department of transportation - lee county, florida...project location lee county department of...

PROJECT LOCATION

LEE COUNTY

DEPARTMENT OF TRANSPORTATION

NO.

SHEET

YEAR

FISCAL

2:15:30 PM J:\CR044\CR044002.02\ms\signing\KEYSSP01.dgnWayne.Ponder 3/27/2020

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.

COUNTY PROJECT MANAGER:

INDEX OF SIGNING AND PAVEMENT MARKING PLANS

PLANS ENGINEER OF RECORD:

SIGNING AND PAVEMENT MARKING

S-1

Alejandro J. Slaibe, P.E.

CERTIFICATE OF AUTHORIZATION NO.: 29915

(727) 531-3505

CLEARWATER, FL 33759

380 PARK PLACE BOULEVARD, SUITE 300

CARDNO, INC.

P.E. NO.: 62449

JASON Y. YAM, P.E.

CIP NO.

200671

S-10

S-4 THRU S-9

S-3

S-2

S-1

SIGNING AND PAVEMENT MARKING PLANS

INTERSECTION CONTROL (ROUNDABOUT)

GATEWAY BOULEVARD AT GRIFFIN DRIVE/FAIRWAY LAKES DRIVE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED.

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

STATE OF

� � �

RE

ENI

GNE LANO

ISS

E

FO

RP

ESNECI

L

ADIRO

LF

No 62449

MAY .Y NOSAJ

GUIDE SIGN WORKSHEET

SIGNING AND PAVEMENT MARKINGS

PROJECT NOTES AND DETAILS

TABULATION OF QUANTITIES

KEY SHEET

20

(NOT FOR CONSTRUCTION)

MARCH 2020

60% PLANS

CERTIFICATE OF AUTHORIZATION 29915

CLEARWATER, FLORIDA 33759


CARDNO, INC.

P.E. LICENSE NUMBER 62449

JASON Y. YAM, P.E.

3/27/2020Wayne.Ponder J:\CR044\CR044002.02\ms\signing\TABQSP01.DGN2:16:03 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONSHT. NO.

S-2 QUANTITIES

TABULATION OF


PROJECT NO.

COUNTY


GATEWAY BOULEVARD AT GRIFFIN DRIVE

200672

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*THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED.

THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), LUMP SUM - ITEM NO. 710-90.

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-4 S-5 S-6 S-7 S-8 S-9

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

654-2-21 RECTANGULAR RAPID FLASHING BEACON, F&I-SOLAR POWERED, COMPLETE SIGN ASSEMBLY- SINGLE DIRECTION AS 1 1

654-2-22 RECTANGULAR RAPID FLASHING BEACON, F&I-SOLAR POWERED, COMPLETE SIGN ASSEMBLY- BACK TO BACK AS 1 1

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 1 1

700-1-60 SINGLE POST SIGN, REMOVE AS 1 1

700-2-11 MULTI-POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 1 1

710-11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 1 1

710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1 1

* RETRO-REFLECTIVE PAVEMENT MARKERS - BI-DIRECTIONAL WHITE/RED EA

* RETRO-REFLECTIVE PAVEMENT MARKERS - BI-DIRECTIONAL YELLOW/YELLOW EA

* STANDARD, WHITE, SOLID, 6" GM

* STANDARD, WHITE, SOLID, 8" GM

* STANDARD, WHITE, SOLID, 12" LF



* STANDARD, YELLOW, SOLID, 6" GM

* STANDARD, YELLOW, SOLID, 18" LF

* STANDARD, WHITE, 10-30 SKIP, 6" GM

* STANDARD, WHITE, 2-2 DOTTED GUIDELINE, 12" FOR ROUNDABOUT GM

* STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 6" GM

* STANDARD, YELLOW, 6-10 DOTTED EXTENSION LINE, 6" GM

* STANDARD WHITE MESSAGE

* YIELD EA

* LEFT EA

* THROUGH EA

* THROUGH / RIGHT EA

* THROUGH / LEFT ROUNDABOUT EA

* THROUGH / LEFT EA

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 1 1

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 6" GM 1 1

711-11-144 THERMOPLASTIC, STANDARD, WHITE, 2-2 DOTTED GUIDELINE, 12" FOR ROUNDABOUT GM 1 1

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 1 1

711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 6-10 DOTTED EXTENSION LINE, 6" GM 1 1

