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NO.

SHEET

YEAR

FISCAL

EXPRESSWAY

T U

R N P

IK

E

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

F

LO

R

ID

A 'S

BEACH LINE

CONTRACT NO.

CONSTRUCTION

GOVERNING STANDARD SPECIFICATIONS:

ENGINEER OF RECORD:

ROADWAY PLANS

GOVERNING STANDARD PLANS:

CONTRACT PLANS

CITY OF DAYTONA BEACH

SAFE ROUTES TO SCHOOL

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

CONTRACT PLANS COMPONENTS

FINANCIAL PROJECT ID 443394-1-58-01

VOLUSIA COUNTY

PROJECT MANAGER:

CITY OF DAYTONA BEACH

CAMPBELL MIDDLE SCHOOL & TURIE T. SMALL ELEMENTARY SCHOOL

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

L. CITY ENGINEER JIM NELSON, P.E.

K. DIRECTOR OF TECHNICAL SERVICES BRIAN WOODWORTH, P.E.

J. PUBLIC WORKS DIRECTOR DAVID WALLER

I. ASSISTANT CITY MANAGER ANDREW J. HOLMES, P.E.

H. CITY MANAGER DERIC C. FEACHER

G. PAULA R. REED, CITY COMMISSIONER, ZONE 6

F. DANNETTE HENRY, CITY COMMISSIONER, ZONE 5

E. STACY CANTU, CITY COMMISSIONER, ZONE 4

D. QUANITA MAY, CITY COMMISSIONER, ZONE 3

C. KEN STRICKLAND, CITY COMMISSIONER, ZONE 2

B. MONICA PARIS, CITY COMMISSIONER, ZONE 1

A. MAYOR DERRICK L. HENRY

CITY OF DAYTONA BEACH COMMISSION AND STAFF:

(FEDERAL AID PROJECT NUMBER: D523-078-B)

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 BOULEVARD, SUITE 104

MELBOURNE, FL 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

G2745 https://goo.gl/maps/tf5Rynhc72e7BCut7

BEGIN STA. 10+49.63 - END STA.128+32.00

PROJECT LOCATION URL:

BRIDGE LIMITS:

RAILROAD CROSSINGS:

PROJECT LIMITS:

EXCEPTIONS:

NONE

NONE

NONE

PROJECT LOCATION

APPLICABLE IRS: IR711-001

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

AUGER BORING RESULTS19

ROADWAY SOIL SURVEY18

TEMPORARY TRAFFIC CONTROL PLAN16 - 17

STORMWATER POLLUTION PREVENTION14 - 15

SPECIAL DRIVEWAY SECTION - CEDAR STREET13

SPECIAL DETAIL11 - 12

ROADWAY PLAN SHEET7 - 10

GENERAL NOTES6

PROJECT LAYOUT5

TYPICAL SECTION4

TABULATION OF QUANTITIES3

SIGNATURE SHEET2

KEY SHEET1

EnevoldsenDaniel@DaytonaBeach.gov

DANIEL ENEVOLDSEN

LTG & Planning

Engineering

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

SHEET

FINANCIAL PROJECT ID

T H

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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

SIGNATURE SHEET

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

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

STATE OF

No 62600

R E

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NE LANOI

S S

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F O

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ESNECI

L

A

DIROL

F

ZERIMAR .A LI

G

AUGER BORING RESULTS19

ROADWAY SOIL SURVEY18

SIGNATURE SHEET2

ORLANDO, FL, 32814

919 LAKE BALDWIN LANE

GEOTECHNICAL & ENVIRONMENTAL CONSULTANTS, INC.

STATE OF

No 49328

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

R E

Y

E M .

P REHPOT

SI

R H

C

1049 EBER BLVD., SUITE 104

MELBOURNE, FLORIDA 32904

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

LTG, INC.

VENDOR NO.: F030424608005

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

SHEET NO SHEET DESCRIPTION

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

SHEET NO SHEET DESCRIPTION

TEMPORARY TRAFFIC CONTROL PLAN16 - 17

STORMWATER POLUTION PREVENTION14 - 15

SPECIAL DRIVEWAY SECTION - CEDAR STREET13

SPECIAL DETAIL11 - 12

ROADWAY PLAN SHEET7 - 10

GENERAL NOTES6

PROJECT LAYOUT5

TYPICAL SECTION4

TABULATION OF QUANTITIES3

SIGNATURE SHEET2

KEY SHEET1

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

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DATE DESCRIPTION

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VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

ITEM

PAY

DESCRIPTION UNIT SHEET

THIS

TOTAL

TOTAL

GRAND

PLAN FINAL PLAN FINAL

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

102-4-1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR LS 1

104-10-3 SEDIMENT BARRIER LF 1740

104-18 INLET PROTECTION SYSTEM EA 13

110-1-1 CLEARING & GRUBBING AC 0.96

110-4-10 REMOVAL OF EXISTING CONCRETE SY 2440

120-6 EMBANKMENT CY 26.2

425-5 MANHOLE, ADJUST EA 1

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 1320

520-3 VALLEY GUTTER- CONCRETE LF 108

522-1 CONCRETE SIDEWALK, 4" THICK SY 1048

522-2 CONCRETE DRIVEWAYS, 6" THICK SY 89

527-2 DETECTABLE WARNINGS SF 236

550-10-238 FENCING, TYPE B, 6.1-7.0, RESET EXISTING LF 27

570-1-2 PERFORMANCE TURF, SOD SY 1396

1080-21-500 UTILITY FIXTURE, VALVE/METER BOX, ADJUST EA 2

110-1-1 COST OF TREE REMOVAL AND TRIMMING TO BE INCLUDED IN CLEARING & GRUBBING

520-1-10 & 520-3 INCLUDE THE COST OF THE CURB PAD CONSTRUCTION

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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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

� CONST.

