44339415801_PLANS_02_SIGNINGMARKING.pdf

PDF 2 MB Posted Apr 24, 2026

Attached to: 2636ITB - Campbell Middle School REBID
Solicitation number: 2636ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · May 13, 2026

This document is a signing and pavement marking plan prepared by LTG, Inc. for the City of Daytona Beach in Volusia County, Florida, specifically for the Safe Routes to School project serving Campbell Middle School and Turie T. Small Elementary School. The project, identified as Financial Project ID 443394-1-58-01 with Federal Aid Project Number D523-078-B, encompasses comprehensive signing and pavement marking improvements along designated school routes. The tabulation of quantities specifies 32 single post signs (up to 12 square feet), three single post signs (12-20 square feet), 23 signs to be removed, six type 1 object markers, 73 raised pavement markers (comprising 62 yellow/yellow and 11 white/red units), and extensive thermoplastic markings totaling 2,750 square feet of existing markings to be removed via hydroblasting. The thermoplastic work includes 636 linear feet of 12-inch white solid markings, 47 linear feet of 18-inch white solid markings, 271 linear feet of 24-inch white solid markings, 340 linear feet of preformed 24-inch white markings, and additional specialized surface markings. The plans were digitally signed and sealed by P.E. Gil A. Ramirez (License No. 62600) on April 17, 2026.

The project is governed by Florida Department of Transportation FY2025-26 Standard Plans and Specifications, with construction limited to a posted speed limit of 30 miles per hour in school zones. The design accommodates minor adjustments to avoid underground utilities, with existing utilities within construction limits to remain unless otherwise noted. The project incorporates existing utilities estimated at depths of 36 inches below existing grade, with contractors required to contact Sunshine One Call for utility locates prior to construction. All existing signs are to remain unless otherwise noted on the plans, and all conflicting existing striping will be removed by hydroblasting. The cost of sidewalk removal and replacement associated with sign construction is incidental to the sign cost, with street sign sizes varying based on character count. The City of Daytona Beach Engineering Standards require city logos on all street name signs.

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X:\jobs\5300\5363.00\000_CADD\53630000001\signing\KEYSSP01.dgnUSER: jessica 4/17/2026 9:06:54 AM Default

NO.

SHEET

YEAR

FISCAL

S-1

EXPRESSWAY

T U

R N P

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

A 'S

BEACH LINE

PROJECT LOCATION

SIGNING AND PAVEMENT MARKING PLANS

PAVEMENT MARKING PLANS

INDEX OF SIGNING AND

CONTRACT PLANS

CITY OF DAYTONA BEACH

SAFE ROUTES TO SCHOOL

CAMPBELL MIDDLE SCHOOL & TURIE T. SMALL ELEMENTARY SCHOOL

VOLUSIA COUNTY (79001000)

FINANCIAL PROJECT ID 443394-1-58-01

PROJECT MANAGER:

CITY OF DAYTONA BEACH

ENGINEER OF RECORD:

PAVEMENT MARKING PLANS

SIGNING AND

STATE OF

No 62600

R E

NE LANOI

S S

F O

R P

ESNECI

DIROL

ZERIMAR A .LI

FEDERAL AID PROJECT NUMBER: D523-078-B

GOVERNING STANDARD PLANS:

- RAISED CROSSWALK (D520-030)

LIST OF DEVELOPMENTAL STANDARDS USED:

FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE

BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS).

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2025-26 STANDARD PLANS FOR ROAD AND

GOVERNING STANDARD SPECIFICATIONS:

HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD SPECIFICATIONS

1049 EBER BLVD., SUITE 104

MELBOURNE, FLORIDA 32904

E-MAIL: ltg@ltg-inc.us FAX:321.499.4680

GIL A. RAMIREZ, P.E.

P.E. LICENSE NUMBER 62600

LTG, INC.

VENDOR NO.: F030424608005

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET NO.

SIGNING AND PAVEMENT MARKING PLANS

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

SHEET DESCRIPTION

S-4 - S-8

S-3

S-2

S-1

LTG PROJECT NO.

