corkscrew road widening - phase i plans...ben hill griffin parkway to bella terra boulevard state...

DAVID DOUGLAS ASSOCIATES, INC.CIVIL ENGINEERS - LAND PLANNERS - CONTRACT ADMINISTRATORS

1821 Victoria Ave, Fort Myers, Florida 33901

Ph. 239-337-3330

Web: www.ddai-engineers.com

Certificate of Authorization No. 7568

George R. Brinson, Jr., P.E. #47607

C:\Project\18-0119\Phase-I\signing\KEYSSP01.dgnjoann.winter 7/31/2020 12:23:32 PM Default

LEE COUNTY

DEPARTMENT OF TRANSPORTATION

SIGNING AND PAVEMENT MARKING PLANS

NO.

SHEET

YEAR

FISCAL

S-1 19

CONTRACT NO.

CONSTRUCTION

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

SHEET DESCRIPTIONSHEET NO.

THOMAS MARQUARDT P.E.

LEE COUNTY PROJECT MANAGER:

PAVEMENT MARKING PLANS

INDEX OF SIGNING AND

ENGINEER OF RECORD:

PAVEMENT MARKING PLANS

SIGNING AND

CORKSCREW ROAD WIDENING - PHASE I

LEE COUNTY (204100)

BEN HILL GRIFFIN PARKWAY TO BELLA TERRA BOULEVARD

STATE ROAD NO. 850

S-31 - S-32 GUIDESIGN WORKSHEET

S-6 - S-30 SIGNING AND PAVEMENT MARKING PLAN

SIGNING & MARKING NOTES

S-2 - S-5 TABULATION OF QUANTITIES &

S-1 KEY SHEET

AUGUST 2020

100% SUBMITTAL

7/31/2020joann.winter C:\Project\18-0119\Phase-I\signing\TABQSP01.dgn12:23:32 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

LEE COUNTY PUBLIC WORKS


ROAD NAME COUNTY DDAI PROJ. NO.

LEE 18-0119 CORKSCREW



Ph. 239-337-3330



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TABULATION OF QUANTITIES

S-2

FOR SINGLE POST SIGNS WITH PANEL AREA GREATER THAN 9 SF SHALL USE FDOT INDEX 700-0105.

LEE COUNTY DESIGN STANDARD FOR SIGN INSTALLATION. https://www.leegov.com/dot/traffic/trafficsigninstallation

FOR SINGLE POST SIGN INSTALLATIONS ON LEE COUNTY MAINTAINED ROADS PLEASE USE4.

FROM THE PROJECT SHALL BE SAFEGUARDED DURING REMOVAL AND RETURNED TO LEE COUNTY.

FLASHING BEACONS, ELECTRONIC SPEED FEEDBACK SIGNS AND RELATED EQUIPMENT TO BE REMOVED3.

REMOVAL AND RETURNED TO FGCU.

METRIC SPEED LIMIT SIGNS TO BE REMOVED FROM THE PROJECT SHALL BE SAFEGUARDED DURING3.

OWNERS AND RETURN DECORATIVE SIGNAGE TO THE OWNERS.

SIDE STREETS AND NOTED TO BE REMOVED, THE CONTRACTOR SHALL COORDINATE WITH PROPERTY

WHERE NON-STANDARD DECORATIVE TYPE SIGNS ARE ENCOUNTERED AT NON-COUNTY MAINTAINED2.

WHITE LETTERING.

AS SUCH, STREET NAME SIGNS SHOWN IN THE PLANS SHALL BE GREEN IN COLOR WITH

SIDE STREETS WITHIN THE PROJECT LIMITS ARE NON-COUNTY MAINTAINED STREETS.1.

SIGNING AND PAVEMENT MARKING NOTES:


NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-6 S-7 S-8 S-9 S-10 S-11 S-12

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

0700 1 11 SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF AS 6 2 2 2 9 3 1 25

0700 1 12 SINGLE POST SIGN, F&I, GROUND MOUNT, 12-20 SF AS 1 2 2 5

0700 1 50 SINGLE POST SIGN, RELOCATE AS

0700 1 60 SINGLE POST SIGN, REMOVE AS 6 4 2 3 10 5 3 33

0700 2 14 MULTI-POST SIGN, F&I, GROUND MOUNT, 31-50 SF AS 1 1 2

0700 2 15 MULTI-POST SIGN, F&I, GROUND MOUNT, 51-100 SF AS 2 2

0700 2 60 MULTI-POST SIGN, REMOVE AS 1 2 3

0700 11 600 ELECTRONIC DISPLAY SIGN, REMOVE AS

0705 10 1 OBJECT MARKER, TYPE 1 EA 4 1 2 1 8

* RETRO-REFLECTIVE PAVEMENT MARKERS EA 209 134 74 104 177 131 126 955

* PAINT, STD., WHITE, SOLID, 6" GM 0.407 0.436 0.260 0.310 0.564 0.336 0.302 2.615

* PAINT, STD., WHITE, SOLID, 8" GM 0.030 0.014 0.023 0.067

* PAINT, STD., WHITE, SOLID, CROSSWALK/RA, 12" LF 992.2 21.5 297.0 1310.7

* PAINT, STD., WHITE, SOLID, DIAG./CHEVRON, 18" LF 79.6 6.4 86.0

* PAINT, STD., WHITE, SOLID, STOP LINES/CROSSWALK, 24" LF 217.6 20.3 133.2 22.2 393.3

* PAINT, STD., WHITE, SKIP, 6" (10/30) GM 0.098 0.460 0.540 0.521 0.267 0.418 0.378 2.682

* PAINT, STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.064 0.033 0.032 0.032 0.063 0.224

* PAINT, STD., MESSAGE OR SYMBOL EA 2 5 7

* PAINT, STD., ARROWS EA 15 7 1 4 11 12 5 55

* PAINT, STD., YELLOW, SOLID, 6" GM 0.101 0.272 0.265 0.265 0.241 0.265 0.134 1.543

* PAINT, STD., YELLOW, SOLID, 8" GM 0.002 0.131 0.133

* PAINT, STD., YELLOW, SOLID, DIAG/CHEVRONS, 18" LF 23.2 336.7 359.9

* PAINT, STD., YELLOW, DOTTED EXT., 6" (6/10) GM 0.020 0.012 0.032

0710 11190 PAINT, STD., WHITE, ISLAND NOSE SF 4.0 4.0

0710 11290 PAINT, STD., YELLOW, ISLAND NOSE SF 109.9 17.1 8.5 135.5

0710-90 PAINT, FINAL SURFACE LS 1 1.0

0711 11123 THERMO., STD., WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 992.2 297.0 1289.2

0711 11124 THERMO., STD., WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 79.6 6.4 86.0

0711 11125 THERMO., STD., WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 217.6 20.3 133.2 22.2 393.3

0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.064 0.033 0.032 0.032 0.063 0.224

0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA 2 5 7

0711 11170 THERMO., STD., ARROWS EA 15 7 1 4 11 12 5 55

0711 11224 THERMO., STD., YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRONS LF 23.2 336.7 359.9

0711 11241 THERMO., STD., YELLOW, DOTTED EXT., 6" (6/10) GM 0.020 0.012 0.032

0711 14125 THERMO., PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 286.6 286.6

0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL (BIKE) EA 4 3 2 3 3 2 3 20

0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 4 3 2 3 3 2 3 20

0711 16101 THERMO., STD., OTHER SURFACES, WHITE, SOLID, 6" GM 0.407 0.436 0.260 0.310 0.564 0.336 0.302 2.615

0711 16102 THERMO., STD., OTHER SURFACES, WHITE, SOLID, 8" GM 0.030 0.014 0.023 0.067

0711 16131 THERMO., STD., OTHER SURFACES, WHITE, SKIP, 6" (10/30) GM 0.098 0.460 0.540 0.521 0.267 0.418 0.378 2.682

0711 16201 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 6" GM 0.101 0.272 0.265 0.265 0.241 0.265 0.134 1.543

0711 16202 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 8" GM 0.002 0.131 0.133

* THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), LUMP SUM - ITEM NO. 710-90. THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED.


