the village of estero lee county, florida works... · tcs certificate of authorization no. 27796....

6

7

19

30

ESTERO

DELIMITED AREA

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23

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ESTERO

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18

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SITE

WilliamsRoad

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R.A.U.D.

31

Estero

High

School

GULF

RAILWAY

ohnsonJ

SEEINSET

"C"

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

P.E. NO.:

ENGINEER OF RECORD:

PLANS PREPARED BY:

SHEET DESCRIPTIONSHEET NO.

TO BE SUBMITTED TO:

SHEET

NO.

FISCAL

YEAR

SHOP DRAWINGS

S-1

INDEX OF SIGNING & MARKING PLANS

DESCRIPTIONDATE

KEY SHEET REVISIONS

BEE LINE

EXPRESSWAY

F

L

O

R

I

D

A

S

T

U

R

N

P

I

K

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

75

4

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

LAKE

CITY

For Design Standards click on the "Design Standards" link at the

following web site:

For the Standard Specifications for Road and Bridge Construction

click on the "Specifications" link at the following web site:

GOVERNING STANDARDS AND SPECIFICATIONS:

HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT/DEFAULT.SHTM

http://www.dot.state.fl.us/specificationsoffice/

Design Standards

Standard Specifications

N

0 1 2

Miles

N

0 1 2

Miles

S-1

S-3

KEY SHEET

TABULATION OF QUANTITIES

S-5 TO S-10

PLANS PREPARED FOR:

VILLAGE OF ESTERO

2800 DAVIS BLVD SUITE 200 NAPLES FL 34104

TREBILCOCK CONSULTING SOLUTIONS PA

CERTIFICATE OF AUTHORIZATION No. 27796

PHONE: 239 566 9551

FAX: 239 566 9553

NORMAN J. TREBILCOCK PE AICP

47116

Florida Department of Transportation, STANDARD PLANS 2019-20 and

revised Index Drawings as appended herein, and 2019 Standard

Specifications for Road and Bridge Construction, as amended by

Contract Documents.

R 25 E

R 25 E

T 49 S

END PROJECT

PROJECT LOCATION

19

S:\Operations\Projects\2 City - Village of Estero\Estero Pkwy Improvements - US41 to Three Oaks Pkwy\Signing & Marking\Estero Parkway SM 10-21-19.dwg

S-4 GENERAL NOTES

T 48 S

R 26 E

T 50 S

T 49 S

R 26 E

ESTERO PKWY ROADWAY & PEDESTRIANIMPROVEMENTS US 41 TO THREE OAKS PKWY

VILLAGE OF ESTEROPROJECT NO. CN 2017-01

SIGNING & PAVEMENT MARKING PLANS

THE VILLAGE OF ESTEROLEE COUNTY, FLORIDA

SIGNING & MARKING PLANS

S-2 PLAN LAYOUT MAP

BEGIN PROJECT

ISSUE FOR SUBMITTAL DATE: 10/21/19

10/21/19 PLAN REVISION #2

Owner

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PC STA. 305+29.61

PT STA. 305+29.95

End STA. 305+79.82

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NORMAN TREBILCOCK, AICP, PE #47116

TCS CERTIFICATE OF AUTHORIZATION No. 27796

S-2

$FILE$$TIME$

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATEDESCRIPTION

SHEET

NO.

PLAN LAYOUT MAPNA

LEE NA

N


ESTERO PKWY IMPROVEMENTS

US41 TO THREE OAKS PKWY

ESTERO PARKWAY

N

NTS

S

-

5

U

S

4

1

S-5 S-6

S-6

S-7

S-7

S-8

S-8

S-9

S-9 S-10

WALMART SHOPPING

CENTER

ESTERO RIDGE

OSPREY COVE BLVD

CALADESI DR

RR EASEMENT

RESERVE ESTERO

TRACT CT

OSPREY COVE BLVD

TUSCANY PARK DR

THREE OAKS PKWY

ROOKERY DR

CYPRESS VIEW DR

CASCADES ISLE BLVD


AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

S00°36'33"E

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2622.29'

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BELLE LAGO HOMEOWNERS ASSN. (STRAP# 21-46-25-E2-00001.00CE)

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HERMES INVESTMENT CO. INC. (STRAP# 28-46-25-E1-U1854.2558)

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

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S00°36'33"E

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2622.29'

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BELLE LAGO HOMEOWNERS ASSN. (STRAP# 21-46-25-E2-00001.00CE)

AutoCAD SHX Text

HERMES INVESTMENT CO. INC. (STRAP# 28-46-25-E1-U1854.2558)






DATE DESCRIPTION

REVISIONS

DATEDESCRIPTION

SHEET

NO.