EnevoldsenDaniel@DaytonaBeach.gov

DANIEL ENEVOLDSEN

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\signing\TABQSP01.dgnUSER: jessica 4/17/2026 9:06:54 AM Default

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

SHEET

FINANCIAL PROJECT ID

T H

O F

F I

C I

A L

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

S-2

TABULATION OF

QUANTITIES

TABULATION OF QUANTITIES

ITEM

PAY

DESCRIPTION UNIT SHEET

THIS

TOTAL

GRAND

PLAN FINAL PLAN FINAL

0700 1 11 SINGLE POST SIGN, F&I GROUND MT, UP TO 12 SF AS 32 32

0700 1 12 SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF AS 3 3

0700 1 60 SINGLE POST SIGN, REMOVE AS 23 23

0705 10 1 OBJECT MARKER, TYPE 1 EA 6 6

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 73 73

YELLOW/YELLOW (Y/Y) EA 62 62

WHITE/RED (W/R) EA 11 11

0711 11 123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 636 636

0711 11 124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 47 47

0711 11 125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 271 271

0711 11 160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 2 2

0711 14 125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 340 340

0711 16 102 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 8" GM 0.017 0.017

0711 16 201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6" GM 0.535 0.535

0711 17 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 2750 2750

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

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T R

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LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

PAVEMENT MARKINGS GENERAL NOTES:

S-3

GENERAL NOTES

POSTED SPEED LIMIT IS 30 MPH.10.

CONFLICS ARE ALLOWED.

EXERCISE CAUTION WHEN SETTING SIGN POLES AND FOUNDATIONS TO AVOID UNDERGROUND UTILITIES. MINOR ADJUSTMENTS TO AVOID 9.

EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 8.

EXERCISE CAUTION DURING CONSTRUCTION TO AVOID DAMAGES TO THESE UTILITIES.

BASED ON UAO INFORMATION. ACTUAL DEPTHS NOT KNOWN EXCEPT AT VvH LOCATIONS. CONTACT SUNSHINE ONE CALL FOR LOCATES.

THERE ARE EXISTING UTILITIES BELOW THE IMPROVEMENTS TO BE CONSTRUCTED. ESTIMATED DEPTH 36" +/- BELOW EXISTING GRADE 7.

COST OF SIDEWALK REMOVAL AND REPLACEMENT ASSOCIATED WITH SIGN CONSTRUCTION IS INCIDENTAL TO THE COST OF THE SIGN.6.

5. CITY OF DAYTONA BEACH ENGINEERING STANDARDS, SHEET T-4, REQUIRES CITY LOGO ON ALL STREET NAME SIGNS.

COST ESTIMATE.

STREET SIGN SIZE WILL VARY DEPENDING ON THE NUMBER OF CHARACTERES. A 9" X 36" PANEL WAS CONSIDERED FOR PAY ITEM AND 4.

THE CROSSWALKS MEASUREMENTS ARE FROM THE INSIDE OF THE TRANSVERSE CROSSWALK MARKINGS.3.

PROJECT LIMITS ARE TO BE REMOVED BY HYDROBLASTING.

ALL CONFLICTING EXISTING STRIPING IS TO BE REMOVED BY HYDROBLASTING. EXISTING "SCHOOL" PAVEMENT MESSAGES WITHIN THE 2.

ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.1.

SAN

WATER

10 11 12

D1-R

36"x9"

R1-1

30"x30"

S T

O P

W1-7

0700 1 11

OM1-3

18"x18"

OM1-3

18"x18"

OM1-3

18"x18"

S1-1

30"x30"

W16-7PL

24"x12"

0700 1 11

S1-1

30"x30"

0700 1 11

AHEAD

W16-9P

24"x12"

U T

D11-1

30"x24"

M6-4

21"x15"

M O

T O

N O

V E

L E

R5-3

24"x24"

AHEAD

S1-1

30"x30"

0700 1 11

W16-9P

24"x12"

S1-1

30"x30"

W16-7PL

24"x12"

0700 1 11

OFFSET: 2' LT

STA: 10+58

OFFSET: 5' LT

STA: 10+58

OFFSET: 8' LT

STA: 10+58

OFFSET: 10' LT

STA: 10+58

OFFSET: 23' LT

STA: 10+64

OFFSET: 157' LT

STA: 10+62

OFFSET: 26' LT

STA: 10+98

OFFSET: 16' LT

STA: 11+10

0705 10 1

0700 1 11

48"x24"

0700 1 60

TO BE REMOVED

EXISTING SIGNS

0700 1 60

S T

O P

0700 1 60

S t

0700 1 11

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

E C

T R

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G I

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L E

LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

S-4

10 40

Feet

S E

L A

M A

T C

H L I N

T A

SIGNING AND PAVEMENT

MARKING PLANS (1) S-4

S E

L A

M A

T C

H L I N

T A

MARKING PLANS (1)

Cedar

OFFSET: 17' RT

STA: 10+56

OFFSET: 80' RT

STA: 10+96

J e a n

NNJ

A N

T R

E E

J E

A N

T R

E E

12" WHITE (TYP.)