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



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NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-13 S-14 S-15 S-16 S-17 S-18 S-19


0700 1 11 SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF AS 7 6 2 1 3 2 21

0700 1 12 SINGLE POST SIGN, F&I, GROUND MOUNT, 12-20 SF AS 1 2 1 4

0700 1 50 SINGLE POST SIGN, RELOCATE AS 1 1


0700 2 14 MULTI-POST SIGN, F&I, GROUND MOUNT, 31-50 SF AS


0700 2 60 MULTI-POST SIGN, REMOVE AS

0700 11 600 ELECTRONIC DISPLAY SIGN, REMOVE AS

0705 10 1 OBJECT MARKER, TYPE 1 EA 1 1 5 7

* RETRO-REFLECTIVE PAVEMENT MARKERS EA 167 34 42 120 128 37 35 563


* PAINT, STD., WHITE, SOLID, 8" GM 0.063 0.008 0.071

* PAINT, STD., WHITE, SOLID, CROSSWALK/RA, 12" LF 13.7 13.7


* PAINT, STD., WHITE, SOLID, STOP LINES/CROSSWALK, 24" LF 27.5 24.2 21.2 26.6 99.5


* PAINT, STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.033 0.047 0.018 0.098

* PAINT, STD., MESSAGE OR SYMBOL EA

* PAINT, STD., ARROWS EA 7 2 5 7 1 22


* PAINT, STD., YELLOW, SOLID, 8" GM 0.035 0.021 0.056

* PAINT, STD., YELLOW, SOLID, DIAG/CHEVRONS, 18" LF 120.1 82.5 202.6


0710 11190 PAINT, STD., WHITE, ISLAND NOSE SF 2.5 2.5

0710 11290 PAINT, STD., YELLOW, ISLAND NOSE SF 84.7 8.5 46.7 139.9

0710-90 PAINT, FINAL SURFACE LS

0711 11123 THERMO., STD., WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 13.7 13.7


0711 11125 THERMO., STD., WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 27.5 24.2 21.2 26.6 99.5

0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.033 0.047 0.018 0.098

0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA

0711 11170 THERMO., STD., ARROWS EA 7 2 5 7 1 22

0711 11224 THERMO., STD., YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRONS LF 120.1 82.5 202.6


0711 14125 THERMO., PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF

0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL (BIKE) EA 5 2 1 4 2 2 16

0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 5 2 1 4 2 2 16


0711 16102 THERMO., STD., OTHER SURFACES, WHITE, SOLID, 8" GM 0.063 0.008 0.071



0711 16202 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 8" GM 0.035 0.021 0.056

* THESE QUANTITIES ARE PAID FOR UNDER PAINT (FINAL SURFACE), LUMP SUM - ITEM NO. 710-90. THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED.


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



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NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-20 S-21 S-22 S-23 S-24 S-25 S-26


0700 1 11 SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF AS 2 3 4 2 1 12

0700 1 12 SINGLE POST SIGN, F&I, GROUND MOUNT, 12-20 SF AS 1 1 2

0700 1 50 SINGLE POST SIGN, RELOCATE AS 1 1


0700 2 14 MULTI-POST SIGN, F&I, GROUND MOUNT, 31-50 SF AS 1 1



0700 11 600 ELECTRONIC DISPLAY SIGN, REMOVE AS 1 1

0705 10 1 OBJECT MARKER, TYPE 1 EA 2 6 8

0706 3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 135 203 38 41 182 35 35 669



* PAINT, STD., WHITE, SOLID, CROSSWALK/RA, 12" LF 192.4 192.4


* PAINT, STD., WHITE, SOLID, STOP LINES/CROSSWALK, 24" LF 73.6 30.1 103.7


* PAINT, STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.051 0.014 0.031 0.010 0.106

* PAINT, STD., MESSAGE OR SYMBOL EA

* PAINT, STD., ARROWS EA 11 1 6 1 19


* PAINT, STD., YELLOW, SOLID, 8" GM 0.199 0.199

* PAINT, STD., YELLOW, SOLID, DIAG/CHEVRONS, 18" LF 572.5 32.2 22.7 627.4


0710 11190 PAINT, STD., WHITE, ISLAND NOSE SF

0710 11290 PAINT, STD., YELLOW, ISLAND NOSE SF 143.7 164.5 308.2

0710-90 PAINT, FINAL SURFACE LS

0711 11123 THERMO., STD., WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 192.4 192.4


0711 11125 THERMO., STD., WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 73.6 30.1 103.7

0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.051 0.014 0.031 0.010 0.106

0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA

0711 11170 THERMO., STD., ARROWS EA 11 1 6 1 19

0711 11224 THERMO., STD., YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRONS LF 572.5 32.2 22.7 627.4


0711 14125 THERMO., PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF

0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL (BIKE) EA 2 5 1 2 3 2 1 16

0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 2 5 1 2 3 2 1 16





0711 16202 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 8" GM 0.199 0.199



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



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NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-27 S-28 S-29 S-30


0700 1 11 SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF AS 6 1 5 12 70

0700 1 12 SING POST SIGN, F&I, GROUND MOUNT, 12-20 SF AS 11

0700 1 50 SINGLE POST SIGN, RELOCATE AS 2

0700 1 60 SINGLE POST SIGN, REMOVE AS 6 3 4 13 99

0700 2 14 MULTI-POST SIGN, F&I, GROUND MOUNT, 31-50 SF AS 1 1 4

0700 2 15 MULTI-POST SIGN, F&I, GROUND MOUNT, 51-100 SF AS 2


600

0700 11ELECTRONIC DISPLAY SIGN, REMOVE AS 1

0705 10 1 OBJECT MARKER, TYPE 1 EA 2 2 25

* RETRO-REFLECTIVE PAVEMENT MARKERS EA 227 21 6 21 275 2462

* PAINT, STD., WHITE, SOLID, 6" GM 0.450 0.322 0.177 0.085 1.034 7.823


* PAINT, STD., WHITE, SOLID, CROSSWALK/RA, 12" LF 839.8 839.8 2357

* PAINT, STD., WHITE, SOLID, DIAG./CHEVRON, 18" LF 28.7 28.7 715

* PAINT, STD., WHITE, SOLID, STOP LINES/CROSSWALK, 24" LF 174.8 174.8 771

* PAINT, STD., WHITE, SKIP, 6" (10/30) GM 0.106 0.132 0.012 0.250 6.643

* PAINT, STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.028 0.026 0.057 0.111 0.539

* PAINT, STD., MESSAGE OR SYMBOL EA 2 2 4 11

* PAINT, STD., ARROWS EA 13 4 4 21 117

* PAINT, STD., YELLOW, SOLID, 6" GM 0.203 0.265 0.203 0.063 0.734 5.611

* PAINT, STD., YELLOW, SOLID, 8" GM 0.388

* PAINT, STD., YELLOW, SOLID, DIAG/CHEVRONS, 18" LF 23.9 23.90 1214

* PAINT, STD., YELLOW, DOTTED EXT., 6" (6/10) GM 0.254

0710 11190 PAINT, STD., WHITE, ISLAND NOSE SF 7

0710 11290 PAINT, STD., YELLOW, ISLAND NOSE SF 150.9 150.9 735

0710-90 PAINT, FINAL SURFACE LS 1

0711 11123 THERMO., STD., WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 839.8 839.8 2335

0711 11124 THERMO., STD., WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 28.7 28.7 715

0711 11125 THERMO., STD., WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 174.8 174.8 771

0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.028 0.026 0.057 0.111 0.539

0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA 2 2 4 11

0711 11170 THERMO., STD., ARROWS EA 13 4 4 21 117

0711 11224 THERMO., STD., YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRONS LF 23.9 23.90 1214