711-14-123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 1 1

711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK/STOPBAR LF 1 1

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE

YIELD EA 1 1

711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW

LEFT EA 1 1

THROUGH EA 1 1

THROUGH / RIGHT EA 1 1

THROUGH / LEFT ROUNDABOUT EA 1 1

THROUGH / LEFT EA 1 1

711-16-101 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 6" GM 1 1

711-16-102 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 8" GM 1 1

711-16-131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6", 10-30 SKIP GM 1 1

711-16-201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6" GM 1 1




CARDNO, INC.


JASON Y. YAM, P.E.

3/27/2020Wayne.Ponder J:\CR044\CR044002.02\ms\signing\GNNTSP01.dgn2:16:04 PM

DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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LE 61

G15-23.004,

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C.

PROJECT NOTES AND DETAILS S-3

1.5'

1.5'

varies

varies

varies

ISLAND PT

6" WHITE TO

6" YELLOW

6" WHITE

6" YELLOW

ISLAND PT

END TO

6" WHITE

FRONT VIEW SIDE VIEW

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

Approach Traffic

Flashing Beacon

Rectangular Rapid

W16-7P Sign

R10-25 Sign

Push Button

Nominal 4" (Sch. 40) Aluminum

Back to Back is Required.

Refer to Plans for Where

for Clarity of Installation.

Back to Back Signs Shown

"4

3

3"

Varie

s

See DETAIL "A"

1'-

9"

W11-2 Sign (See Note 4)

Solar Panel

and Controller

Solar Battery Compartment

Transformer Base and Foundation

Solar Panel

ALUMINUM POST IS FULLY SEATED INTO BASE.

6. ENGAGE ALL THREADS ON THE TRANSFORMER BASE AND POST UNLESS THE

5. INSTALL PUSH BUTTON AND R10-25 SIGN IN ACCORDANCE WITH INDEX 665-001.

SIGN FOR MULTILANE ROADWAYS.

4. INSTALL A 30" X 30" W11-2 SIGN ON TWO-LANE ROADWAYS AND A 36" X 36" W11-2

3. INSTALL CONTROLLER ON THE BACKSIDE OF POST FROM APPROACH TRAFFIC.

2. INSTALL THE RRFB IN PAIRS, ONE ON EITHER SIDE OF APPROACH TRAFFIC.

SOLAR-POWERED APPLICATIONS.

1. A TRANSFORMER BASE IS REQUIRED FOR BOTH CONVENTIONALLY-POWERED AND

FOR OPTIMAL EXPOSURE TO SUNLIGHT.

11. FOR SOLAR-POWERED APPLICATIONS, ORIENT SOLAR PANEL TO FACE SOUTH

BUSHING OR RUBBER GROMMET TOPROTECT CONDUCTORS.

10. WHEN WIRE ENTRY HOLES ARE DRILLED IN THE SIGN COLUMN, USE A

THE FRANGIBLE TRANSFORMER BASE.

POLE NON-FUSED WATERTIGHT BREAKAWAY ELECTRICAL CONNECTORS IN

9. FOR ASSEMBLIES CONNECTED TO CONVENTIONAL POWER, PROVIDE SINGLE

SLAB DIMENSIONS MAY BE ADJUSTED AS SHOWN IN THE PLANS.

DIMENSION IS 4'-0" BY 4'-0". IN URBAN AREAS WHERE SPACE IS LIMITED

8. INSTALL A CONCRETE SLAB AROUND ALL PULL BOXES. tHE MINIMUM SLAB

AND TRANSFORMER BASES.

7. MEET THE REQUIREMENTS OF SPECIFICATION 646 FOR ALUMINUM POLES

RRFB NOTES:

MEDIAN ISLAND DETAIL (TYP.)