¡ CONST. CEDAR ST.

CEDAR STREET

STA. 10+57.00

MATCH EXISTING

BEGIN PAVEMENT MARKINGS (TYP.)

THERMOPLASTIC

PREFORMED

24" WHITE

(TYP.)

Y/Y RPMs @ 40' C.C.

6" DBL. YELLOW WITH

R/W

24" WHITE

21.20' LT

+70

0.24' RT

+13

16.03' RT

+00

12.66' LT

+99

15.98' LT

+96

WATER

SAN

SAN SAN

BACK FLOW

12 13 14 15 16 17

R1-1

30"x30"

0700 1 11

R1-1

30"x30"

AHEAD

W16-9P

24"x12"

S1-1

30"x30"

0700 1 11

W16-7PL

24"x12"

S1-1

30"x30"

0700 1 11

AHEAD

S1-1

30"x30"

0700 1 11

W16-9P

24"x12"

S1-1

30"x30"

W16-7PL

24"x12"

0700 1 11

OFFSET: 157' LT

STA: 14+39

0700 1 11

0700 1 60

S t

S T

O P

S T

O P

E N

S C

H O

O L

Z O

N E

S5-2

24"x30"

0700 1 11

OFFSET: 33' LT

STA: 14+37

OFFSET: 30' LT

STA: 14+84

OFFSET: 15' LT

STA: 14+96

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

E C

T R

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G I

T A

G N

A L

L E

LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

S-5

MARKING PLANS (2)

S E

L A

M A

T C

H L I N

T A

S E

L A

M A

T C

H L I N

T A

OFFSET: 20' RT

STA: 14+27

OFFSET: 75' RT

STA: 14+83

Cedar

C a ro li n e

OFFSET: 20' LT

STA: 15+49

CEDAR STREET

24" WHITE

18" WHITE (TYP.)

24" WHITE

¡ CONST. CEDAR ST.

C A

R O

L I N

T R

E E

C A

R O

L I N

T R

E E

MATCH EXISTING

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

(TYP.)

Y/Y RPMs @ 40' C.C.

6" DBL. YELLOW WITH

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

(TYP.)

THERMOPLASTIC

PREFORMED

24" WHITE

@ 10' C.C. (TYP.)

8" WHITE WITH W/R RPMs

R/W

CEDAR STREET

24" WHITE

GAS MAIN - TECO

EXIST. 2" PE

(TYP.)

12" WHITE

10' (TYP.)

83.55' RT

+59

+18

78.62' LT

+60

1.46' LT

+33

11.70' RT

+74

+77

+61

+33

29.83' LT

+79

24.01' LT

+39

+61

+49

9.80' LT

+04

9.80' LT

+04

9.80' LT

+04

WATER

SAN

17 18

R1-1

30"x30"

AHEAD

W16-9P

24"x12"

S1-1

30"x30"

0700 1 11

A H

E A

W16-9P

24"x12"

S1-1

30"x30"

0700 1 11 AHEAD

W16-9P

24"x12"

S1-1

30"x30"

0700 1 11

R6-1L

36"x12"

R6-1R

36"x12"

W16-7PL

24"x12"

S1-1

30"x30"

0700 1 11

W16-7PL

24"x12"

S1-1

30"x30"

0700 1 11

0700 1 60

0700 1 11

S t

0700 1 60

0700 1 11

0700 1 60

0700 1 11

ONE WAY

0700 1 60

LIMIT

SPEED

SCHOOL

FLASHING

WHEN

ONE WAY

S T

O P

END

SCHOOL

ZONE

S5-2

24"x30"

0700 1 11

2:45 - 3:45 PM

Wednesday

3:45 - 4:45 PM

9:00- 10:00 AM

SCHOOL

LIMIT

SPEED

2:45 - 3:45 PM

Wednesday

3:45 - 4:45 PM

9:00- 10:00 AM

SCHOOL

LIMIT

SPEED

S1-1

30"x30"

W16-7PL

24"x12"

0700 1 11

(KEECH ST)

OFFSET: 24' LT

STA:61+34

TO BE INSTALLED AT

VOTRAN

STOP

BUS

OFFSET: 24' LT

STA: 58+28

3:45 - 4:45 PM

9:00- 10:00 AM

2:45 - 3:45 PM

Wednesday

TO REMAIN

EXISTING SIGN

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

SEE PLAN S-7

MATCHLINE STA. 56+00.00

S-6

MARKING PLANS (3)

S E

L A

M A

T C

H L I N

T A

INSERT A

Cedar

OFFSET: 40' RT

STA: 57+95

OFFSET: 43' RT

STA: 57+62

OFFSET: 16' RT

STA: 57+39

K e e c h

OFFSET: 16' RT

STA: 17+97

OFFSET: 15' RT

STA: 18+08

OFFSET: 25' RT

STA: 17+18

OFFSET: 25' RT

STA: 59+06

OFFSET: 24' RT

STA: 56+40

¡ CONST. CEDAR ST.