0711 11241 THERMO., STD., YELLOW, DOTTED EXT., 6" (6/10) GM 0.254

0711 14125 THERMO., PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 287

0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL (BIKE) EA 4 2 1 7 59

0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 4 2 1 7 59

0711 16101 THERMO., STD., OTHER SURFACES, WHITE, SOLID, 6" GM 0.450 0.322 0.177 0.085 1.034 7.823


0711 16131 THERMO., STD., OTHER SURFACES, WHITE, SKIP, 6" (10/30) GM 0.106 0.132 0.012 0.250 6.643

0711 16201 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 6" GM 0.203 0.265 0.203 0.063 0.734 5.611

0711 16202 THERMO., STD., OTHER SURFACES, YELLOW, SOLID, 8" GM 0.388


633 634 635 636 637 638 639

50

51

52

W4-2R

0700 1 60

R4-7OM1-3

0700 1 60

ONE WAY

DO N

OT

EN

TE

R

R5-1

0700 1 60

R4-7

OM1-3

0700 1 60

RIGHT LANE

MUST

TURN RIGHT

R3-7R

BIKE LANE

R3-17

ENDS

R3-17BP

D14-2

0700 1 60

OM1-3 0700 1 60

R3-4

MA

LL

OU

TLE

T

AR

EN

A

HE

RTZ

ONE WAY

R6-1L

AD

OP

T A S

TR

EE

T

PAR

KW

AY M

AIN

TAI N

ED B

Y

NE

XT 3 M

ILE

S

D14-2

ADOPT A STREET

PARKWAY MAINTAINED BY

NEXT 3 MILES

D14-2

BIKE LANE

R3-17

R4-7

INTERSTATE

TO

M6-1R

M1-01

M4-05

Rd

Corkscrew

Pk

wy

Ben Hill

Griffin

Rd

Corkscrew

Pk

wy

Ben Hill G

riffin

Rd

Corkscrew

Blv

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Sto

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Corkscrew

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for E

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Dial

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AD

OPT A R

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PR

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LIT

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ONTR

OL

CLEANIN

G

PR

OFESSIO

NAL

PR

O-LIN

E

D14-2

36"x30"

0700 1 11

CLEANIN

G

PR

OFESSIO

NAL

PR

O-LIN

E

AD

OPT A R

OA

D

PR

OVID

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Y

LIT

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ONTR

OL

BIK

E L

ANE

R3-17

24"x18"

0700 1 11

0700 1 60

0700 2 60

R4-7

24"x30"

OM1-318"x18"

0700 1 11

0705 10 1

R4-7

24"x30"

OM1-3

18"x18"

0700 1 11

OM1-3

18"x18"R4-7

24"x30"

0700 1 11

R4-7

24"x30"

OM1-318"x18"

0700 1 11

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

0705 10 1

0705 10 1

0705 10 1

R3-4

24"x24"

AND OVERHEAD SIGNS

FOR ADDITIONAL INFORMATION

SEE SIGNALIZATION PLANS

635+70

636+74

637+63

637+78

638+80

STONEYBROOK

51+0

4

BE

N

HILL

GRIF

FIN P

KW

Y

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC

6" 10-30 SKIP WHITE W/

6" SOLID YELLOW

RPM'S W/R 20' OC

6" SOLID WHITE W/

LEFT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RIGHT/THRU (TYP.)

DIRECTIONAL ARROW

ONLY

PAVEMENT MESSAGE

24" SOLID WHITE

24" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

6" S

OLID

YE

LL

OW

(TYP.)

MARKINGS TO REMAIN

EXISTING PAVEMENT

BICYCLE SYMBOL (TYP.)

PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+63

+40

+61

12'

12'

12'

12'

5'

10'

11'

12'

12'

5'

11'

12'

12'

11'

5'

11'

11'

11'

10'

11'

5'

11'

11'

11'

11'

RIGHT TURN (TYP.)

ARROW

DIRECTIONALWHITE

24" SOLID

12" SOLID WHITE

ST

ON

EY

BR

OO

K

GO

LF

RD.

12" SOLID WHITE

12" S

OLID

WHIT

E

+03

WHITE

24" SOLID

10'

10'

10'

10' 8'

12" S

OLID

WHIT

E

+64

6" 2-4 SKIP WHITE

STA. 635+40.00

BEGIN SIGNING & PAVT. MARKING

SKIP WHITE

6" 10-30

WHITE

6" SOLID

LEFT TURN (TYP.)DIRECTIONAL ARROW

Non-Std Signs/Post

91' RT

+94

119' RT

+94

INDEX NO. 706-001

RPM'S MD/Y

ISLAND NOSE W/

YELLOW RELECTIVE PAINT

7/31/2020joann.winter C:\Project\18-0119\Phase-I\signing\PLANSP01.dgn12:23:34 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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OF

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S

TH

E

EL

EC

TR

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LE 61

G15-23.004,

F.

A.

C.

632

+40.0

0

639

+40.0

0

N50

Feet

0 10

S-6 MARKING PLAN

SIGNING AND PAVEMENT

640 641 642 643 644 645 646

BIK

E L

ANE

R3-17

0700 1 60

R3-2

0700 1 60

OM1-3

ONE WAY

R6-1R

STOP

R1-1

R3-2

0700 1 60

R9-9

Hertz Are

na

FL G

ulf C

oast

Univ

Gulf C

oast To

wn Ctr

0700 2 60

M1-6B M3-2

LE

E

850

CO

UN

TY

EAST

RD

Sto

neybro

ok G

olf

PK

WY

Ben Hill

Griffin

NE

XT SIG

NA

L

0700 1 11

AD

OPT A R

OA

D

EAST

M1-6S

24"x24"

M3-2

24"x12"

0700 1 11

LE

E

850

CO

UN

TY

ONE WAY

R6-1R

36"x12"

0700 1 11

STOP

R1-1

36"x36"

ONE WAY R6-1R

36"x12"

0700 1 12

CLOSED

SIDEWALK

0700 1 60

ONLY

R3-5R30"x36"

TO REMAIN

Hertz Are

na

FL G

ulf C

oast

Univ

Gulf C

oast To

wn Ctr

0700-2-15

RD

Sto

neybro

ok G

olf

PK

WY

Ben Hill

Griffin

NE

XT SIG

NA

L

0700-2-15

0700 2 60

OM1-3

18"x18"

640

+00

644+25

644+03

0705 10 1

GUIDE SIGN NO.1

GUIDE SIGN NO.2

86.6

7'

LT

640+80

81.2

8'

LT

643+00

CORKSCREW RD.

6" SOLID WHITE

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6"SOLID WHITE W/

6" SOLID WHITE

6" SOLID YELLOW

RPM'S W/R 40' OC


LEFT TURN (TYP.)

DIRECTIONAL ARROW

6" 2-4 SKIP WHITE

20' SPACING

18" SOLID WHITE

RPM'S W/R 40' OC


24" SOLID WHITE

RPM'S Y/Y 40' OC

6" DBL SOLID YELLOW W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6" SOLID WHITE W/


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+97

+56 +41 +59 +00

+91+91

11'

11'

11'

5'

11'

11'

11'

11'

4'

11'

12'

12'

5'

11'

11'

11'

11'

5'

11'

11'

11'

10'

11'

5'

11'

11'

11'

11'

11'

11'

11'

11'

5'

W/R RPM'S W/R 20' OC

8" SOLID WHITE W/

83' LT

+29


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

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OF

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S

TH

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EL

EC

TR

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LE 61

G15-23.004,

F.

A.

C.

639

+40.0

0

646

+40.0

0

N50

Feet

0 10

S-7 MARKING PLAN


647 648 649 650 651 652 653

BIK

E L

ANE

R3-17

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

km/h

70

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

651

+00

CORKSCREW RD.