DETAIL "A"

Flashing Beacon

Rectangular Rapid

W16-7P Sign

Sign

6"

"4

12

"2

1

"2

1

SHEETING SHALL BE TYPE 11 DIAMOND GRADE.

DESCRIBED IN FDOT STANDARD PLANS INDEX NO. 700-010. ALL SIGN REFLECTIVE

8. PAY ITEM 700-1-11: ALL SIGN POSTS SHALL BE SELECTED USING THE PROCESS

UNLESS OTHERWISE SHOWN ON THE PLANS.

SHALL BE COMPLETED AS SHOWN IN THE MEDIAN ISLAND DETAIL BELOW,

7. PAVEMENT MARKING AROUND THE NOSES OF ROUNDABOUT MEDIAN ISLANDS

(PERMANENT) THERMOPLASTIC MARKINGS.

PERMANENT PAVEMENT SHALL BE REMOVED PRIOR TO INSTALLING FINAL

6. ALL THE TEMPORARY PAVEMENT MARKINGS NOT FULLY COVERED BY THE

MARKINGS.

DAYS PRIOR TO INSTALLATION OF FINAL (PERMANENT) THERMOPLASTIC

5. FINAL ASPHALT COURSE SHALL HAVE TEMPORARY PAVEMENT MARKINGS FOR 14

SHOWN ON PLANS.

SPACING OF ALL REFLECTIVE PAVEMENT MARKERS (RPM'S) UNLESS OTHERWISE

4. REFER TO FDOT STANDARD PLANS INDEX NO. 706-001 FOR PLACEMENT, TYPE AND

PLANS.

STANDARD PLANS INDEX NO. 711-001 AND 711-002 UNLESS OTHERWISE SHOWN ON

3. ALL PAVEMENT MARKINGS AND CROSSING MARKINGS ARE TO CONFORM TO FDOT

STRIPES.

FEET (10') IN WIDTH. MEASUREMENTS SHALL BE FROM INSIDE TO INSIDE OF 12"

2. UNLESS OTHERWISE NOTED ON PLAN SHEETS, ALL CROSSWALKS SHALL BE TEN

SHALL HAVE A VERTICAL CLEARANCE OF EIGHT FEET (8') STANDARD.

UNLESS OTHERWISE NOTED ON PLANS. ALL SIGNS MOUNTED OVER SIDEWALKS

1. SIGNS SHALL BE PLACED BASED ON FDOT STANDARD PLANS INDEX NO. 700-101,

SIGNING AND PAVEMENT MARKING NOTES:




CARDNO, INC.


JASON Y. YAM, P.E.

3/27/2020Wayne.Ponder J:\CR044\CR044002.02\ms\signing\PLANSP01.dgn2:16:05 PM

DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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G15-23.004,

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141

142

143

144 145

300

IRR

IRR

IRR

IRR

IRR

IRR

IRR

144+53.4

675.1

2L

FN

D 4" X 4" C

M N

O I.D

. TO

P B

RO

KE

N

27.1

0'

27.1

2'

27.2

6'

27.2

6'

27.3

0'

27.8

1'

27.8

2'

27.8

5'

27.8

6' 27.8

6'

27.8

6'

27.8

8'

28.1

1'

28.1

7'

28.2

1'

28.3

0'

28.4

1'

28.4

2'

28.4

2'

28.4

8'

28.6

3'

28.7

7'

28.8

0'

28.8

2'

28.8

2'

STA. 145+79.21

BEGIN CONSTRUCTION

EXISTING

MATCH

1 AS

30"x30"

W2-6

24"x24"

W13-1p

25

M P H

700-1-11

+67

1 AS 700-1-60

Griffin Dr

TO REMAIN

EXISTING SIGN

GATEWAY BOULEVARD

GATEWAY BLVD.

£ SURVEY

S-4 SIGNING AND PAVEMENT

MARKINGS (1)

N

MA

TC

HLIN

E S

TA.

145

+00.0

0 P

LA

N S

HE

ET (2)

1"=40'

R/W LINE

R/W LINE




CARDNO, INC.


