24-8319_-_Exhibit_M_-_City_Gate_Blvd_N_Intersection-_SPM_Plans_7-12-2024_S&S.pdf

LOCATION

PROJECT

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

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

T U R N P

IK

E

BEE LINE

EXPRESSWAY

F

LOR

ID

A

S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

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

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

SHEET NO. SHEET DESCRIPTION

YEAR

FISCAL

NO.

SHEET

TRANSPORTATION ENGINEERING DIVISION

Bridge Construction and applicable Interim (IRs).

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

Florida Department of Transportation, FY 2024-25 Standard Specifications

COLLIER COUNTY (03000)

COLLIER COUNTY PROJECT ID: 68056

COLLIER COUNTY

T H

E

O F

F I

C I

A L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

PAVEMENT MARKING PLANS

INDEX OF SIGNING AND

SIGNING AND PAVEMENT MARKING PLANS

S-1

PLANS

INTERSECTION IMPROVEMENT

CITY GATE BOULEVARD NORTH

COLLIER BOULEVARD (C.R. 951)

S-8

S-5 - S-7

S-4

S-3

S-2

S-1

GUIDE SIGN WORKSHEET

SIGNING AND PAVEMENT MARKING PLANS

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

VERIFIED IN THE ELECTRONIC DOCUMENTS.

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

COLLIER COUNTY BOARD OF COMMISSIONERS

DISTRICT 5: WILLIAM L. McDANIEL, JR

DISTRICT 4: DAN KOWAL

DISTRCIT 3: BURT L. SAUNDERS

DISTRICT 2: CHRIS HALL

DISTRICT 1: RICK LOCASTRO

ENGINEER OF RECORD:

MARKING PLANS

SIGNING AND PAVEMENT

NAPLES, FL 34108

5811 PELICAN BAY BLVD, STE 305

JACOBS ENGINEERING GROUP INC.

P.E. NO.: 68301

DEEANGELA R. TJIKUENI, P.E.

PROJECT MANAGER:

COLLIER COUNTY

BEE THAO, P.E.

JULY 2024

BID PLANS

COLLIER BOULEVARD (C.R. 951)

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

P.E. LICENSE NUMBER 68301

DEEANGELA R. TJIKUENI, PE

JACOBS ENGINEERING GROUP INC.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

SIGNATURE SHEET

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

No 68301

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

I N

E U

KIJ

T .R ALEG

N A

E E

D

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

DEEANGELA R. TJIKUENI, P.E. No. 68301

TEL. (239) 860- 4922

NAPLES, FLORIDA 34108

5811 PELICAN BAY BLVD., SUITE 305

JACOBS ENGINEERING GROUP, INC.

S-2

S-8

S-5 - S-7

S-4

S-3

S-2

S-1

SHEET NO.

GUIDE SIGN WORKSHEET

SIGNING AND PAVEMENT MARKING PLANS

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

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A

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

TABULATION OF QUANTITIES

S-3

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

S-5 S-6 S-7

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

0700-1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, UP TO 12 SF EA 1 1 1

0700-1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1 1 1

0700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 1 1 1

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

0700-2-500 MULTI-COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1 1 1

0700-2-600 MULTI-COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 1 1 1

0705-10-3 OBJECT MARKER, TYPE 3 EA 3 3 3

0706- 1-3 RAISED PAVEMENT MARKER, TYPE B EA

WHITE RED EA 10 65 60 135 135

MD/YELLOW EA 9 9 9

0710-90 PAINTED PAVEMENT MARKINGS-FINAL SURFACE LS

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.035 0.153 0.198 0.386 0.386

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.085 0.140 0.225 0.225

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID , 12" LF 239 382 621 621

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 34 230 264 264

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF 133 84 217 217

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30, 6" WIDE GM 0.062 0.062 0.062

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE EXTENSION 6" GM 0.059 0.059 0.059

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 6-10 DOTTED GUIDELINE EXTENSION, 6" GM 0.018 0.018 0.018

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 2 2 2

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS EA

* RIGHT TURN EA 4 4 4

* LEFT TURN EA 6 9 15 15

* BICYCLE/ARROW EA 2 2 2

* PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.126 0.156 0.282 0.282

* PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE EXTENSION 6" GM 0.047 0.047 0.047