LEE NA

S-3


NA





AutoCAD SHX Text

DESCRIPTION

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UNIT

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PAY ITEM NO.

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PLAN

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SHEET NUMBERS

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FINAL

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FINAL

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PLAN

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FINAL

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PLAN

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FINAL

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PLAN

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FINAL

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PLAN

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FINAL

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PLAN

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S-6

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S-7

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S-8

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S-9

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S-10

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711-15-101

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THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6"

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GM

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700-1-11

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SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF

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AS

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710-11-160

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THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL

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EA

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711-11-125

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THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE

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LF

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PLAN

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FINAL

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TOTAL THIS SHEET

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10% CONTINGENCY

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711-11-124

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THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS

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LF

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700-1-50

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SINGLE POST SIGN, RELOCATE

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AS

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706-3

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RETRO-REFLECTIVE PAVEMENT MARKERS

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EA

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711-15-231

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THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP

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GM

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711-11-141

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THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6"

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LF

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700-1-60

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SINGLE POST SIGN, REMOVE

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710-11-170

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THERMOPLASTIC, STANDARD, WHITE, ARROW

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EA

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AS

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711-15-201

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THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6"

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GM

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711-11-123

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THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK

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LF

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523-1-3

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PATTERNED PAVEMENT, VEHICULAR AREAS- GREEN BIKE LANE

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SY

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S-5

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171

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73

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73

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145

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290

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145

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142

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168

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176

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178

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190

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82

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18

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8

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4

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7

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12

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6

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42

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15

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12

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25

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40

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20

AutoCAD SHX Text

429

AutoCAD SHX Text

233

AutoCAD SHX Text

981

AutoCAD SHX Text

595

AutoCAD SHX Text

200

AutoCAD SHX Text

140

AutoCAD SHX Text

1175

AutoCAD SHX Text

292

AutoCAD SHX Text

672

AutoCAD SHX Text

1305

AutoCAD SHX Text

2287

AutoCAD SHX Text

590

AutoCAD SHX Text

1.15

AutoCAD SHX Text

2.19

AutoCAD SHX Text

2.01

AutoCAD SHX Text

2.07

AutoCAD SHX Text

2.10

AutoCAD SHX Text

1.10

AutoCAD SHX Text

0.36

AutoCAD SHX Text

0.72

AutoCAD SHX Text

0.58

AutoCAD SHX Text

0.62

AutoCAD SHX Text

0.64

AutoCAD SHX Text

0.28

AutoCAD SHX Text

0.54

AutoCAD SHX Text

0.63

AutoCAD SHX Text

0.63

AutoCAD SHX Text

0.67

AutoCAD SHX Text

0.72

AutoCAD SHX Text

0.31

AutoCAD SHX Text

897

AutoCAD SHX Text

936

AutoCAD SHX Text

55

AutoCAD SHX Text

154

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2,438

AutoCAD SHX Text

140

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6,321

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10.62

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3.20

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3.50

AutoCAD SHX Text

700-2-12

AutoCAD SHX Text

MULTI- POST SIGN, F&I GROUND MOUNT, 12-20 SF

AutoCAD SHX Text

AS

AutoCAD SHX Text

700-11-131

AutoCAD SHX Text

ELECTRONIC DISPLAY SIGN, FURNISH & INSTALL GROUND MOUNT- AC POWERED, SPEED FEEDBACK SIGN, UP TO 12 SF

AutoCAD SHX Text

AS

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

8

AutoCAD SHX Text

4

AutoCAD SHX Text

12

AutoCAD SHX Text

14

AutoCAD SHX Text

43

AutoCAD SHX Text

65

AutoCAD SHX Text

122

AutoCAD SHX Text

1

AutoCAD SHX Text

700-3-401

AutoCAD SHX Text

SIGN PANEL, INSTALL, UP TO 12 SF

AutoCAD SHX Text

EA

AutoCAD SHX Text

4

AutoCAD SHX Text

4

AutoCAD SHX Text

8

AutoCAD SHX Text

2





S-4

$FILE$$TIME$


DATE DESCRIPTION

REVISIONS

DATEDESCRIPTION

SHEET

NO.