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

6" 2-4 SKIP WHITE

RPM'S W/R 40' OC


6" SOLID WHITE

RPM'S W/R 40' OC


6" SOLID WHITE

6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+98 +83

11'

11'

11'

4'

11'

11'

11'

11'

5'

11'

11'

11'

11'

11'

11'

4'

4'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

L

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

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TA

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SI

GN

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AN

D

SE

AL

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UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

646

+40.0

0

653

+40.0

0

N50

Feet

0 10

S-8 MARKING PLAN


654 655 656 657 658 659 660

S1-1

AH

EA

D

W16-9P

BIK

E L

AN

E

R3-17

0700 1 60

0700 1 60

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

AD

OPT A R

OA

D

ENTR

AN

CE

SC

HO

OL

FTP-33-6

30"x30"

0700 1 11

ENTR

AN

CE

SC

HO

OL

FTP-33-6

30"x30"

0700-2-14

NE

XT SIG

NA

L

Sto

neybro

ok G

olf D

r

659

+00

660

+00

GUIDE SIGN NO.3

67.0

0'

RT

655

+00

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

6" 2-4 SKIP WHITE

RPM'S W/R 40' OC


6" SOLID YELLOW

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW


PAVEMENT MESSAGE

4'

11'

11'

11'

11'

11'

11'

4'

11'

11'

11'

5'

11'

11'

11'

11'

4'

11'

11'

11'

11'

11'

11'

5'

11'

RPM'S W/R 40' OC


+18+33


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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TH

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OF

FI

CI

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THI

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SH

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T I

S

TH

E

EL

EC

TR

ONI

C

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LE

DI

GI

TA

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SI

GN

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AN

D

SE

AL

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UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

653

+40.0

0

660

+40.0

0

N50

Feet

0 10

S-9 MARKING PLAN


661 662 663 664 665 666 667BIK

E L

ANE

R3-17

0700 1 60

R4-7OM1-3

0700 1 60

R4-7 OM1-3

0700 1 60

ON

LY

S1-1

W16-7PL

0700 1 60

S1-1W16-7PL

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

0700 1 60

S1-1 W16-7PL

0700 1 60

ONE WAY

R6-1L

OM4-3

0700 1 60

OM4-3OM4-3OM4-3

NO

RE

D

ON

TU

RN

R10-11A

0700 1 60

W4-2L

36"x36"

0700 1 11

S1-1

36"x36"

0700 1 11

AH

EA

D

W16-9P

24"x12"S1-1

36"x36"

W16-7PL

24"x12"

0700 1 11

S1-1

36"x36"

AH

EA

D

W16-9P

24"x12"

0700 1 11

S1-1

36"x36"

W16-7PL

24"x12"

0700 1 11

S1-1

36"x36"

W16-7PL

24"x12"

0700 1 11

TU

RN

NO

ON R

ED

R10-11

36"x48"

0700 1 12

2:1

5 - 2

:45 P

M

7:0

0 - 8

:00 A

M

BIK

E L

ANE

R3-17

24"x18"

0700 1 11

AD

OP

T A R

OA

D

PR

OVID

ED B

Y

LIT

TE

R C

ON

TR

OL

CLE

ANIN

G

PR

OF

ES

SIO

NA

L

PR

O-LIN

E

AD

OP

T A S

TR

EE

T

PA

RK

WA

Y M

AIN

TAIN

ED B

Y

NE

XT 3 M

ILE

S

D14-236"x30"

0700 1 11

R4-7

24"x30" OM1-3

18"x18"ON

LY

R3-5-

30"x36"

R3-5-

0700 1 12

R4-7

24"x30"

OM1-3

18"x18"

0700 1 11

0705 10 1

0705 10 1

AND OVERHEAD SIGNS



660

+60

663+10

664+04

664+28

664+80

666

+75

667

+00

664+44

664+17

663+20

661

+40

CORKSCREW RD.

ST

ON

EY

BR

OO

K

GO

LF

DR.

6" SOLID WHITE

RPM'S W/R 40' OC


6" SOLID YELLOW

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

24" SOLID WHITE

24" SOLID WHITE

RPM'S W/R 40' OC


LEFT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S Y/Y 40' OC


BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+55 +26

+44

+14

+23

+70

+20

11'

11'

11'

5'

11'

11'

11'

11'

11'

11'

11'

4'

11'

11'

11'

5'

11'

11'

11'

11'

11'

4'

+29

11'

11'

11'

4'

11'

11'

11'

11'

11'

11'

(PRE-FORMED)

24" SOLID WHITE

12" SOLID WHITE

CROSSWALK

HIGH EMPHASIS

(PRE-FORMED)

24" SOLID WHITE

12" SOLID WHITE

CROSSWALK

HIGH EMPHASIS

U-TURN (TYP.)

DIRECTIONAL ARROW

10'

8'

10'

8'10'

WHITE

24" SOLID

6" 2-4 SKIP YELLOW

6" SOLID WHITE

6" SOLID WHITE

6" SOLID YELLOW

(TYP.)

BICYCLE SYMBOL

PAVEMENT MESSAGE

INDEX NO. 706-001 (TYP.)

RPM'S MD/Y

PAINT ISLAND NOSE W/

YELLOW REFLECTIVE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

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TR

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LE 61

G15-23.004,

F.

A.

C.

660

+40.0

0

667

+40.0

0

N

50

Feet

0 10

S-10 MARKING PLAN


668 669 670 671 672 673 674

DO NOT

ENTER

R5-1

ONE WAY

R6-1R

OM1-3

0700 1 60

STOP

R1-1

0700 1 60 R4-7

0700 1 60

R3-2

0700 1 60

FTP-33-6

0700 1 60

Non-Std Signs/Post

Non-Std Signs/Post

R3-2

36"x36"

0700 1 11

BIK

E LA

NE

R3-17

24"x18"

0700 1 11

ENTR

AN

CE

SC

HO

OL

STOP

R1-1

36"x36"

ONE WAY R6-1R

36"x12"

0700 1 12

R4-7

24"x30"

OM1-3

18"x18"

0700 1 11

DO NOT

ENTER

R5-1

36"x36"

ONE WAY

R6-1R

36"x12"

0700 1 12

0705 10 1

0700-2-14

NE

XT SIG

NA

L

Sto

neybro

ok G

olf Dr

673+40

674

+20

673+78

673+37

672

+20

GUIDE SIGN NO.3B

Rd

Corkscrew

Way

Gra

nde O

ak

Rd

Corkscrew

Way

Gra

nde O

ak

Rd

Corkscrew

Way

Gra

nde O

ak

Rd

Corkscrew

Way

Gra

nde O

ak

68.0

0'

LT

670+00

CORKSCREW RD.

GR

AN

DE

OA

K

WA

Y

RPM'S W/R 40' OC


RPM'S W/R 40' OC


LANE REDUCTION (TYP.)

DIRECTIONAL ARROW

MERGE (TYP.)

PAVEMENT MESSAGE

6" SOLID YELLOW

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 10' OC

8" SOLID WHITE W/

10' OC

18" SOLID WHITE

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 20' OC

6" SOLID WHITE W/

24" SOLID WHITE


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+60

+10

+25+40

+52

+89

+35

+75

+25 +41

+41

+75

11'

11'

11'

11'

11'

11'

11'

11'

11'

4'

11'

11'

11'

4'

11'

4'

22'

11'

6" 6-10 SKIP YELLOW

RPM'S Y/Y 10' OC

8" SOLID YELLOW W/

10' OC

18" SOLID YELLOW

10' OC

RPM'S Y/Y

YELLOW W/

6" DBL SOLID

+81


ISLAND NOSE W/ RPM'S MD/Y

YELLOW REFLECTIVE PAINT

INDEX NO. 706-001

PM'S MD/WW/ R

PAINT ISLAND NOSE

WHITE REFLECTIVE

78' LT

+66


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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TH

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CI

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OF

THI

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SH

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T I

S

TH

E

EL

EC

TR

ONI

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LE

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Y

SI

GN

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LE 61

G15-23.004,

F.

A.

C.

667

+40.0

0

674

+40.0

0

N50

Feet

0 10

S-11 MARKING PLAN


675 676 677 678 679 680 681

0700 1 60

W11-8

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

km/h

70

RIG

HT

ME

RG

E

LA

NE E

ND

S

W9-2R

0700 1 60

OM1-3

18"x18"

0700 1 11

W11-836"x36"

0700 1 11

0705 10 1

677

+00

CORKSCREW RD.