0710- 12-290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE SF 1.856 1.856 1.856

0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 239 382 621 621

0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 34 230 264 264

0711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 133 84 217 217

0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE EXTENSION 6" GM 0.059 0.059 0.059

0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 6-10 DOTTED GUIDELINE EXTENSION, 6" GM 0.018 0.018 0.018

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

RIGHT TURN EA 4 4 4

LEFT TURN EA 6 9 15 15

0711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE EXTENTION, 6" GM 0.047 0.047 0.047

0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE MESSAGE EA 2 2 2

0711- 14 170 THERMOPLASTIC, PREFORMED, WHITE ARROW EA 2 2 2

0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.035 0.153 0.198 0.386 0.386

0711- 16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.085 0.140 0.225 0.225

0711- 16-131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 10-30, 6" WIDE GM 0.062 0.062 0.062

0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.126 0.156 0.282 0.282

GENERAL NOTES

SIGNING AND MARKING PROJECT NOTES

S-4

BIKE LANE MARKINGS (ARROW SYMBOL AND "BIKE" SYMBOL) SHALL BE PAINT AND NOT THERMOPLASTIC.16.

CAN BE TAKEN.

AREA SHALL CEASE AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT REMEDIAL ACTION

THE CONTRACTOR ENCOUNTER ANY UNIDENTIFIED UTILITIES DURING CONSTRUCTION, WORK IN THE

SHALL BE RESOLOVED PRIOR TO THE SETTING OF THE TRUSS AND CANTILEVER STRUCTURES. SHOULD

BE PRESENT DURING UTILITY COMPANY LOCATIONS OF THEIR FACILITIES. ALL UTILITY CONFLICTS

AND THE UTILITY OWNER AND REQUEST UTILITY LOCATIONS. A CONTRACTOR'S REPRESENTATIVE MUST

FORTY EIGHT HOURS PRIOR TO DIGGING, THE CONTRACTOR SHALL CALL SUNSHINE 811, 15.

WIRES, OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF EXISTING LOOP AND LEAD IN 14.

OF INSTALLATION, THE INSTALLING FIRM'S NAME AND THE PROJECT NUMBER AT THE BOTTOM IN 3" LETTERS.

THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED WITH THE DATE13.

IS TO BE REMOVED.

ALL EXISTING STRIPING THAT IS IN CONFLICT WITH PROPOSED STRIPING AS SHOWN IN THESE PLANS12.

SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 700-010, 700-020 AND NO. 700-101.11.

FOR MARKING PLACEMENT REQUIREMENTS SEE FDOT STANDARD PLANS INDEX NO. 711-001.10.

ALL STRIPING SHALL BE APPLIED BEFORE RAISED MARKERS ARE INSTALLED.9.

COST OF THIS WORK SHALL BE INCLUDED IN PAY ITEM 102-1.

SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET, AND METHOD OF INSTALLATION.

ANY EXISTING SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION OR RELOCATED 8.

THE CONTRACTOR SHALL NOT USE LOW PROFILE RETRO REFLECTIVE PAVEMENT MARKERS.7.

AS DIRECTED BY THE CEI.

THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT6.

SQUARE TUBULAR SIGN POST.

OPERATIONS SIGNING AND PAVEMENT MARKINGS SPECIAL PROVISION DETAILS WHICH INDICATE USING A 2.5" X 2.5" GALVANIZED METAL

COLLIER COUNTY TRAFFIC OPERATIONS (239) 252-8260, TO MAINTAIN THE INTEGRITY OF OUR SIGN ASSET DATABASE. CONTRACTOR TO FOLLOW TRAFFIC

THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL SIGN RELATED WORK TO BE COORDINATED WITH

DAMAGE TO THE SIGNS. IF THE SIGNS ARE DAMAGED, AS DETERMINED BY THE CEI,

CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS SO AS TO PREVENT 5.

REFER TO FDOT STANDARD INDEX NO. 706-001 FOR RPM PLACEMENT DETAILS.4.

SUPPORTS IN THE FIELD PRIOR TO FABRICATION.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LENGTH OF SIGN COLUMN 3.

QUALIFIED PRODUCTS LIST (QPL).