TRAVEL LANE

11'

TRAVEL LANE

11'5'

� CONST.

� CONST.

TRAVEL LANE

12'

8'

GRUBBING

CLEARING &

STANDARD

TRAVEL LANE

11'

6.8')

(6.4' TO

VARIES

(MAX.)

0.02

(MAX.)

0.02

R/W VARIES (MIN. 24.6')

R/W (50') R/W (50')

R/W VARIES (MIN. 24.1')

R/W (50')

R/W VARIES (MIN. 24.8')

(MAX.)

0.02

4"

6'

& GRUBBING

STANDARD CLEARING

TRAVEL LANE

11'

LANE

PARKING

7'

TRAVEL LANE

10'

PARKING LANE

8.5'

LANE

PARKING

7.5'

4" CONCRETE SIDEWALKSOD

4" CONCRETE SIDEWALK

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

SIDEWALK

EXISTING CONCRETE

EXISTING TYPE F CURBEXISTING TYPE F CURB

EXISTING TYPE F CURB

EXISTING TYPE F CURB

TO BE REMOVED

EXISTING TYPE F CURB

SAWCUT

EXISTING CONCRETE SIDEWALK

NATURAL GROUND

4" CONCRETE SIDEWALK

& GRUBBING

STANDARD CLEARING

STRIP

2' UTILITY

VARIES 0 TO 2'

SOD

TYPICAL SECTION (1)

SAWCUT

TO BE REMOVED

EXISTING TYPE F CURB

* VARIES (0.0' TO 1.0')

STA. 13+80.00 TO 14+35.00 (LT)

* TRIM BUSHES ALONG ROW FROM

4"

0.02

12" MIN.

VARIES

0.02

EXISTING STABILIZATION

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINER/W LINE

AND CURB PAD

TYPE F CURB & GUTTER

AND CURB PAD

TYPE F CURB & GUTTER

DESIGN SPEED 25 MPH

N.T.S.

STA. 14+50.00 TO STA. 18+00.00

(CAROLINE ST. TO KEECH ST.)

CEDAR STREET

TYPICAL SECTION 2

DESIGN SPEED 30 MPH

N.T.S.

STA. 50+15.50 TO STA. 58+40.00

(FROM SOUTH ST. TO CEDAR ST.)

KEECH STREET

TYPICAL SECTION 3

IN DOUBT.

NEW SIDEWALK, CURB AND DRIVEWAYS. THIS INCLUDES ANY REMAINING ORPHANED SECTIONS OF CONCRETE. CONFIRM WITH ENGINEER IF

REMOVE EXISTING CONCRETE SIDEWALK, CURB AND DRIVEWAYS WITHIN THE LIMITS OF INFLUENCE OF THE PROPOSED CONSTRUCTION OF

DESIGN SPEED 25 MPH

N.T.S.

STA. 10+40.00 TO STA. 14+50.00

(FROM JEAN ST. TO CAROLINE ST.)

CEDAR STREET

TYPICAL SECTION 1

DETAIL OF CURB PAD

OBG 01

CONSTRUCT CURB PAD

4"

SAWCUT

EXISTING ASPHALT PAVEMENT

EXISTING BASE MATERIAL

SOD

FLATTER

1:6 OR

FLATTER

1:6 OR

Feet

0 50

PROJECT LAYOUT

°0 '0

°0 '0

C E

D A

R

P

A

K

I V

E

ELEMENTARY SCHOOL

TURIE T. SMALL

W I L L

I V

E

R U

S S

E

I V

E

MIDDLE SCHOOL

CAMPBELL

J E

A N

S

T R

E E

T

C A

R O

L I N

E

S

T R

E E

T

STA. 10+49.62 (¡ CONST. CEDAR ST.)

BEGIN CONSTRUCTION

BEGIN PROJECT

STA. 57+78.90 ¡ CONST. KEECH ST.

STA. 18+40.00 ¡ CONST. CEDAR ST.

STA. 50+00.00 ¡ CONST. KEECH ST.

STA. 107+00.00 ¡ CONST. SOUTH ST.

STA. 58+42.77 (¡ CONST. KEECH ST.)

END CONSTRUCTION

LEGEND:

SHEET NUMBER

BM 201

BM 202

COORDINATE DATA

NUMBER

POINT

DESCRIPTION ELEV STATION & OFFSET

COORDINATES

NORTH EAST

BM 201 SET 5/8 IR W/CAP GPS TRAV LB7055 5.971 STA. 10+60.04, 28.44 LT (CL CONST. CEDAR ST.) 1767067.852 645212.860

BM 202 SET 5/8 IR W/CAP GPS TRAV LB7055 5.896 STA. 57+41.32, 28.50 RT (CL CONST. KEECH ST.) 1767349.334 645973.551

BM 203 SET 5/8 IR W/CAP GPS TRAV LB7056 6.208 STA. 106+63.43, 28.60 RT (CL CONST. SOUTH ST.) 1766587.475 646129.645

BM 204 SET 5/8 IR W/CAP GPS TRAV LB7057 6.076 STA. 128+04.04, 24.71 RT (CL CONST. SOUTH ST.) 1767493.352 648069.166

7 8

PI STA. = 51+47.64

T = 47.83

L = 95.57

R = 850.00

PC STA. = 50+99.81

PI STA. = 53+30.14

T = 134.77

L = 268.62

R = 1,332.00

PT STA. = 54+64.00

PI STA. = 56+33.26

T = 110.59

L = 219.37

R = 700.00

PC STA. = 55+22.68

PT STA. = 57+42.04

100 105 P

A

.1

110 P

A

.1

115 120 125 P

A

.9

P O

T

S

T A

.2

PI STA. 51+47.64

PI STA. 53+30.14

PI STA. 56+33.26

10 15

PCC

PC

PC

PT

PT

¡ CONST. SOUTH ST.