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6" SOLID WHITE W/

6" 2-4 SKIP WHITE

6" SOLID WHITERPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID WHITE

RPM'S Y/R 20' OC

8" SOLID YELLOW W/

20' SPACING

18" SOLID YELLOW

6" 2-4 SKIP WHITERPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+43 +28

+17

+50

+50

+93 +78+78

11'

22'

4'

11'

11'

11'

11'

5'

11'

5'

11'

11'

11'

11'

11'

11'

4'

11'

11'

11'

5'

11'

11'

11'

11'

10' OC

RPM'S Y/Y

YELLOW W/

6" DBL SOLID

RPM'S W/R 20' OC

8" SOLID WHITE W/


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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OF

FI

CI

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OF

THI

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T I

S

TH

E

EL

EC

TR

ONI

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RU

LE 61

G15-23.004,

F.

A.

C.

674

+40.0

0

681

+40.0

0

N50

Feet

0 10

S-12 MARKING PLAN


682 683 684 685 686 687 688

R3-4

0700 1 60

YIELD

R1-2

0700 1 60

KEEP

LEFT

R4-8B

0700 1 60

YIE

LD

R1-2

0700 1 60

DO N

OT

EN

TE

R

R5-1

0700 1 60

OM1-3

STOPR1-1

0700 1 60

ONE WAY

R6-1R

OM1-3

0700 1 60

OM-3R

11950 Corkscrew Rd

Pinewoods Water Treatment Plant

R1-1

36"x36"

Rd

Corks

crew

Ln

Fire H

ouse

Rd

Corkscrew

Ln

Fire H

ouse STOP

0700 1 12

DO NOTENTER

0700 1 11

R5-136"x36"

YIELD

R1-236"x36"

0700 1 11

LANEINSTAY

R4-9

24"x30"

0700 1 11

KEEP

LEFT

R4-8B

24"x30"

0700 1 11

R3-4

36"x36"

0700 1 11

ONE WAY

R6-1R

36"x12"

0700 1 11

STOPR1-1

30"x30"

0700 1 11

ONE WAY R6-1R

36"x12"

0700 1 50

TO REMAIN

OM1-318"x18"

682+20

682

+98

682+94

683+32

686

+64

686+50

682

+91

682+67

UTILITIE

SL

EE C

OU

NT

Y

R6-3A

DIVIDED

HIGHWAY

R6-3A36"x30"

DIVIDED

HIGHWAY

REMOVED

TO BE

REMOVED

TO BE

CORKSCREW RD.

FIR

E

HO

US

E LA

NE

6" SOLID YELLOW

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

6" 2-4 SKIP WHITE

6" SOLID WHITE


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+17+56

+44

+02

+30

+37 +85+00 +87+96

+50

+00

+65

24" SOLID WHITE

RPM'S Y/Y 40' OC


RPM'S Y/Y 40' OC


RPM'S Y/R 20' OC

8" SOLID YELLOW W/

RPM'S W/R 10' OC

8" SOLID WHITE W/

RPM'S Y/Y 10' OC

8" SOLID YELLOW W/

RPM'S W/R 10' OC

8" SOLID WHITE W/

RPM'S W/R 10' OC

8" SOLID WHITE W/

RPM'S W/R 20' OC

8" SOLID WHITE W/

+58

11'

5'

11'

11'

11'

11'

11'

11'

5'

11'

11'

11'

11'

4'

11'

11'

4'

11'

11'

4'

11'

11'

5'

76' RT

+44

YELLOW

6" SOLID

WHITE

24" SOLID

76' RT

+79

0705 10 1

10' SPACING

18" SOLID WHITE

10' SPACING

18" SOLID YELLOW

10' SPACING

18" SOLID WHITE

10' SPACING

18" SOLID WHITE

20' SPACING

18" SOLID YELLOW

+49

+99

INDEX NO. 706-001

RPM'S MD/W

+12

INDEX NO. 706-001

RPM'S MD/W

INDEX NO. 706-001

W/ RPM'S MD/Y

PAINT ISLAND NOSE

YELLOW REFLECTIVE

PAINT ISLAND NOSE

YELLOW REFLECTIVE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

L

TH

E

OF

FI

CI

AL

RE

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OF

THI

S

SH

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T I

S

TH

E

EL

EC

TR

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LE 61

G15-23.004,

F.

A.

C.

681

+40.0

0

688

+40.0

0

N50

Feet

0 10

S-13 MARKING PLAN


689 690 691 692 693 694 695

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

W11-8

0700 1 60

STOP

R1-1

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

W11-8

36"x36"

0700 1 11

STOP

R1-1

36"x36"

ONE WAY

R6-1R

36"x12"

0700 1 11

ONE WAYR6-1R

36"x12"

0700 1 11

STOP

R1-1

36"x36"

0700 1 11

OM1-3

18"x18"

689

+00

691+63

692+05

692

+04

689

+00

0705 10 1

CORKSCREW RD.

RPM'S W/R 40' OC


6" SOLID WHITE

6" SOLID WHITE

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+53+85

24" SOLID WHITE

+78+14

24" SOLID WHITE

11'

11'

11'

11'

4'

4'

4'

4'

11'

11'

11'

11'

64' RT

+46

66' LT

+20


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

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MIT

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EL

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LE 61

G15-23.004,

F.

A.

C.

688

+40.0

0

695

+40.0

0

N50

Feet

0 10

S-14 MARKING PLAN


696 697 698 699 700 701 702

km/h

70

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

0700 1 11

LIM

IT

SP

EE

D

45

R2-130"x36"

0700 1 11

699

+10

CORKSCREW RD.6" SOLID YELLOW

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 20' OC

6" SOLID WHITE W/

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW


PAVEMENT MESSAGE

+37 +22

+89

11'

11'

11'

11'

4'

4'

4'

4'

11'

11'

11'

11'

11'

11'

11'

11

11'

11'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

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EL

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LE 61

G15-23.004,

F.

A.

C.

695

+40.0

0

702

+40.0

0

N50

Feet

0 10

S-15 MARKING PLAN


703 704 705 706 707 708 709

R4-7

0700 1 60

BIK

E L

AN

E

R3-17

0700 1 60 ONE WAY

R6-1R

OM4-3

0700 1 60

OM4-3OM4-3OM4-3OM1-3

R4-7 OM1-3

0700 1 60

STOP

R1-1

0700 1 60 A

HE

AD

BU

S T

UR

N

SC

HO

OL

S3-2

FE

ET

500

W16-2P

0700 1 60

BIK

E L

AN

E

R3-1724"x18"

0700 1 11

STOP

R1-1

36"x36"

ONE WAY

R6-1R

36"x12"

0700 1 12

ONE WAY

R6-1R36"x12"

DO NOT

ENTER

R5-1

36"x36"

0700 1 12

Rd

Corkscrew

Ct

Palm

etto L

ake

Rd

Corkscrew

Ct

Palm

etto L

ake

704+06

703

+61

702

+60

R6-3A

DIVIDED

HIGHWAY

CORKSCREW RD.

PA

LE

RM

O L

AK

E

CT.

RPM'S 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 10' OC

8" SOLID WHITE W/

10' SPACING

18" SOLID WHITE

6" 2-4 SKIP WHITE

6" SOLID WHITE

6" SOLID YELLOW

6" SOLID WHITE

24" SOLID WHITE

6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+35

+99

+95 +80+63+29

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

+00

6" 6-10 SKIP YELLOW

11'

11'

11

11'

11'

4'

11'

5'

11'

11'

5'

11'

11'

4'

RPM'S Y/Y 20' OC

8" SOLID YELLOW W/

20' OC

18" SOLID YELLOW

RPM'S W/R 20' OC

YELLOW W/

6" DBL SOLID

RPM'S W/R 40' OC


RPM'S W/R 40' OC


+66

INDEX NO. 706-001

W/ RPM'S MD/W

PAINT ISLAND NOSE

WHITE REFLECTIVE

INDEX NO. 706-001

W/ RPM'S MD/Y

PAINT ISLAND NOSE

YELLOW REFLECTIVE

+37

67' LT

+88


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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LE 61

G15-23.004,

F.