THE RETRO REFLECTIVE PAVEMENT MARKER ADHESIVE USED SHALL BE THE ONE CURRENTLY ON THE FDOT2.

PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS AND THE APPROPRIATE FDOT STANDARD PLANS INDEX.1.

COLLIER BOULEVARD (C.R. 951)

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

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A

C

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

EXIST. R/W

COLLIER BLVD (CR-951)

@ 20' O.C.

6" WHITE W/W/R RPMs

MATCH EXISTING

STA. 1446+68.57

PAVEMENT MARKINGS

BEGIN SIGNING AND

14.55' RT

+68.57

PROPOSED R/W

103' 35'

C O

B L

G

R B

L

R

B L

R B

L

R

700-1-500

L

IM

IT

S P

E E

D

700-2-113

STA. 1443+62

8'-6"X 2'-6"

SIGN MP-1

STATION SHOWN IS APPROXIMATE

X

T S

IG

N it y G a te D r

M a g n o li a P o n d D r

STA. 1446+80

FROM STA. 1453+84

TO BE RELOCATED

EXIST. SIGN

1 EA

1 EA STATION SHOWN IS APPROXIMATE

STA. 1444+65

TO BE RELOCATED

EXIST. SIGN

1446 1447 14481445

F

838+00838+00

M A

T C

H

L I N

E

S

T A

.0

SIGNING AND PAVEMENT

MARKING PLAN (1)

Feet

0 10

S-5

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

C I

C O

E E

T

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L E

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C

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

Sign

A

W A

L L

W A

L L

G

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C O

700-2-500

STA. 1453+84

STOP

C it y G a te B lv d ity G a te B lv d

700-1-600

TO BE REMOVED

EXIST. SIGN

TO STA. 1446+80

TO BE RELOCATED

EXIST. SIGN

X

T S

IG

N it y G a te D r

M a g n o li a P o n d D r

ONE WAY

3 EA 700-1-111 1 EA

1 EA

1 EA

STA. 1449+79

18"X18"

OM1-3

STA. 1449+89

48"X18"

R6-1L

STA. 1449+94

1449+84

STA.

705-10-3

1449 1450 1451 1452 1453 1454 14551

COLLIER BLVD (CR-951)

EXIST. R/W

¡ CONST. COLLIER BLVD

YELLOW DURABLE PAINT

CONC. SEPARATOR

MD/Y RPMs ON TOP

24" WHITE

@ 20' O.C.

6" WHITE W W/R RPMs

24" WHITE

6" YELLOW

6" YELLOW

6" WHITE 6'-10' SKIP

2.88' LT

+71.90

9.77' LT

+71.90

CITY GATE BLVD. N.

STA. 100+00.00

COLLIER BLVD.=

STA. 1449+65.86

.5

.5

@ 20' O.C.

18" WHITE

@ 20' O.C.

8" WHITE W/ W/R RPMs

@ 20' O.C.

W/W/R RPMs

6" WHITE

50.79' LT

+92.69

39.44' LT

+92.69

27.62' LT

+92.69

+71.57 +45.49 +19.90

+45.80

+63.54

13.23' LT

+75.96

38.17' RT

+91.42

13.38' RT

+91.42

62.09' LT

+92.69

12" WHITE

PAINT

YELLOW DURABLE

CONC. SEPARATOR

MD/Y RPMs ON TOP

64.01' LT

+49.66

74.05' LT

+44.42

MARKING SHALL BE REMOVED

THAT CONFLICTS WITH PROPOSED CROSSWALK

ANY EXISTING 8" WHITE AND 18" WHITE

PROPOSED R/W

EASEMENT

6" WHITE 2'-4' SKIP

6" YELLOW 2'-4' SKIP

17.79' LT

+69.04

MATCH EXISTING

STA. 1453+71.90

MARKINGS (SB)

END PAVEMENT

MATCH EXISTING

STA. 1453+91.42

MARKINGS (NB)

END PAVEMENT

Sign A

CI

CI

ESTIMATED

W A

L L

W A

L L

W A

L L

.7

E

C

IT

Y G

A T

E B

L V

D N

TO BE REMOVED

EXIST. SIGN

STA. 1458+23

8'-6"X 2'-6"