GENERAL NOTES

NALEE NA





AutoCAD SHX Text

%%USIGNING AND PAVEMENT MARKING NOTES:

AutoCAD SHX Text

2. ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE

AutoCAD SHX Text

REMOVED, STOCKPILED AND RELOCATED BY THE CONTRACTOR. SIGN REMOVAL SHALL BE

AutoCAD SHX Text

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

3. SIGNING AND PAVEMENT MARKINGS TO BE DONE IN ACCORDANCE WITH THE MANUAL ON UNIFORM

AutoCAD SHX Text

TRAFFIC CONTROL DEVICES, LATEST ADOPTED SPECIFICATIONS OF THE LEE COUNTY DEPARTMENT

AutoCAD SHX Text

4. BICYCLE PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 711-002

AutoCAD SHX Text

5. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 711-001.

AutoCAD SHX Text

6. MATCH EXISTING PAVEMENT MARKINGS AT THE PROJECT LIMITS OF CONSTRUCTION. ALL

AutoCAD SHX Text

EXISTING STRIPING THAT IS IN CONFLICT WITH THE PROPOSED STRIPING AS SHOWN IN THESE

AutoCAD SHX Text

PLANS IS TO BE REMOVED BY WATER BLASTING, AS APPLICABLE.

AutoCAD SHX Text

7. SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES,

AutoCAD SHX Text

DRAINAGE, DRIVEWAYS, CURB CUTS, ETC. SHALL BE ADJUSTED AS DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

8. ALL NEW SIGNS SHALL HAVE HIGH INTENSITY GRADE SHEETING.

AutoCAD SHX Text

9. IF A SIGN REQUIRES REMOVAL AND IT IS NOT IMMEDIATELY RELOCATED OR REPLACED, TEMPORARY SIGNS SHALL BE PLACED AND MAINTAINED FOR MOTORIST SAFETY AND INFORMATION BY CONTRACTORS EXPENSE.

AutoCAD SHX Text

1. ALL MARKINGS SHALL BE LEAD-FREE THERMOPLASTIC, UNLESS OTHERWISE NOTED IN THE PLANS. BICYCLE MARKINGS SHALL BE PAINT.

AutoCAD SHX Text

10. PLACEMENT OF REFLECTIVE PAVEMENT MARKERS (RPM'S) SHALL BE IN ACCORDANCE WITH FDOT

AutoCAD SHX Text

INDEX NO. 706-001. BDY = BIDIRECTIONAL YELLOW; BD/RC = BIDIRECTIONAL / RED CRYSTAL.

AutoCAD SHX Text

OF TRANSPORTATION AND FY 19-20 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.

SPEED

LIM

IT

45

RIG

HT

LA

NE

MU

ST

TU

RN

R

IG

HT

RIG

HT

LA

NE

MU

ST

TU

RN

R

IG

HT

LE

FT

LA

NE

MU

ST

TU

RN

LE

FT

41

NO

RT

H

LE

FT

LA

NE

MU

ST

TU

RN

LE

FT

R

7

5

'

O

N

LYO

N

LYO

N

LY

O

N

LY

STOP

ONLY

S

A

NS

A

N S

A

N

S

A

N

W

A

T

E

R

S

A

NS

A

N S

A

N

S

A

N

W

A

T

E

R

S

A

NS

A

N S

A

N

S

A

N

W

A

T

E

R

S

A

NS

A

N S

A

N

S

A

N

W

W

W

W

W

W

W

W

W

W

S

T

S

T

S

T

S

T

S

T

S

T

S

T

T

T

W

A

T

E

R

S

S

W

A

T

E

R

W

A

T

E

R

W

A

T

E

R

N

P

W

F

O

F

O

F

O

BE(D)