A.

C.

702

+40.0

0

709

+40.0

0

N

50

Feet

0 10

S-16 MARKING PLAN


710 711 712 713 714 715 716

R4-7OM1-3

0700 1 60

R4-7 OM1-3

0700 1 60

BIK

E L

ANE

R3-17

0700 1 60

R6-1L

OM1-3

0700 1 60

OM1-3OM1-3

STOP

R1-1

0700 1 60

Non-Std Signs/Post

Rd

Corkscrew

Rd

Wildcat

Run

Rd

Corkscrew

Rd

Wild

cat R

un

BIK

E L

ANE

R3-1724"x18"

0700 1 11

STOP R1-1

36"x36"

Rd

Corkscrew

Rd

Wildcat

Run

Rd

Corkscrew

Rd

Wild

cat R

un

0700 1 12

R4-7

24"x30"OM1-3

18"x18"

0700 1 11

ONE WAY

OM1-3

18"x18"

0705 10 1

OM1-3

18"x18"

0705 10 1

OM1-3

18"x18"

0705 10 1

ONE WAYR6-1L

36"x12"

0700 1 11

0705 10 1

0705 10 1

OM1-3

18"x18"

714+48

715

+40

714+50

714

+20

713+50

TO REMAIN

CORKSCREW RD.

WIL

DC

AT R

UN D

R.

6" SOLID YELLOW6" SOLID YELLOW

6" SOLID WHITE

6" SOLID WHITE

24" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 20' OC

6" SOLID WHITE W/


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+36 +72

+50

+12 +50

+50

+85

11'

11'

4'

11'

11'

5'

11'

11'

11'

4'

11'

11'

11'

11'

11'

11'

11'

11'

4'

65' RT

+15

6" 6-10 SKIP YELLOW

+53


W/ RPM'S MD/Y

PAINT ISLAND NOSE

YELLOW REFLECTIVE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

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LE 61

G15-23.004,

F.

A.

C.

709

+40.0

0

716

+40.0

0

N

50

Feet

0 10

S-17 MARKING PLAN


717 718 719 720 721 722 723

R4-7

0700 1 60

W6-2

0700 1 60

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 40' OC


RPM'S W/R 40' OC

6" 10-30 SKIP WHITE W/RIGHT TURN (TYP.)

DIRECTIONAL ARROW

6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+78

+13

+63

4'

11'

11'

11'

11'

11'

4'

11'

11'

11'

11'

4'

4'

11'

11'

11'

11'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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OF

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S

TH

E

EL

EC

TR

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LE 61

G15-23.004,

F.

A.

C.

716

+40.0

0

723

+40.0

0

N50

Feet

0 10

S-18 MARKING PLAN


724 725 726 727 728 729 730

W6-3

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60 W6-1

0700 1 60

PASS

NO

T

DO

R4-1

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

727

+00

CORKSCREW RD. 6" SOLID YELLOW

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


11'

11'

4'

11'

11'

4'

11'

11'

4'

11'

11'

4'

11'

11'

11'

11'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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THI

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T I

S

TH

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EL

EC

TR

ONI

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LE 61

G15-23.004,

F.

A.

C.

723

+40.0

0

730

+40.0

0

N50

Feet

0 10

S-19 MARKING PLAN


731 732 733 734 735 736 737

0700 1 60 0700 1 60 0700 1 60

Lakeside

Wild

Blue

Lakeside

Wild

Blue

Lakeside

Wild

Blue

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

737+00

REMOVEDTO BE

OM-2V

Non-Std Sign/PostNon-Std Sign/PostNon-Std Sign/Post

CORKSCREW RD.

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID WHITE

RPM'S W/R 20' OC

8" SOLID WHITE W/

6" SOLID WHITE

20' SPACING

18" SOLID WHITE

20' SPACING

18" SOLID WHITE

RPM'S W/R 20' OC

8" SOLID WHITE W/

6" SOLID WHITE

RPM'S Y/R 20' OC

8" SOLID YELLOW W/

RPM'S Y/R 20' OC

8" SOLID YELLOW W/

20' SPACING

18" SOLID YELLOW

20' SPACING

18" SOLID YELLOW

6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+52

+52

+37

+02

+52

+52

+52

+52

11'

11'

4'

11'

11'

4' 11'

11'

4'

4'

11'

11'

11'

11'

11'

11'

11'

11'

+52

+52

6" SOLID YELLOW


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

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LE 61

G15-23.004,

F.

A.

C.

730

+40.0

0

737

+40.0

0

N50

Feet

0 10

S-20 MARKING PLAN


738 739 740 741 742 743 744

STOP

0700 1 60

R1-1

STOP

R1-1

0700 1 60

R4-7OM1-3

0700 1 60

R4-7 OM1-3

0700 1 60

LIM

IT

SP

EE

D

45

0700 1 60

R2-1

0700 11 600

SP

EE

D

YO

UR

BIK

E L

AN

E

R3-17

24"x18"

0700 1 11

Rd

Corkscrew

Blv

d

Wild Blue

Rd

Corkscrew

Blv

d

Wild Blue

STOP

R1-1

36"x36"

0700 1 12

Rd

Corkscrew

Blv

d

Wild Blue

Rd

Corkscrew

Blv

d

Wild Blue

STOP

R1-1

36"x36"

0700 1 11

OM1-3

18"x18"

0705 10 1

OM1-3

18"x18"

0705 10 1

741

+09

742+58

741+40

740

+20

741+82

0700 2 60

DEVELOPMENT

ARGO LAND

TO LEE COUNTY.

EQUIPMENT TO BE RETURNED

REMOVAL. SIGN & ASSOCIATED

SPEED FEEDBACK SIGN DURING

CONTRACTOR TO SAFEGUARD

Non-Std Sign/Post

0700 1 11

R1-1

STOP

Non-Std Signs/Post

CORKSCREW RD.

6" SOLID YELLOW

6" SOLID YELLOW

6" SOLID YELLOW

RPM'S W/R 20' OC

6" SOLID WHITE W/

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

RPM'S W/R 40' OC


RPM'S W/R 40' OC

6" 10-30 SKIP WHITE W/RPM'S W/R 40' OC


6" SOLID WHITE

12" SOLID WHITE

6" 2-4 SKIP WHITE


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

WIL

D

BL

UE

BL

VD.

+75

+34

+92+55

+75

+16

24" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

6" 2-4 SKIP WHITE

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

+74+89

+60

4'

11'

11'

11'

11'

11'

4'

11'

11'

4'

11'

5'

11'

11'

11'

11'

11'

5'

11'

11'

11'

10'

6'

RPM'S W/R 20' OC

8" SOLID WHITE W/

18" SOLID WHITE

12'12'12'76' RT

+86

WHITE

24" SOLID

+52

+04

RPM'S W/R 20' OC

6" SOLID WHITE W/

INDEX NO. 706-001

W/ RPM'S MD/Y

PAINT ISLAND NOSE

YELLOW REFLECTIVE

RPM'S Y/Y 10' OC

6" DBLSOLID YELLOW W/

10' SPACING

18" SOLID YELLOW

28'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

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LE 61

G15-23.004,

F.

A.

C.

737

+40.0

0

744

+40.0

0

N50

Feet

0 10

S-21 MARKING PLAN


745746

747748 749

750751

R4-7

0700 1 60

W1-2R

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

W1-8LW1-8R

0700 1 60

OM-2V

OM-3L

6"x18"

OM-3R

6"x18"

REMOVEDTO BE

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID YELLOW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

6" 2-4 SKIP WHITE

+77

+90

+75

11'

5'

11'

11'

11'

11'

11'

4'

5'

11'

11'

11'

4'

11'

11'

4'

11'

11'


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

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LE 61

G15-23.004,

F.