¡ CONST. KEECH ST.

¡ CONST. CEDAR ST.

PCC STA. = 51+95.38

PCC STA. = 51+95.38

CURVE 3

CURVE 2

CURVE 1

LTG & Planning

Engineering

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

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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

CURVE 1 DATA ¡ CONST. KEECH CURVE 2 DATA ¡ CONST. KEECH CURVE 3 DATA ¡ CONST. KEECH

X

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

GENERAL NOTES

GENERAL NOTES

VVH INFORMATION

NUMBER

VvH

DESCRIPTION MATERIAL STATION & OFFSET DEPTH UAO

1 2" GAS MAIN C-STL STA. 14+39, 13' LT (CL CONST. CEDAR ST.) 2.34' TECO PEOPLES GAS

2 6" WATER MAIN CI STA. 14+43, 10' LT (CL CONST. CEDAR ST.) 2.80' CODB

3 6" WATER MAIN CI STA. 14+43, 12' LT (CL CONST. CEDAR ST.) 3.90' CODB

4 6" NON-POTABLE WATER MAIN PVC STA. 14+47, 11' LT (CL CONST. CEDAR ST.) 2.90' CODB

5 8" SANITARY VCP STA. 14+56, 13' LT (CL CONST. CEDAR ST.) 6.88' CODB

6 BURIED FIBER OPTIC CABLE CABLE STA. 14+84, 12' LT (CL CONST. CEDAR ST.) 9.12' CODB

7 6" WATER MAIN CI STA. 17+78, 14' LT (CL CONST. CEDAR ST.) 3.32' CODB

8 4" GAS MAIN C-STL STA. 58+41, 14' LT (CL CONST. KEECH ST.) 3.86' TECO PEOPLES GAS

9 6" WATER MAIN CI STA. 58+41, 15' RT (CL CONST. KEECH ST.) 3.90' CODB

10 6" BURIED TELEPHONE CABLE STA. 58+06, 28' RT (CL CONST. KEECH ST.) 8.02' AT&T DISTRIBUTION

11 4" GAS MAIN C-STL STA. 50+35, 26' LT (CL CONST. KEECH ST.) 1.50' TECO PEOPLES GAS

NOTE: STATION AND OFFSETS ARE APPROXIMATE. DEPTH OF COVER IS FROM FINISH GRADE TO TOP OF UTILITY

BE ADA COMPLIANT.

16. MATCH ALL EXISTING SIDEWALK CONNECTIONS AT THE R/W LINE. CONNECTION SHALL

UNLESS OTHERWISE NOTED.

15. MATCH FLUSH WITH EXISTING DRAINAGE STRUCTURE TOPS WITH NEW SIDEWALKS

UNDERGROUND UTILITIES. MINOR ADJUSTMENTS TO AVOID CONFLICTS ARE ALLOWED.

14. EXCERCISE CAUTION WHEN SETTING SIGN POLES AND FOUNDATIONS TO AVOID

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

DURING CONSTRUCTION.

MANAGER - RANDY SMITH (386-671-2221) TO REQUEST A TECHNICIAN TO BE ON SITE

CONSTRUCTION IN PROXIMITY TO THEIR FACILITIES, CONTACT TECO GAS OPERATIONS

UTILITIES INCLUDING GAS MAINS. IF TECO GAS NEEDS TO BE PRESENT DURING

FOR LOCATES. EXCERCISE CAUTION DURING CONSTRUCTION TO AVOID DAMAGE TO THESE

ACTUAL DEPTHS NOT KNOWN EXCEPT AT VvH LOCATIONS. CONTACT SUNSHINE ONE CALL

ESTIMATED DEPTH 36"+/- BELOW EXISTING GRADE BASED ON UAO INFORMATION.

12. THERE ARE EXISTING UTILITIES BELOW THE IMPROVEMENTS TO BE CONSTRUCTED.

11. SUPPLY REPRODUCIBLE AS-BUILT RECORD DRAWINGS OF ALL WORK.

10. SOD ALL DISTURBED AREAS.

9. NO TRENCH/EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT.

OR DIRECTIONAL DRILL.

8. NOTIFY ALL UTILITY OWNERS TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION

UNLESS OTHERWISE NOTED.

7. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN

ENGINEER SHALL NOTIFY THE CITY.

AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT CONSTRUCTION

PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED

ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE

6. PROJECT STATIONS AND OFFSETS SHOWN ARE BASED ON THE ¡ CONSTRUCTION.

(386) 257-6000 EXT. 18806 VOTRAN (TRANSIT) JACOB LUNCEFORD

(407) 420-2678 TECO PEOPLE GAS BRUCE STOUT

(407) 328-1911(VOLUSIA) CHRISTOPHER BUONANNI

FLORIDA POWER & LIGHT

(305) 552-2931 CROWN CASTLE FIBER DANNY HASKETT

(386) 671-8827 (WATER/SEWER/STORMWATER) JAMES M. PEKALA

CITY OF DAYTONA BEACH

(407) 532-8614 (BRIGHTHOUSE) TIM HAYNES

CHARTER COMMUNICATIONS

(407) 754-0116 COMMUNICATIONS RON PRAIRO

CENTURY LINK

(386) 366-4588 (TELEPHONE) KIRBY SPENCER

AT&T / DISTRIBUTION

TELEPHONE NUMBERSCOMPANY CONTACT

5. UTILITY/AGENCY OWNERS:

BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS

TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION

4. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE

AND FIELD CONDITIONS.

3. RIGHT OF WAY SHOWN HAS BEEN ESTABLISHED FROM PLATS, AVAILABLE INFORMATION,

FLEMING ISLAND, FL 32003

4371 U.S. HIGHWAY 17 SOUTH, SUITE 203

WGI, INC.

P.S.M. No: 7113

RYAN F. KETT, P.S.M.

SURVEYOR AND MAPPER OF RECORD IS:

DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL

SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF

2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL

STATE PLANE COORDINATE SYSTEM, EAST ZONE.

VERTICAL DATUM OF 1988 (NAVD 88). HORIZONTAL DATUM IS NAD 83 FLORIDA

1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN

SAN

SD

SD

SD

SD

SD

WATER

SD

SD

SD

SD

BACK FLOW

SD

SD

J E

A N

S

T R

E E

T J E

A N

S

T R

E E

T

EXIST. 24" PIPE

CONCRETE SIDEWALK

REMOVE EXIST.

CONST. C&G TYPE F

REMOVE EXIST. CURB & GUTTER

¡ CONST. CEDAR ST.

CEDAR STREET

CR-L

EXIST. ASPHALT TRAIL

EXIST. CANAL

'R

21'R

PER FDOT INDEX 522-003

FLARED DRIVEWAY

CONST. CONCRETE

CR-E

G-16

MATCH EXIST.

34.51' (RT)

+69.67

FINISH GRADE

TO MATCH PROPOSED

RAISE EXISTING MH

16.0' (RT)

+63.0'

MATCH EXIST.

24.75' (LT)

+06.07

SIDEWALK

CONCRETE

CONST. 5'

SIDEWALK

CONCRETE

REMOVE EXIST.

R/W

R/W

R/W

R/W

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

EXIST. SIDEWALK AND RAMP

STA. 10+49.62

BEGIN CONSTRUCTION

BEGIN PROJECT

MATCH EXIST.

20.52' (LT)

+49.75

MATCH EXIST.

32.63' (LT)

+69.68

CONSTRUCT SIDEWALK AROUND POLE

ADJUST MANHOLE COVER

MATCH EXIST.

24.77' (LT)

+32.07

MATCH EXIST.

29.87' (LT)

+92.12

MATCH EXIST.

30.08' (LT)

+05.08

TO TOP OF SIDEWALK

ADJUST WATER VALVE METER/COVER

BM 201

24.58' (LT)

+05.58

19.58' (LT)

+12.74

MATCH EXIST.

11.10' (LT)

+12.63

SIDEWALK

COST OF THE

INCLUDED IN THE

INLET TOP. TO BE

REPAIR EXIST.

COPPER - AT&T

BURIED 100PR

COPPER - AT&T

BURIED 100PR

OE - 13KV - FPL

OE - 120/240V - FPL

EXIST. 15" PIPE

EXIST. 15" PIPE EXIST. 24" PIPE

EXIST. 15" PIPE

EXIST. 15" PIPE

EXIST. 24" PIPE

EXIST. 18" PIPE

12" WATERMAIN - CODB

- CODB

6" WATERMAIN

MAIN - CODB

30" SEWER

OTV - CHARTER

OE - 120/240V - FPL

TRANSMISSION LINES

OE - FPL

10 11 12 13

LTG & Planning

Engineering

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\PLANRD_REDU_01.dgnUSER: jessica 4/17/2026 9:22:26 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

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C O

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T

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L

G N

A L

D

L E

G

A

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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

ROADWAY PLAN SHEET (1)

CEDAR STREET

LEGEND:

CR-X

M A

T C

H

L I N

E

S

T A

.0

(S

H E

E T

SEDIMENT BARRIER

CONST. DETECTABLE WARNING PER FDOT INDEX 522-002

REMOVE PAVEMENT AND CURB. REPLACE WITH SOD

CONST. CURB RAMP PER FDOT INDEX 522-002

N

10 40

Feet

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\planrd_REDU_02.dgnUSER: jessica 4/17/2026 9:22:26 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

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G I

T A

L

G N

A L

D

L E

G

A

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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

WATER

SD

SD

WATER

WATER

SD

SD

SD

WATER

SAN

SD

SAN SAN

C A

R O

L I N

E

S

T R

E E

T C

A R

O L I N

E

S

T R

E E

T

CONST. C&G TYPE F

REMOVE EXIST. CURB & GUTTER

CONST. C&G TYPE F

REMOVE EXIST. CURB & GUTTER

TYPE F

CONST. C&G

SIDEWALK

CONST. 5' CONCRETE

SIDEWALK

REMOVE EXIST.