BE(D)

R

7

5

'

50'

11'

1161

1162

1163

209210 211 212 213 214

215

2

1

6

2

1

7

2

1

8

Beg. STA. 209+92.88

PC STA. 214+39.24

S. T

AM

IA

MI T

R

STOP

WW

WW

ST

ST

ST

ST

ST

ST

NPW

SS

WATER

WATER

T

WW

NPW

NPW

NPW

FO

FO

FO

FO

R75'

R75'

R75'

2

1

7

2

1

8

2

1

9

220

221

222

223

224

225

P

T S

TA

. 222+

50.40

LEE NA

S-5

ROAD NO. COUNTY FINANCIAL PROJECT ID

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

S:\Operations\Projects\2 City - Village of Estero\Estero Pkwy Improvements - US41 to Three Oaks Pkwy\Signing & Marking\Estero Parkway SM

10-21-19.dwg

10/22/2019 6:59:00 AM




ESTERO PKWY

NA


WALMART SHOPPING

CENTER

OSPREY COVE BLVD

ESTERO RIDGE

US 41

ESTERO PKWY

N20

60

Feet

0

N

2060

Feet

0

MEDIAN #1

MEDIAN #2

MEDIAN #4

MEDIAN #3




RW LINE

B

L

EXISTING 24" WHITE

6" WHITE

6" WHITE (10'-30')

TO REMAIN

TO BE RELOCATED

TO BE REMOVED

TO REMAIN

6" YELLOW

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE 2'-4' (TYP)

6" WHITE 2'-4' (TYP)

18" WHITE

6" WHITE

TO BE RELOCATED

TO REMAIN

18" WHITE

6" WHITE (10'-30')

EX.6" WHITE

TO REMAIN

EX. 12" WHITE

CROSSWALK

6" YELLOW

6" YELLOW

6" WHITE

EXISTING DIRECTIONAL ARROWS &

MESSAGES BY OTHERS (TYP)

TO REMAIN

DIRECTIONAL ARROW (TYP)

D

O

N

O

T

E

N

T

E

RR-05-01

D

O

N

O

T

E

N

T

E

R

R-03-02

6" WHITE (6'-10')

6" WHITE (6'-10')

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

6" WHITE (6'-10')

6" YELLOW (6'-10')

6" YELLOW (6'-10')

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

TO REMAIN

TO REMAIN

EXISTING

CROSSWALK TO

REMAIN

REMOVE EXISTING

SIGN

EXISTING STOP

SIGN TO REMAIN

PROPOSED

STOP BAR

PROPOSED

CROSSWALK

R3-5R

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT

TO REMAIN

EX. 6" YELLOW

TO REMAIN

18" YELLOW & DOUBLE

6" YELLOW

ST

OP

O

N

L

Y

R3-5R

R1-1

O

N

E

W

A

Y

R-03-02

R-05-01

R-06-01R

O

N

E

W

A

Y

EXISTING DIRECTIONAL ARROWS &

MESSAGES BY OTHERS (TYP) TO

REMAIN


12" WHITE (3'-9')

GREEN COLOR

PAVEMENT

7' BUFFERED

BIKE LANE

GREEN COLOR

PAVEMENT

24" WHITE

(TIE INTO EXISTING)

6" WHITE 2'-4'

(TYP)

75' RADIUS ALL

GUIDELINES


AutoCAD SHX Text

C

R

R

YOUR

SPEED

X X

W

W

W

WW

W

NPW

NPW

SPEED

LIM

IT

45

SID

EW

ALK

EN

DS

100 F

T

226 227 228 229 230 231 232 233 234

RR

DO

N

OT

ST

OP

ON

TR

AC

KS

DO

N

OT

ST

OP

ON

TR

AC

KS

FMFMFMFM

W

W

W

W

ELEC

T

T

T

NPW

NPW

NPW

FO

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

B

E

(

D

)

SID

EW

ALK

EN

DS

100 F

T

235 236 237 238 239 240 241 242 243

LEE NA

S-6



REVISIONS

SHEET

NO.