SIGN MP-1

700-2-113

700-2-600

1455 1456 1457 1458 1459

M A

T C

H

L I N

E

S

T A

.0

MARKING PLAN (2)

SIGNING AND PAVEMENT

N

Feet

0 10

S-6

B L

V

C I

T E

(CONSTRUCTED BY OTHERS)

FUTURE NOAH'S WAY

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

EXIST. R/W

COLLIER BLVD (CR-951)

¡ CONST. COLLIER BLVD

N

Feet

0 10

1 EA

1 EA

STA. 1458+23.00

END SIGNING (SB)

MATCH LINE STA. 100+60.00

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NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

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C O

E E

T

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T R

O N

G I

T A

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G N

A L

D

L E

G

A

C

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

CO

II

T O

B

E

R

E M

O V

E D

E X I S

T

S I G

N 101 102 103 104 105

N

Feet

0 10

MARKING PLAN (3)

SIGNING AND PAVEMENT

CITY GATE BLVD N.

12" WHITE

24" WHITE

RPMs @ 20' O.C.

8" WHITE W W/R

6" WHITE

6" YELLOW

6" YELLOW

W W/R RPMs @ 40' O.C.

6" WHITE 10'-30' SKIP

¡ CONST. CITY GATE BLVD N.

EXIST R/W

S-7

101 102 103 104

18" WHITE @ 20' O.C.

RPMs @ 20' O.C.

6" WHITE W W/R

MARKING SHALL BE REMOVED

THAT CONFLICTS WITH PROPOSED CROSSWALK

ANY EXISTING 6" WHITE AND 12" WHITE

47.26' RT

+72.14

59.60' RT

+62.48

M A

T C

H

L I N

E

S

T A

.0

14'

4'

6" WHITE

W/W/R RPMs @ 40' O.C.

6" WHITE 10'-30' SKIP

24" WHITE

50.95' RT

+37.86

43.95' RT

+31.30

12" WHITE

6" WHITE

54.95' RT

+55.36

18" WHITE

STA. 104+80.00

MATCH EXIST

END PAVEMENT MARKINGS

+78.91

RPMs @ 20' O.C.

8" WHITE W W/R

18" WHITE @ 20' O.C.

39.11' LT

+80.00

15.60' LT

+80.00

15.60' LT

+23.90

29.86' LT

+90.46

+69.48

18.00' LT

+22.46

9.19' LT

+22.05

+40.32 +02.73

6.00' LT

+22.46+75.12+09.65

+98.21 +88.71

48.5'R

12" WHITE

T Y P

24" WHITE

50'R

+80.00

6" YELLOW

+80.00

6" YELLOW

35.43' RT

+63.53

40.90' RT

+21.27

49.31' RT

+33.54

59.41' RT

+25.50

63.44' RT

+23.31

60.79' RT

+62.80

51.06' RT

+55.83

+82.72 +00.58 +52.76

35.57' RT

+12.52

35.89' RT

+22.30

35.31' RT

+85.74

11.39' RT

+85.04

18.23' LT

+84.31

30.24' LT

+73.97

30.23' LT

+83.98

5.90' RT

+85.03

38.54' RT

+92.04

35.43' RT

+80.00

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

P.E. LICENSE NUMBER 59090

WILLIAM J. GRAMER, PE

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

T

F I

C I

C O

E E

T

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

SIGN NAME

COLUMN SIZE

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

PANEL BORDER

SYMBOL(S) ANGLE X Y

STATION(S)

NO.

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

SPACE

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

SPACE

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

SPACE

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

SPACE

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

MP-02

GUIDE SIGN WORKSHEET

8'-6" 1.75"

3"

WHITEWHITE

2'-6"

GREEN

W3-3 0 76.9 12 12

C

7.1 i t y L

4.88

G

7.3 a t e

7.885.8 7.5 5.8 6.2 53

33.7

L

8 6.5

Nv

5.7 d

4.63.6 l

5.3

B

21.3 47

8"EM

6"EM

5.5"

3"

8"EM

5.5" 5.5"

18.5"

60.3" 8.6"8" 8.5"

8'-6"

MP-1

1458+23

S-8

1443+65

60.3

16.6"

6.7"

6.7"

16.6"

6.7