A.

C.

744

+40.0

0

751

+40.0

0

N50

Feet

0 10

S-22 MARKING PLAN


752

753754 755 756

757

758

OM-2V OM-2VOM-2VOM-2V

W1-8L

W1-8R

0700 1 60 W1-8LW1-8R

0700 1 60

W1-8LW1-8R

0700 1 60

W1-8LW1-8R

0700 1 60

W1-8LW1-8R

0700 1 60

W1-8LW1-8R

0700 1 60

OM-3L

6"x18"

OM-3R

6"x18"

REMOVEDTO BE REMOVED

TO BE

CORKSCREW RD.6" SOLID YELLOW

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" 2-4 SKIP WHITE


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+04

11'

11'

11'

10'

4'

4'

11'

11'

11'

11'

11'

5'

11'

11'

4'

RPM'S W/R 20' OC

6" SOLID WHITE W/

+90


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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LE 61

G15-23.004,

F.

A.

C.

751

+40.0

0758

+40.0

0

N

50

Feet

0 10

S-23 MARKING PLAN


759 760 761 762 763 764 765

W1-2L

0700 1 60

R4-7

0700 1 60

STOP

R1-1

0700 1 60

Non-Std Signs/Post

Non-Std Signs/Post

Rd

Corkscrew

Blv

d

Cypress S

hado

ws

Rd

Corkscrew

Blv

d

Cypress S

hado

ws

BIK

E L

ANE

R3-1724"x18"

0700 1 11

R4-7

24"x30"

0700 1 11

OM1-3

18"x18"

0705 10 1

STOP

R1-1

36"x36"

0700 1 12

Rd

Corkscrew

Blv

d

Cypress S

hado

ws

Rd

Corkscrew

Blv

d

Cypress S

hado

ws

ONE WAY

R6-1L

36"x12"

0700 1 11

OM1-3

18"x18"

0705 10 1

OM1-3

18"x18"

0705 10 1

OM1-318"x18"

0705 10 1

R4-7

24"x30"

OM1-3

18"x18"

0700 1 11

0705 10 1

0705 10 1

OM1-3

18"x18"

761+

52

762+16

762+49

763+20

761

+91

CORKSCREW RD.

CY

PR

ES

S S

HA

DO

WS

BL

VD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

6" SOLID YELLOW 6" SOLID YELLOW

RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 20' OC

6" SOLID WHITE W/

LEFT TURN (TYP.)

DIRECTIONAL ARROW


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

+93

+23

+48

+23 +80

+83

WHITE

24" SOLID

11'

11'

4'

11'

11'

11'

5'

11'

11'

11'

4'

11'

11'

4'

6" 6-10 SKIP YELLOW

INDEX NO. 706-001

W/ RPM'S MD/Y

PAINT ISLAND NOSE

YELLOW REFLECTIVE

78' RT

+79

6" SOLID YELLOW

RPM'S Y/Y 10' OC


10' SPACING

18" SOLID YELLOW


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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TH

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EL

EC

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LE 61

G15-23.004,

F.

A.

C.

758

+40.0

0

765

+40.0

0

N50

Feet

0 10

S-24 MARKING PLAN


766 767 768 769 770 771 772LIM

IT

SP

EE

D

45

R2-1

0700 1 60

W6-3

0700 1 60

LIM

IT

SP

EE

D

45

R2-130"x36"

0700 1 11

767+00

ACCESS

NO

R/W LINE

RELOCATE TO

PRIVATE SIGN

0700 1 50

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" SOLID YELLOW

RPM'S W/R 20' OC

6" SOLID WHITE W/


PAVEMENT MESSAGE

+55

+90

+40

11'

11'

11'

11'

11'

4'

4'

11'

11'

4'

11'

11'

4'

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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LE 61

G15-23.004,

F.

A.

C.

765

+40.0

0

772

+40.0

0

N50

Feet

0 10

MARKING PLAN


S-25

773 774 775 776 777 778 779

TO S

TO

P

PR

EP

AR

ED

BE

W3-4

0700 1 60

NE

XT SIG

NA

L

CT

Mid

nig

ht BlueBL

VD

Bella T

erra

FL

AS

HIN

G

WH

EN

W16-13P

Y Y

LIM

IT

SP

EE

D

45

R2-1

30"x36"

0700 1 11

0700 2 60

NE

XT SIG

NA

L

CT

Mid

nig

ht BlueBL

VD

Bella T

erra

0700-2-14

TO LEE COUNTY.

AND ASSOCIATED EQUIPMENT

RETURN FLASHING BEACON

DURING REMOVAL AND

FLASHING BEACON SYSTEM


775

+00

GUIDE SIGN NO.4

67.0

0'

RT

777

+00

CORKSCREW RD.

RPM'S W/R 40' OC

6" SOLID WHITE W/

RPM'S W/R 40' OC

6" SOLID WHITE W/

6" SOLID WHITE

6" SOLID WHITE

6" 2-4 SKIP WHITE

6" SOLID YELLOW


PAVEMENT MESSAGE

+12

4'

11'

11'

11'

11'

4'

11'

11'

11'

11'

4'

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

L

TH

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OF

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CI

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OF

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TH

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EC

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GN

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AN

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LE 61

G15-23.004,

F.

A.

C.

772

+40.0

0

779

+40.0

0

N50

Feet

0 10

S-26 MARKING PLAN


780 781 782 783 784 785 786

R4-7

0700 1 60

R4-7

0700 1 60

R4-7

0700 1 60

BIK

E L

ANE

R3-17

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60

Rd

Corkscrew

Ct

Mid

nig

ht

Blue

Rd

Corkscrew

Ct

Mid

nig

ht Blue

W4-2R

36"x36"

0700 1 11

BIK

E L

ANE

R3-17

24"x18"

0700 1 11

BIK

E L

AN

E

R3-17

24"x18"

0700 1 11

0700 1 60

R4-7

24"x30"

OM1-3

18"x18"

0700 1 11

R4-7

24"x30"OM1-3

18"x18"

0700 1 11

0705 10 1

0705 10 1

AND OVERHEAD SIGNS



782+25

784

+20

784

+80

783+83

781+60

Signs/Post

Non-Std

CORKSCREW RD.

BE

LL

A T

ER

RA

BL

VD.

6" SOLID WHITE

6" SOLID WHITE

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 20' OC

6" SOLID WHITE W/

RPM'S W/R 40' OC


RPM'S W/R 40' OC


RPM'S W/R 40' OC


6" 2-4 SKIP WHITE

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

RIGHT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

LEFT TURN (TYP.)

DIRECTIONAL ARROW

LANE REDUCTION (TYP.)

DIRECTIONAL ARROW

MERGE (TYP.)

PAVEMENT MESSAGE

6" SOLID YELLOW

6" SOLID YELLOW

6" 2-4 SKIP WHITE

24" SOLID WHITE

24" SOLID WHITE

24" SOLID WHITE

12" SOLID WHITE

12" SOLID WHITE


PAVEMENT MESSAGE

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+96

+35

+28

+80

+82

+20

+00

+50 12" S

OLID

WHIT

E

WHITE

24" SOLID

5'

11'

11'

11'

11'

4'

11'

11'

11'

11'

4'

11'

5'

11'

11'

11'

+25

10'

8'

8'10'

8'

10'

9' 10'

12" SOLID WHITE

MID

NIG

HT

BL

UE

CT.

INDEX NO. 706-001

W/ RPM'S MD/Y

ISLAND NOSE


YELLOW

6" SOLID

INDEX NO. 706-001

W/ RPM'S MD/Y

ISLAND NOSE


RPM'S Y/Y 10' OC


10' SPACING

YELLOW

18" SOLID


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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LE 61

G15-23.004,

F.

A.

C.