10/22/2019 6:59:06 AM





NA

R

R

C

R

O

S

S

I

N

G

ESTERO PKWY

ESTERO PKWY

N

2060

Feet

0

N

2060

Feet

0

MEDIAN #4

MEDIAN #5




RW LINE

B

L

RW LINE

RW LINE

B

L

6" WHITE

(BUFFERED

BIKE LANE)

6" WHITE

(BUFFERED

BIKE LANE)

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (10'-30')DIRECTIONAL A

RROW (TYP)



6" YELLOW

6" YELLOW

6" WHITE

6" WHITE 2'-4'

(TYP)

EXISTING STOP

BAR TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

6" WHITE

(6'-10')

6" WHITE (6'-10')

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

RAIL ROAD

MARKINGS

RAIL ROAD

MARKINGS

24" WHITE

24" WHITE

24" WHITE24" WHITE

ELECTRONIC

DISPLAY SIGN

"YOUR SPEED"

R2-01

EXISTING STOP

BAR TO REMAIN

EXISTING 6" WHITE

TO REMAIN

EXISTING 6" WHITE

TO REMAIN

NOTE:

NO WORK WITHIN

THE RAILROAD

RIGHT OF WAY


SAN

W

W

W

W

W

W

SAN

W

W

W

W

W

W

SAN

W

W

W

W

W

W

SAN

SAN

SAN

W

W

W

W

W

W

GAS

NPW

NPW

NPW

R75'

R75'

244 245 246 247248

249

250

251

252

PC STA. 247+26.57

W WW WW W

ELEC

ELEC

ST

NPW

G

NPW

NPW

NPW

NPW

253

254

255

256257

258

259

260

261

PT STA. 259+62.70

LEE NA

S-7



REVISIONS

SHEET

NO.


10/22/2019 6:59:12 AM





CALADESI DR

NA

ESTERO PKWY

ESTERO PKWY

N20

60

Feet

0

N

20

60

Feet

0

MEDIAN #6

MEDIAN #7




RW LINE

RW LINE

B

L

6" WHITEFLEX STICK

TO BE RELOCATED


6" YELLOW

6" YELLOW

FLEX STICK

TO BE RELOCATED

6" WHITE (10'-30')

6" WHITE (10'-30')


FLEX STICK

TO BE RELOCATED

TO BE RELOCATED

6" WHITE 2'-4'

(TYP)

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (6'-10')

6" WHITE (6'-10')

6" YELLOW (6'-10')

6" WHITE 2'-4'

(TYP)

75' RADIUS ALL

GUIDELINES

SECTION LINE

SECTION CORNER

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

R3-04

EXISTING

CROSSWALK TO

REMAIN

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT


R105'

R100'

R75'

R75'

W W

W W

W W

W W

W W

W W

W W

W W

W W

SANSAN

W W

W W

W W

GAS

GAS

ST

262

263

264

265

266

267

268

269

270

NPW

NPW

NPW

NPW

FO

FO

271

272

273

274

275

276

277

278

279

PC STA. 277+88.01

LEE NA

S-8



REVISIONS

SHEET

NO.


10/22/2019 6:59:18 AM







RESERVE ESTERO TRACT CT

NA

ESTERO PKWY

ESTE

RO P

KWY

CASCADES ISLE BLVD

N20

60

Feet

0

N

2060

Feet

0

MEDIAN #8

MEDIAN #8


RW LINE

RW LINE

B

L

RW LINE

RW LINE

B

L

6" WHITE

6" WHITE

6" WHITE

6" WHITE 2'-4'

(TYP)

6" WHITE 2'-4'

(TYP)

TO BE REMOVED

TO BE REMOVED

TO REMAIN

6" WHITE (10'-30')

6" WHITE (10'-30')

6" YELLOW

6" YELLOW

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (10'-30')

6" YELLOW

6" YELLOW 2'-4' (TYP)

6" WHITE

(6'-10')

6" WHITE (6'-10')



7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

EXISTING

CROSSWALK TO

REMAIN

EXISTING

CROSSWALK TO

REMAIN

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT


AutoCAD SHX Text

C

SPEED

LIM

IT

45

SPEED

LIM

IT

45

W W

W W W W

W W

W W

W W W W

W W

W W

W W W W

W W

SAN

W W W W

W W

W W

G

E

ELEC

NPW

W W

T

NPW

FO

FO

FO

FO

FO

FO

FO

1

2

i

n

W

M

(

C

)