¡ CONST. CEDAR ST.

CEDAR STREET

R

SIDEWALK

CONST. 6' CONCRETE

CR-D

CR-E

CONST. C&G TYPE F

CURB & GUTTER

REMOVE EXIST.

MATCH EXIST.

39.37' (LT)

+42.01

A-1

A-1

'R

R

DBHA PROPERTY

DBHA PROPERTY

R/W

R/W

R/W

R/W

R/W

R/W

CONST. 5' CONCRETE SIDEWALK

REMOVE EXIST. SIDEWALK

WITHIN THE RIGHT OF WAY

REMOVE EXIST. FENCE SEGMENT

30.35' (LT)

+32.59

30.16' (LT)

+40.89

CR-C

CR-E

MATCH EXIST.

30.20' (RT)

+90.56

MATCH EXIST.

30.13' (RT)

+85.52

MATCH EXIST.

30.00' (RT)

+79.55

MATCH EXIST.

37.91' (RT)

+79.35

10.41' (RT)

+99.52

MATCH EXIST.

18.62' (RT)

+16.02

10.40' (RT)

+06.48

MATCH EXIST.

41.99' (LT)

+79.19

29.86' (LT)

+79.30

MATCH EXIST.

42.00' (LT)

+90.57

31.01' (LT)

+85.52

10.11' (LT)

+99.17

10.08' (LT)

+02.94

17.00' (LT)

+13.99

17.00' (LT)

+21.64

SIDEWALK

EXISTING

MATCH EXIST.

25.00' (LT)

+15.31

MATCH EXIST.

25.00' (LT)

+97.31

MATCH EXIST.

25.00' (LT)

+91.17

SEE SPECIAL DETAILS FOR BULBOUTS

VvH 1

VvH 6

VvH 5

MATCH EXIST.

16.94' (LT)

+26.74

TO R/W LINE

TRIM BUSHES BACK

(SEE SHEET 19)

PER FDOT INDEX 522-003

*CONST. CONCRETE FLARED DRIVEWAY

SIDEWALK AND DRIVEWAYS

REMOVE EXISTING

VvH 4

VvH 3 VvH 2

SIDEWALK

COST OF THE

INCLUDED IN THE

INLET TOP. TO BE

REPAIR EXIST.

OE - 13KV

(6) 1.5" HDPE CONDUIT

BFOC 240

BFOC 144

HH#60146092

LEVEL 3 COMMUNICATIONS - CENTURY LINK

- CODB

EXIST. 15" PIPE

COPPER - AT&T

BURIED 100PR

- CROWN CASTLE

CONDUITS W/ 1-96CT FOC

BFOC (2) 1.5" HDPE UG

GAS MAIN - TECO

EXIST. 2" STEEL

GAS MAIN - TECO

EXIST. 2" PE

MATCH EXIST.

25.00' (LT)

+09.17

COPPER - AT&T

BURIED 100PR

COPPER - AT&T

BURIED 200PR

OE - 13KV - FPL

- CROWN CASTLE

CONDUITS W/ 1-48CT FOC

BFOC (2) 1.5" HDPE UG

EXIST. 24" PIPE

EXIST. 10" PIPE

EXIST. 24" PIPE EXIST. 10" PIPE

EXIST. 15" PIPE

MAIN - CODB

8" SEWER

MAIN - CODB

30" SEWER

MAIN - CODB

30" SEWER

PT STA. 57+42.04

14 15 16 17 18

ROADWAY PLAN SHEET (2)

M A

T C

H

L I N

E

S

T A

.0

(S

H E

E T

SEDIMENT BARRIER

FDOT INDEX 522-002

CONST. DETECTABLE WARNING PER

CONST. CURB RAMP PER FDOT INDEX 522-002

C U

R V

T

N S

E C

H

C U

R V

T

N S

E C

H

N

10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

(S

H E

E T

W A T E R

W A T E R

S D

S D

W A T E R

S D

W A T E R

S A

N

12" RCP

R C

P

R C

P

12" RCP

I N

V

E L E

V

.3

R C

P

(W

I N

V

E L E

V

.8

R C

P

(S

I N

V

E L E

V

.9

R C

P

(E

T O

P

E

L E

V

.6

M A

N H

O L E

D I R

O N

L Y

I N

V

E L E

V

.1

R C

P

(N

T O

P

E

L E

V

.7

M

N

H O

L E

I N

V

E L E

V

.2

R C

P

(N

T O

P

E

L E

V

.4

S T

O

N H

O L E

I N

V

E L E

V

.5

R C

P

(W

I N

V

E L E

V

.4

R C

P

(S

I N

V

E L E

V

.6

R C

P

(E

T O

P

E

L E

V

.7

M A

N H

O L E

I N

V

E L E

V

.3

R C

P

(W

I N

V

E L E

V

.1

R C

P

(S

I N

V

E L E

V

.4

R C

P

(E

I N

V

E L E

V

.0

R C

P

(N

T O

P

E

L E

V

.8

N

H O

L E

LTG & Planning

Engineering

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\PLANRD_REDU_04.dgnUSER: jessica 4/17/2026 9:22:27 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

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A

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VENDOR NO.: F030424608005

PH:321.499.4679 FAX:321.499.4680

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

P.E. NO.62600

ROADWAY PLAN SHEET (3)

KEECH STREET

MATCH LIN

E STA. 17+

50.00

(SHEET 9)

M A

T C

H

L I N

E

S

T A

.0

(S

H E

E T

SEDIMENT BARRIER

CONST. DETECTABLE WARNING PER FDOT INDEX 522-002

CONST. CURB RAMP PER FDOT INDEX 522-002CR-X

KEECH STREET

MIDDLE SCHOOL

CAMPBELL

¡ CONST. KEECH ST.