¡ CONST. KEECH ST.

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

INDEX 711-001

24" WHITE PER

SCHOOL ENTRANCE

20' UTILITY EASEMENT

R/W

(TYP.)

12" WHITE

40' C.C. (TYP.)

WITH Y/Y RPMs @

6" DBL. YELLOW

POWER SOURCE

THERMOPLASTIC (TYP.)

24" WHITE PREFORMED

COPPER - AT&T

BURIED 200PR

GAS MAIN - TECO

EXIST. 4" STEEL

18'17'

18' 12'

0.66' LT

+64

EXISTING

MATCH

18.72' RT

+15

12.04' RT

+31

31.87' RT

+90

+23

+31

32.31' RT

+65

18.96' RT

+27

17.41' LT

+15

17.55' LT

+31

9.80' LT

+04

9.80' LT

+04

9.80' LT

+04

K E

E C

T R

E E

K E

E C

T R

52 53

R1-1

30"x30"

0700 1 60

0700 1 11

0700 1 60

STOP

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

C I

C O

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T R

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LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

S E

L A

M A

T C

H L I N

T A

S E

L A

M A

T C

H L I N

T A

S-7

MARKING PLANS (4)

OFFSET: 32' RT

STA: 53+52

O F

F S

E T

R T

S T

O F

F S

E T

R T

S T

KEECH STREET¡ CONST. KEECH ST.

12" WHITE (TYP.)

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

PER INDEX 711-001

24" WHITE

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

THERMOPLASTIC ( TYP.)

24" WHITE PREFORMED

20' UTILITY EASEMENT

R/W

+93

+60

77.86' RT

+30

14.91' RT

+62

14.91' RT

+92

27.87' RT

+27

WATER

SAN

NPW

WATER

104 105 106

AHEAD

W16-9P

24"x12"

S1-1

30"x30"

0700 1 11

D1-L

R1-1

30"x30"

OM1-3

18"x18"

OM1-3

18"x18"

OM1-3

18"x18"

W1-7

48"x24"

OFFSET: 22' LT

STA: 51+39

OFFSET: 32' LT

STA: 106+72

0705 10 1 0705 10 1

0705 10 1

0700 1 11

0700 1 60

S t

STOP

2:45 - 3:45 PM

Wednesday

3:45 - 4:45 PM

9:00- 10:00 AM

LIMIT

SPEED

SCHOOL

FLASHING

WHEN

0700 1 60 0700 1 60

VOLUSIA

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REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

E C

T R

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G I

T A

G N

A L

L E

LTG & Planning

Engineering

443394-1-58-01

VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GIL A. RAMIREZ

SEE PLAN S-7

MATCHLINE STA. 52+00.00

S E

L A

M A

T C

H L I N

T A

S-8

MARKING PLANS (5)

OFFSET: 26' RT

STA: 106+87

OFFSET: 26' RT

STA: 106+91

OFFSET: 26' RT

STA: 106+96

OFFSET: 26' RT

STA: 107+02

South

K e e c h

SOUTH STREET

¡ CONST. KEECH ST.

¡ CONST. SOUTH ST.

K E

E C

T R

E E

12" WHITE (TYP.)

RPMs @ 40' C.C. (TYP.)

6" DBL. YELLOW WITH Y/Y

PER INDEX 711-001

24" WHITE

THERMOPLASTIC (TYP.)

24" WHITE PREFORMED

18" WHITE (TYP.)

RPMs @ 10' C.C. (TYP.)

8" WHITE WITH W/R

R/W R/W

R/W

EASEMENT

20' UTILITY

POWER SOURCE

CONDUCTORS

OVERHEAD SERVICE

18' 12'

+73

+64

12.05' LT

+43

19.67' LT

+30

14.22' RT

+29

+69

+36

- AT&T

BURIED 48 FIBER

NOT DESIGNATED - TECO

GAS MAIN

EXIST. 4" STEEL

GAS MAIN - TECO

EXIST. 4" STEEL

BURIED 48 FIBER - AT&T

	2026-04-17T16:19:36-0400
Gilberto A Ramirez
I am approving this document

File details come from the government source that posted it. Updated May 13, 2026.