JASON Y. YAM, P.E.


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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G15-23.004,

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145 146 147 148 149 150

316

317

318

DY

H

ET

WM

WM

ET

EM

EM

t

T

IRR

E

T

IRR

T

ET

U

U

CB

25.9

7'

CB

25.9

9'

27.1

4'

27.1

7'

27.3

1'

27.4

1'

27.4

4'

27.4

4'

27.4

8'

27.5

2'

27.6

8'

S

27.7

2'

27.8

0'

27.8

3'

27.8

8'

27.9

1'

27.9

2'

27.9

6'

27.9

9'

28.0

5'

GATEWAY BOULEVARD

LAKES DRIVE

£ SURVEY FAIRWAY

£ SURVEY GRIFFIN DRIVE

STA. 145+79.21

BEGIN CONSTRUCTION

R/W LINE

D D

DD

W- W/R RPM'S @ 40'

6" WHITE (10'-30' SKIP)

6" YELLOW

6" WHITE

6" WHITE

ARROW (TYP)

PAVEMENT

18" WHITE

A

A

A

A

A

12" WHITE (TYP.)

24" WHITE (TYP.)

6" WHITE

18" WHITE

6" WHITE

6" YELLOW

6" WHITE6" WHITE

6" WHITE (2'-4' SKIP)

1 AS700-1-11

36"x36"

R3-8LT-TR

1 AS700-1-11

36"x36"

R3-8LT-TR

6" WHITE

6" YELLOWW- W/R RPM'S @ 40'

6" WHITE (10'-30' SKIP)

6" WHITE (2'-4' SKIP)

6" WHITE

6" YELLOW

6" WHITE

6" YELLOW

6" YELLOW

6" WHITE

6" WHITE

B

E

B

F

B

E

B

C

B

B

G

C

B

PAVEMENT MESSAGE (TYP)

154

EXISTING

MATCH

EXISTING

MATCH A

6" YELLOW

GATEWAY BLVD.

£ SURVEY

LA

KE

S

DRIV

E

FAIR

WA

Y

6" WHITE

18" WHITE

6" YELLOW

6" WHITEC

C

C

C

12" WHITE (2'-2' SKIP) (TYP.)

6" YELLOW

6" WHITE

6" WHITE

6" WHITE

DRIV

E

GRIF

FIN

+09

+74

+79

+63

+94

+07

+08

+07

+61

+64

+72

+78

+83

+09

+54

+67

+76

+78

+98

+04

+05

+44

+80

+89

+02

+95

+77

6" WHITE

W-Y/

Y

RP

M'S

@ 10'

6"

DO

UB

LE

YE

LL

OW

18"

YE

LL

OW

+10

+18

+27

+44

+33

+18

+32

+36

+15

+17

+05

+90

+67

+71

+26

+42

+40

+02

+12

+35

+25

B

C/C

+30

+36

+06

+58

+64

+78

+96

+21

+23

+37

+37

+48

+45

+40

+57

+63

+21

+28

+11

+11

+96

+84

+89

+07

+02

+88

+16

+52

+50

+16

+84

+37

+12

+43

+82

+64

A

A

+34

+35

+28

+64

+26

+65

+26

+02

+41

6" YELLOW

1 AS 700-1-60

TO REMAIN

EXISTING SIGN

STOP

AH

EA

D

PROP. R/W LINE

+10

+32

+15

RPM'S @ 10'

8" WHITE W-W/R

RPM'S @ 10'

8" WHITE W-W/R

+92

RPM'S @ 10'

8" WHITE W-W/R

RPM'S @ 10'

8" WHITE W-W/R

S-5 SIGNING AND PAVEMENT

MARKINGS (2)

MATCHLINE STA. 315+80.00 PLAN SHEET (4)

MATCHLINE STA. 318+80.00 PLAN SHEET (5)

700-1-11 8 AS

36"x36"x36"

R1-2

8 AS 654-2-21

30"x18"

W16-7PL

36"x36"

W11-2

A

YIELD

B

6 AS 654-2-21

30"x18"

W16-7PR

36"x36"

W11-2

C

1 EA

1 EA

1 EA

1 EA

700-1-11 4 AS

D

R6-4A

48"x24"

2 AS

E

78"x18"

1 AS

F

84"x18"

700-2-11 700-2-11

D1-1 D1-1

1 AS

G

60"x18"

700-2-11

D1-1

MA

TC

HLIN

E S

TA.