CEDAR ST.

¡ CONST.

DBHA PROPERTY

DBHA PROPERTY

SEE SPECIAL DETAILS F

OR BULBOUTS

VvH 7

P T

S

T A

.0

P C

S

T A

.6

56 57 P T

S

T A

.0

P I

S

T A

.2

PI STA. = 56+33.26

T = 110.59

L = 219.37

R = 700.00

PC STA. = 55+22.68

PT STA. = 57+42.04

PI STA. = 53+30.14

T = 134.77

L = 268.62

R = 1,332.00

PT STA. = 54+64.00

PCC STA. = 51+95.38

N

10 40

Feet

CURB AND GUTTER

REMOVE EXISTING

CONST. C&G TYPE F

CONST. C&G TYPE F

TO REMAIN

EXIST. CURB AND GUTTER

SIDEWALK

CONST. 8' CONCRETE

CURB AND GUTTER

REMOVE EXISTING

CURVE 2

CURVE 3

CONST. 5' CONCRETE SIDEWALK

STA. 58+52.77

(KEECH ST.)

END CONSTRUCTION

REMOVE EXISTING CURB AND GUTTER

CR-C

CR-C

REMOVE EXISTING CURB AND GUTTER. CONST. C&G TYPE F

11'10'

R

'R

15'R

UTILITY STRIP

CONST. 2'

MATCH EXIST.

25.06' (RT)

+69.58

ORB 379, PG 1

EASEMENT

EXIST. 20' UTILITY

BM 202

R/W

R/W

R/W

CR-C

CONST. VARIABLE WIDTH SIDEWALK

GUTTER CONST. C&G TYPE F

REMOVE EXISTING CURB &

NEW SIDEWALK LIMITS

ADJUST FENCE OUT OF

TYPE F

CONST. C&G

17.00' (LT)

17+87.00

CR-A

REMOVE EXISTING SIDEWALK

TO TOP OF SIDEWALK

ADJUST WATER VALVE/METER

MATCH EXIST.

25.02' (RT)

+92.28

MATCH EXIST.

17.87' (LT)

+24.16

CR-E

CR-E

CONST. 8' CONCRETE SIDEWALK

MATCH EXIST.

18.97' (RT)

+27.59

MATCH EXIST.

17.98' (LT)

+30.66

SIDEWALK

CONST. VARIABLE WIDTH

MATCH EXIST.

20.10' (RT)

+02.64

MATCH EXIST.

18.88' (RT)

+11.58

MATCH EXIST.

18.22' (RT)

17+87.50

10.23' (RT)

17+98.59 10.63' (LT)

17+99.53

17.00' (LT)

17+91.37

17.41' (LT)

+09.53

R/W

VvH 9

17.55' (LT)

+47.81

MATCH EXIST.

21.40' (RT)

+54.77

12.00' (RT)

+33.00

13.91' (RT)

+43.97

COPPER - AT&T

BURIED 200PR

GAS MAIN - TECO

EXIST. 4" STEEL

48 FIBER - AT&T

BURIED

BURIED TV - CHARTER

- CROWN CASTLE

CONDUITS W/ 1-48CT FOC

BFOC (2) 1.5" HDPE UG

OE-120/240V - FPL

17+96, 20 RT

POLE TO BE REMOVED BY AT&T

EXISTING SHORT UTILITY

10.23' (RT)

18+07.46

R

CURVE 3 DATA ¡ CONST. KEECHCURVE 2 DATA ¡ CONST. KEECH

VvH 10

VvH 8

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\PLANRD_REDU_03.dgnUSER: jessica 4/17/2026 9:22:27 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

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G

A

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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

KEECH STREET

¡ CONST. KEECH ST.

P C

S

T A

.8

P C

C

S

T A

.3

P I

S

T A

.6

P I

S

T A

.1

PI STA. = 51+47.64

T = 47.83

L = 95.57

R = 850.00

PC STA. = 50+99.81

PI STA. = 53+30.14

T = 134.77

L = 268.62

R = 1,332.00

PT STA. = 54+64.00PCC STA. = 51+95.38

PCC STA. = 51+95.38

N

10 40

Feet

CONST. C&G TYPE F

CURB & GUTTER

REMOVE EXISTING

TO REMAIN

EXIST. CURB AND GUTTER

SIDEWALK

CONST. 8' CONCRETE

SIDEWALK

CONST. 8' CONCRETE

CURVE 2

CURVE 1

CR-F

CR-F

12.00' (RT)

+79.12

12.00' (RT)

+75.50

TYPE F

CONST. C&G

CAMPBELL MIDDLE SCHOOL

MATCH EXIST.

25.64' (RT)

+49.69

'R 3

'R

UTILITY STRIP

CONST. 2'

UTILITY STRIP

CONST. 2'

MATCH EXIST.