12in WM (C)12in WM (C)

12in WM (C)

R75'

R75'

R75'

R75'

280

281282

283

284285

286

287288

PT STA. 280+89.05

IN

DIA

L

9-1-1

LE

E C

OU

NT

Y

FO

R E

ME

RG

EN

CY

YOUR

SPEED

X X

W W

W W

W W

W W

W W

W W

W W

W W

W W

WM

W W

W W

W W

W W

NPW

NPW

NPW

12in WM (C)


12in WM (C)


12in WM (C)

12in WM (C) 12in WM (C)12in WM (C)




12in WM (C)

12in WM (C)

12in WM (C)

12in WM (C)

SPEED

LIM

IT

45

R75'

R75'

289

290291

292293

294

295296

297

LEE NA

S-9



REVISIONS

SHEET

NO.

S:\Operations\Projects\2 City - Village of Estero\Estero Pkwy Improvements - US41 to Three Oaks Pkwy\Signing & Marking\Estero Parkway SM

10-21-19.dwg

10/22/2019 6:59:24 AM





CYPRESS VIEW DR

NA

ESTERO PKWY

ESTERO PKWY

ROOKERY DR

TUSCANY PARK DR

HEATHERSTONE WAY

N20

60

Feet

0

N20

60

Feet

0

MEDIAN #8

MEDIAN #9

MEDIAN #9

MEDIAN #10




RW LINE

B

L

RW LINE

FLEX STICK

6" WHITE

6" WHITE


6" YELLOW

6" YELLOW

18" WHITE 8" WHITE

18" WHITE8" WHITE


6" YELLOW

TO BE REMOVED

TO REMAIN

TO BE REMOVED

TO REMAIN

TO REMAIN

TO BE REMOVED

TO REMAIN

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE (10'-30')

6" WHITE

6" YELLOW



6" WHITE


6" YELLOW

6" YELLOW (6'-10')

6" WHITE (6'-10')

6" WHITE

(6'-10')

6" WHITE

(6'-10')

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

6" WHITE 2'-4'

(TYP)

6" WHITE 2'-4'

(TYP)

6" WHITE 2'-4'

(TYP)

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

12" WHITE

CROSSWALK24" STOP BAR

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT

ELECTRONIC

DISPLAY SIGN

"YOUR SPEED"

R2-01

STOP

ONLY

R3-5R

R1-1

STOP

ONLY

R3-5R

6" WHITE 2'-4'

(TYP)


AutoCAD SHX Text

C

ONE WAY

BIK

E LA

NE

EN

DS

SPEED

LIM

IT

45

LE

FT

L

AN

E

MU

ST

TU

RN

L

EF

T

W WW WW WW W

NPW

FO

FO

FO

BE(D)

BE(D)

BE(D)

BE(D)

298299

300

301302

303304

305305

PC STA. 305+29.61

PT STA. 305+29.95

End STA. 305+79.82

65

66

67

LEE NA

S-10



REVISIONS

SHEET

NO.

S:\Operations\Projects\2 City - Village of Estero\Estero Pkwy Improvements - US41 to Three Oaks Pkwy\Signing & Marking\Estero Parkway SM 10-21-19.dwg10/22/2019 6:59:27 AM





NA

THREE OAKS PKWY

7 ELEVEN

ENTRANCE

N

2060

Feet

0

MEDIAN #10




RW LINE

RW LINE

B

L

6" WHITE (10'-30')

6" WHITE

TO REMAIN

TO REMAIN

TO BE REMOVED

6" WHITE (10'-30')

6" WHITE 2'-4'

(TYP)

6" WHITE

TO REMAIN

6" YELLOW

6" YELLOW

TO REMAIN

FLEX STICK

6" WHITE 2'-4'

(TYP)

TO REMAIN

TO REMAIN

24" WHITE

12" WHITE


6" WHITE

6" WHITE 6'-10'

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

7' BUFFERED

BIKE LANE

EXISTING

CROSSWALK TO

REMAIN

GREEN COLOR

PAVEMENT

GREEN COLOR

PAVEMENT


AutoCAD SHX Text

C