150

+60.0

0 P

LA

N S

HE

ET (3)

MA

TC

HLIN

E S

TA.

145

+00.0

0 P

LA

N S

HE

ET (1)

N

1"=40'

R/W LINE

1 AS 654-2-22

30"x18"

W16-7PR

36"x36"

W11-2

2 EA

2 EA

C/C




CARDNO, INC.


JASON Y. YAM, P.E.


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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G15-23.004,

F.

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151 152 153 154 155

ET

t

E

DY

H

WV

CB

24.1

1'

CB

24.2

1'

CB

24.9

0'

BP 1

18

BP 1

21

BP 1

20

£ SURVEY GATEWAY BLVD.

STA. 153+44.09

END CONSTRUCTION

R/W LINE

R/W LINE

GATEWAY BOULEVARD

700-1-11

36"x36"

R3-8LT-TR

2 AS

6" YELLOW

6" WHITE

ARROW (TYP)

PAVEMENT

6" WHITE

6" YELLOWEXISTING

MATCH

EXISTING

MATCH

700-1-11

36"x36"

R3-8LT-TR

2 AS

1 AS

30"x30"

W2-6

24"x24"

W13-1p

25

M P H

700-1-11

+79

+65

+64

+63

+63

+44

+24

RPM'S @ 10'

8" WHITE W-W/R

18" WHITE

+16

+14

+13

+19

+18

TO REMAIN

EXISTING SIGN

SP

EE

D

LIM

IT

35

SIGNING AND PAVEMENT

MARKINGS (3)

MA

TC

HLIN

E S

TA.

150

+60.0

0 P

LA

N S

HE

ET (1)

N

1"=40'

S-6




CARDNO, INC.


JASON Y. YAM, P.E.


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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TH

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EL

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LE 61

G15-23.004,

F.

A.

C.

310

311

312 313

314

315

E

MB

MB

MB

MB

MB

T

E

IRR

WV

BP 116

S

D

D

BP 150

BP 151

26.01'

26.02'

S

S

26.09'

26.14'

26.15'

26.16'

26.17'

26.17'26.18'

26.19'

26.22'

26.26'

26.28'26.30'

26.31'26.32'

26.36'

26.46'

26.47'

26.48'

26.50'

26.50'

STA. 314+42.88

BEGIN CONSTRUCTION

R/W LINE

R/W LINE

£ SURVEY FAIRWAY LAKES DRIVE

6" WHITE

6" WHITE1 AS

30"x30"

W2-6

24"x24"

W13-1p

25

M P H

700-1-11

DRIVE

FAIRWAY LAKES

6" YELLOW

W-Y/Y RPM'S @ 10'

6" DOUBLE YELLOW

18" YELLOW

+09

+10

+93

+85

PROP. R/W LINE


MARKINGS (4)

MA

TC

HLIN

E S

TA.

315

+80.0

0 P

LA

N S

HE

ET (2)

N

1"

=40'

S-7




CARDNO, INC.


JASON Y. YAM, P.E.


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

319 320 321 322 323 324

ARV

T

CT

WV

DYH

T

IRR

E

IRR

CB24.08'

24.60'24.84'

25.77'25.79'

25.88'25.90'

25.91'

25.96'

26.00'

26.06'

26.07'

26.08'

26.08'

26.08'

26.09'

26.10'

26.10'

26.11'

26.17'

26.18'

26.18'

26.20'

26.23'

26.24' 26.25'

26.29'

26.31'

26.33'

26.36'

26.40'

26.40'

26.50'26.52'

26.56'

26.62'

26.66'26.70'

26.70'26.71'

26.74'

26.75'

26.75'

26.75'

26.76'