26.03' (RT)

+05.18

ORB 379, PG 1

EASEMENT

EXIST. 20' UTILITY

ORB 379, PG 1

EASEMENT

EXIST. 20' UTILITY

R/W

R/W

REMOVE EXISTING SIDEWALK

REMOVE EXISTING SIDEWALK

OE-120/240V - FPL

GAS MAIN - TECO

EXIST. 4" STEEL

COPPER - AT&T

BURIED 200PR

- AT&T

48 FIBER

BURIED

CURVE 2 DATA ¡ CONST. KEECHCURVE 1 DATA ¡ CONST. KEECH

W A T E R

W A T E R

W A T E R

S

DS

D

S D

S A

N

N P

W W A T E R

W A T E R

¡ CONST. SOUTH ST.

S O

U T

H

S

T R

E E

T

EXIST. SIDEWALK

TO REMAIN

EXIST. CURB RAMP

CR-C

'R

BM 203

R/W

R/W

R/W

VvH 11

GAS MAIN - TECO

EXIST. 4" STEEL

- TECO

NOT DESIGNATED

GAS SERVICE

EXIST. 3/4"

- TECO

NOT DESIGNATED

GAS MAIN

EXIST. 4" STEEL

BURIED 48 FIBER - AT&T

EXIST. 15" PIPE EXISTING 15' PIPE

EXIST. 24" PIPE

EXIST. 24" PIPE

WATER MAIN - CODB

6" NON POTABLE

OE - 120/240V - FPL

38.00' (LT)

+24.00

23.00' (LT)

+37.00

12" PIPE

EXIST.

PI STA. 107+92

.18 1

¡ CONST. SOUTH ST.

S O

U T

H

S

T R

E E

T

EXIST. SIDEWALK

TO REMAIN

EXIST. CURB RAMP

CR-C

'R

BM 203

R/W

R/W

R/W

VvH 11

OE - 13KV - FPL

AERIAL 48 FIBER - AT&T

GAS MAIN - TECO

EXIST. 4" STEEL

- TECO

NOT DESIGNATED

GAS SERVICE

EXIST. 3/4"

- TECO

NOT DESIGNATED

GAS MAIN

EXIST. 4" STEEL

BURIED 48 FIBER - AT&T

EXIST. 15" PIPE EXISTING 15' PIPE

EXIST. 24" PIPE

EXIST. 24" PIPE

12" WATERMAIN - CODB

WATER MAIN - CODB

6" NON POTABLE

OE - 120/240V - FPL

38.00' (LT)

+24.00

23.00' (LT)

+37.00

39.00' (LT)

+12.00

12" PIPE

EXIST.

ROADWAY PLAN SHEET (4)

KEECH STREET

A

T C

H

L I N

E

S

T A

.0

(S

H E

E T

SEDIMENT BARRIER

CONST. DETECTABLE WARNING PER FDOT INDEX 522-002

CONST. CURB RAMP PER FDOT INDEX 522-002

15'15'

WATER

SD

SD

WATER

WATER

SD

SD

WATER

SAN SAN

14 15

LTG & Planning

Engineering

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\SPDTRD_REDU_01.dgnUSER: jessica 4/17/2026 9:22:28 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

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E C

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G I

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L

G N

A L

D

L E

G

A

C

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

N

0 10

Feet

¡ CONST. CEDAR ST.

CEDAR STREET

C A

R O

L I N

E

S

T R

E E

SPECIAL DETAIL (1)

MATCH EXIST. ±5.39'

37.92' (RT)

STA. 14+80.07

ELEV.: 5.34'

19.64' (RT)

STA. 15+00.30

MATCH EXIST. ±5.35'

19.28' (RT)

STA. 15+15.84

TO BE REPAIRED

EXIST. INLET TOP

ELEV.: 5.31'

19.06' (LT)

STA. 15+00.61

ELEV.: 5.20'

30.18' (LT)

STA. 14+40.14

ELEV.: 5.37'

35.99' (LT)

STA. 14+80.00

ELEV.: ±5.32'

18.95' (LT)

STA. 15+15.83

MATCH EXIST. ±5.18'

17.68' (LT)

STA. 14+26.81

1 1/2" TO SUPPORT GRATE

EXIST. INLET TOP TO BE NOTCHED

1 1/2" TO SUPPORT GRATE

EXIST. INLET TOP TO BE NOTCHED

R/W

R/W R/W

MATCH EXIST.: ±5.22'

39.33' (LT)

STA. 14+41.16

MATCH EXIST.: ±5.38'

42.00' (LT)

STA. 14+79.80

ELEV.: 5.32'

20.12' (LT)

STA. 14+92.81

ELEV.: 5.37'

26.59' (RT)

STA. 14+85.10

ELEV.: 5.35'

20.25' (RT)

STA. 14+92.29

(TYP.)

FLOW LINE

VALLEY GUTTER

ELEV.: 5.35'

24.43' (LT)

STA. 14+85.36

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\SPDTRD_REDU_02.dgnUSER: jessica 4/17/2026 9:22:28 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

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 D

S D

R C

P

12" RCP

N

0 10

Feet

SPECIAL DETAIL (2)

D A

R

S

T R

E E

T

¡ CONST. CEDAR ST.

ELEV.: 5.32'

18.85' (RT)

STA. 18+00.76

MATCH EXIST. ±5.38'

19.07' (RT)

STA. 17+90.14

ELEV.: 5.33'

19.68' (RT)

STA. 18+06.96

KEECH STREET

MATCH EXISTING. ±5.33'

18.64' (LT)

STA. 58+30.67

ELEV.: ±5.38'

18.46' (LT)

STA. 17+89.58

MATCH EXISTING. ±5.35'

18.63' (LT)

STA. 57+24.14

R/W

R/W

ELEV.: 5.29'

19.46' (LT)

STA. 18+02.64

ELEV.: 5.30'

21.84' (LT)

STA. 18+17.37

ELEV.: 5.31'

30.13' (LT)

STA. 18+20.45

ELEV.: 5.33'

22.27' (RT)

STA. 18+17.13

ELEV.: 5.33'

33.57' (RT)

STA. 18+20.44

(TYP.)