779

+40.0

0

786

+40.0

0

N50

Feet

0 10

S-27 MARKING PLAN


787 788 789 790 791 792 793

R4-7

0700 1 60

TO S

TO

P

PR

EP

AR

ED

BE

W3-4

FL

AS

HIN

G

WH

EN

W16-13P

0700 1 60

W6-2

0700 1 60

Y Y

W6-2

36"x36"

0700 1 11

NE

XT SIG

NA

L CT

Mid

nig

ht

Blue

BL

VD

Bella T

erra

0700-2-14

TO LEE COUNTY.

AND ASSOCIATED EQUIPMENT

RETURN FLASHING BEACON

DURING REMOVAL AND

FLASHING BEACON SYSTEM


791

+60

GUIDE SIGN NO.5

68.00' LT

789+00

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

6" SOLID WHITELANE REDUCTION (TYP.)

DIRECTIONAL ARROW

MERGE (TYP.)

PAVEMENT MESSAGE

RPM'S W/R 20' OC

6" SOLID WHITE W/

6" 2-4 SKIP WHITE

RPM'S W/R 40' OC


6" SOLID YELLOW

BICYCLE THRU (TYP.)

DIRECTIONAL ARROW

+98

+15

+50

+00

+10

11'

5'

11'

11'

11'

11'

11'

4'

11'

11'

4'

LEFT TURN (TYP.)

DIRECTIONAL ARROW


PAVEMENT MESSAGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

UB

MIT

TA

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TH

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OF

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OF

THI

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T I

S

TH

E

EL

EC

TR

ONI

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LE 61

G15-23.004,

F.

A.

C.

786

+40.0

0

793

+40.0

0

N50

Feet

0 10

S-28 MARKING PLAN


295 296297

298

195 196197

198

794800799798797795 796

W6-1

0700 1 60

LIM

IT

SP

EE

D

45

R2-1

0700 1 60 BIK

E L

AN

E

R3-17

0700 1 60

W6-3

0700 1 60

NE

XT SIG

NA

L CT

Mid

nig

ht

Blue

BL

VD

Bella T

erra

0700 2 60

BIK

E L

ANE

R3-17

30"x24"

0700 1 11

EN

DS

R3-17BP

24"x8"

BIK

E L

AN

E

R3-17

24"x18"

0700 1 11

W6-1

36"x36"

0700 1 11

W6-3

36"x36"

0700 1 11

0700 1 11

30"x36"

R2-1

LIM

IT

SP

EE

D

45

794

+00

794+93

800+00

797+00

794

+80

CORKSCREW RD.

6" SOLID WHITE

6" SOLID WHITE

6" SOLID WHITE

6" SOLID WHITE

6" SOLID YELLOW

6" SOLID YELLOW

6" 2-4 SKIP WHITE

RPM'S W/R 40' OC


RPM'S W/R 20' OC

8" SOLID WHITE W/

20' SPACING

18" SOLID WHITE

BICYCLE SYMBOL

PAVEMENT MESSAGE

BICYCLE THRU

DIRECTIONAL ARROW

+48

+00

+00

STA. 800+00.00

END SIGNING & PAVT. MARKING

11'+00

5'

11'

5'

6" SOLID YELLOW

+62

+91


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

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MIT

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LE 61

G15-23.004,

F.

A.

C.

793

+40.0

0

800

+40.0

0

N50

Feet

0 10

S-29 MARKING PLAN


5354

55

56

57

LIM

IT

SP

EE

D

45

R2-1

MA

LL

OU

TLE

T

DO NOT

ENTER

R5-1

ONE WAY

R6-1R

DO NOT

ENTER

R5-1

ONE WAY

R6-1R

STOP

R1-1

NE

XT SIG

NA

L

RD

Corkscre

w

RIG

HT L

AN

E

MU

ST

TU

RN R

IGH

T

R3-7R

RIG

HT L

AN

E

MU

ST

TU

RN R

IGH

T

R3-7R

R1-1

STOP

0700 1 11

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO

RE

MAI

N

TO REMAIN

TO REMAINTO REMAIN

0705 10 1

BEN HILL GRIFFIN PKWY

RP

M'S

W/

R 20'

OC

6" S

OLID

WHIT

E

W/

(TYP.)

MARKINGS TO REMAIN

EXISTING PAVEMENT

RPM'S W/R 20' OC

6" SOLID WHITE W/

LEFT TURN (TYP.)

DIRECTIONAL ARROW

+17

+67


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



100

% S

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MIT

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UN

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R

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LE 61

G15-23.004,

F.

A.

C.

N

50

Feet

0 10

52

+20.0

0

S-30 MARKING PLAN


7/31/2020joann.winter C:\Project\18-0119\Phase-I\signing\GSWKSP01.dgn12:23:46 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



TH

E

OF

FI

CI

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OF

THI

S

SH

EE

T I

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E

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EC

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UN

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LE 61

G15-23.004,

F.

A.

C.

8.55" 132.9" 8.55"

12'-6"

5.5"

8"

8"

8"EM

18.5"

5.48"

8"EM

8.05"

8"

8"

6"E

4.48"

4'-

0"

Panel Style: guide_con_street.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=2.88"

TH=1.13"

IN=0.13"

7.3" 159.4" 7.3"

14'-6"

5.3"

8"

9.4"

8"EM

17.3"

5.27"

8"EM

9.43"

8"

7.03"

6"E

4.27"

4'-

0"



BORDER

R=2.88"

TH=1.13"

IN=0.13"

8.4" 151.2" 8.4"

14'-0"

7"

8"EM

8"

8"EM

8"

8"EM

7"

7"

8"

8"

8"

8"

8"

7"

8.95"

6"

39.05"

4'-

6"

Panel Style: guide_con_destination.ssi


BORDER

R=2.88"

TH=1.13"

IN=0.13"

9.25" 131.5" 9.25"

12'-6"

8"

8"EM

7"

6"E

7"

3'-

0"



BORDER

R=2.63"

TH=1.13"

IN=0.13"

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

SPACE SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPYCOPY

SPACE

SPACE

COPY

SPACE

COPY

SYMBOL(S) X Y WID HTANGLE

11.06

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

11.33 W6X12 1

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

2

Edge Of Lane


10.66


WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

4

QTY

12.7 W6X12 4

SIGN

NUMBER


LENGTH

2

Edge Of Lane


9.87


WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

3

3B

QTY

12.75 W6X12 3

SIGN

NUMBER


LENGTH

2

2

13.75

W6X12

Edge Of Lane


10.66


WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

18.71 W6x12 2

SIGN

NUMBER


LENGTH

2

Edge Of Lane

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


WORKSHEET

GUIDE SIGN

S-31

1

D1-3 1

14'-0" 1.13"

640+80

4'-6" 2.88"

White White

Green

2

D3-2 1

14'-6" 1.13"

643+00

4'-0" 2.88"

White White

Green

D3-2 2

12'-6" 1.13"

655+00

3'-0" 2.63"

White White

Green

670+00

D3-2 1

12'-6" 1.13"

777+00

4'-0" 2.88"

White White

Green

3B

9.87

7/31/2020joann.winter C:\Project\18-0119\Phase-I\signing\GSWKSP01.dgn12:23:46 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET







Ph. 239-337-3330



TH

E

OF

FI

CI

AL

RE

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RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

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SI

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UN

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RU

LE 61

G15-23.004,

F.

A.

C.

9.9" 130.2" 9.9"

12'-6"

5.4"

8"

8"

8"EM

18.6"

5.37"

8"EM

8"

8"

8.25"

6"E

4.37"

4'-

0"



BORDER

R=2.88"

TH=1.13"

IN=0.13"

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



WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER


LENGTH

Edge Of Lane



WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER


LENGTH

Edge Of Lane



WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER


LENGTH

Edge Of Lane


10.66


WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

13.7 W6X12 5

SIGN

NUMBER


LENGTH

2

Edge Of Lane



WORKSHEET

GUIDE SIGN

S-32

5

D3-2 1

12'-6" 1.13"

789+00

4'-0" 2.88"

White White

Green

corkscrew road widening - phase i plans...ben hill griffin parkway to bella terra boulevard state...

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