26.78'26.81'

26.96'

26.96'

26.98'

£ SURVEY GRIFFIN DRIVE

STA. 322+86.05

END CONSTRUCTION

R/W LINE

R/W LINE

GRIFFIN DRIVE

6" YELLOW

6" WHITE

18" WHITE

EXISTING

MATCH

6" YELLOW

6" WHITE

6" YELLOW

1 AS

30"x30"

W2-6

24"x24"

W13-1p

25

M P H

700-1-11

W/R RPM'S @ 20'

6" WHITE W-18" WHITE

6" YELLOW

18" YELLOW

+09

+12

+02

+99

+35

+02

+81

+00

+29

+86

+89

+56

(6'-10' SKIP)

6" YELLOW

(6'-10' SKIP)

6" YELLOW

RPM'S @ 10'

6" YELLOW W-Y/Y

RPM'S @ 20'

8" WHITE W-W/R

+32

+86

6" YELLOW

MATCH EXISTING

+87

+78S

PE

ED

LIM

IT

35

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

STOP

RPM'S @ 20'

8" WHITE W-W/R

ARROW

DIRECTIONAL

PAINT

REFLECTIVE

YELLOW

PAINT

REFLECTIVE

YELLOW


MARKINGS (5)

MA

TC

HLIN

E S

TA.

318

+80.0

0 P

LA

N S

HE

ET (2)

MA

TC

HLIN

E S

TA.

324+

20.0

0 P

LA

N S

HE

ET (6)

N

1"

=40'

S-8




CARDNO, INC.


JASON Y. YAM, P.E.


DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

325

326

327

328

329

18" WHITE

TO REMAIN

EXISTING SIGN

+88

RPM'S @20'

8" WHITE W-W/R

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

MATCH EXISTING

S


MARKINGS (6)

MA

TC

HLIN

E S

TA.

324+

20.0

0 P

LA

N S

HE

ET (5)

R/W LINE

R/W LINE

N

1"

=40'

S-9




CARDNO, INC.


JASON Y. YAM, P.E.

3/27/2020Wayne.Ponder J:\CR044\CR044002.02\ms\signing\Signs.dgn2:16:11 PM

DATE DESCRIPTION

REVISIONS



PROJECT NO.

COUNTY



200672

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

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

GUIDE SIGN WORKSHEET S-9

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

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

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



WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER


LENGTH

Edge Of Lane

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

5.25" 67.5" 5.25"

6'-6"

6"

6"

5.42"

7.15"

5.42"

1'-

6"

BORDER

R=1.5"

TH=0.75"

6"D

6.05" 47.9" 6.05"

5'-0"

6"

6"

5.42"

7.15"

5.42"

1'-

6"

BORDER

R=1.5"

TH=0.75"

6"D

5.25" 73.5" 5.25"

7'-0"

6"

6"

5.42"

7.15"

5.42"

1'-

6"

BORDER

R=1.5"

TH=0.75"

6"C

E (D1-1d) 2

6'-6" 0.75"

148+64

1'-6" 1.5"

White White

Green

G

5.3

a

10.2

t

14.3

e

17.1

w

21

a

28.2

y

32.3

36.8

B

42.8

l

47.7

v

49.4

d

54.2

L

52.5

AR_Type D 65.6 5.4 6 9315

G (D1-1d) 1

5'-0" 0.75"

149+12

1'-6" 1.5"

White White

Green

G

6.1

r

11.3

i

14.3

f

16.1

f

18.7

i

21.5

n

23.7

27.2

D

33.2

r

38.5

L

34.7

AR_Type D 46.8 5.4 6 9315

F (D1-1d) 1

7'-0" 0.75"

149+34

1'-6" 1.5"

White White

Green

F

5.3

a

8.7

i

12.6

r

14.6

w

16.8

a

22.8

y

26.3

30

L

36

a

39.5

k

43.4

e

47

s

50.6

53.1

D

59.1

r

63.5

L

60.2

AR_Type D 71.6 5.4 6 9315

150+02

department of transportation - lee county, florida...project location lee county department of...

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