FLOW LINE

VALLEY GUTTER

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\roadway\RDXSRD_REDU_01.dgnUSER: jessica 4/17/2026 9:22:29 AM Rdxsrd_shg

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

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

24" PIPE

6" WM (B)

2.66'

4.00'

0.020

0.062

SAWCUT

E X I S

T

R

W

24" PIPE

6" WM (B)

2.75'

4.00'

0.095

0.020

SAWCUT

E X I S

T

R

W

00 1010 2020 3030 4040 50506070

0 0

2 2

4 4

6 6

8 8

10 10

12 12

14 14

16 16

18 18

16+00.00

0 0

2 2

4 4

6 6

8 8

10 10

12 12

14 14

16 16

18 18

17+06.00

1" = 10' Vertical

1" = 10' Horizontal

SPECIAL DRIVEWAY SECTION

VOLUSIA

THE CITY OF DAYTONA BEACH

X:\jobs\5300\5363.00\000_CADD\53630000001\drainage\SWPPRD_REDU_01.dgnUSER: jessica 4/17/2026 9:22:35 AM Default

443394-1-58-01

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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

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

STORMWATER POLLUTION

PREVENTION PLAN (1)

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION

PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION, THE STANDARD PLANS, AND OTHER SHEETS OF

THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION

PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS.

THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL

ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS

NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED

BY SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING

CONSTRUCTION.

1. SITE DESCRIPTION: PROJECT IS AN URBAN 2-LANE STREET WITH ON-STREET

PARKING. PROJECT IS 0.7 MILES LONG AND INCLUDES PORTIONS OF CEDR

STREET, KEECH STREET AND SOUTH STREET IN THE CITY OF DAYTONA

BEACH, VOLUSIA COUNTY, FLORIDA.

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THIS IS A SAFE ROUTE TO SCHOOLS PROJECT THAT INCLUDES REPLACEMENT OF

SIDEWALKS, ADA RAMPS, LANE WIDTH REDUCTION, AND MINOR STORM SEWER

MODIFICATIONS.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR

INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE

CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL

UPSTREAM AREAS ARE STABILIZED.

CLEARING AND GRUBBING AREAS OF WORK TO BE PERFORMED AND INSTALL THE

APPROPRIATE EROSION CONTROL MEASURES USING BEST MANAGEMENT

PRACTICES.

PHASE I CONSTRUCTION INCLUDES DRAINAGE MODIFICATIONSAND SIDEWALK

IMPROVEMENTS ALONG CEDAR STREET BETWEEN JEAN STREET AND KEECH

STREET. INCLUDES CONSTRUCTION OF TEMPORARY MIDBLOCK CROSSINGS.

PHASE II CONSTRUCTION SIDEWALKS ALONG KEECH STREET AND THE NORTH

SIDE OF SOUTH STREET.

1.C. AREA ESTIMATES:

TOTAL SITE AREA: 5.61 ACRES.

TOTAL AREA TO BE DISTURBED: 1.78 ACRES.

1.D. RUNOFF DATA:

RUNOFF COEFFICIENTS:

BEFORE: 0.8

DURING: VARIES FROM 0.7 TO 0.8

AFTER: 0.8

1.E. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION

OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS

OR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF

THESE CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: THE DRAINAGE BASIN DIVIDES AND FLOW

DIRECTIONS ARE SHOWN ON THE DRAINAGE MAPS.

* APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE

CROSS-SECTION SHEETS AND THE PLAN-PROFILE SHEETS.

* AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE

INDICATED ON THE PLAN SHEETS. ANY AREAS WHERE PERMANENT FEATURES

ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE

DISTRUBED.

* AREAS NOT TO BE DISTURBED: EXISTING PAVEMENT AREAS AND AREAS

OUTSIDE LIMITS OF CONSTRUCTION.

* LOCATIONS OF TEMPORARY CONTROLS: TEMPORARY EROSION CONTROL

MEASURES WILL BE INTALLED AND MAINTAINED ALONG THE RIGHT-OF-WAY AND

IN THE GUTTERS TO PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE

AND ENTERING THE EXISTING STORM SEWER SYSTEM PIPES.

* LOCATIONS OF PERMANENT CONTROLS: N/A

* AREAS TO BE STABILIZED: TEMPORARY EROSION CONTROL MEASURES TO

BE PLACED ALONG ROW LIMITS, EXISTING AND PROPOSED INLETS TO

MAINTAIN SEDIMENT WITHIN DISTURBED AREAS AND PREVENT SEDIMENT FROM

LEAVING THE PROJECT SITE OR ENTERING THE EXISTING STORM DRAIN

SYSTEM.

* SURFACE WATERS: N/A

* DISCHARGE POINTS TO SURFACE WATERS: DISCHARGE IS INTO

EXISTING STORM SEWER SYSTEM THROUGHOUT THE PROJECT AND EVENTUALLY

INTO THE SOUTH NOVA ROAD CANAL THAT IS LOCATED WEST OF THE

PROJECT.

1.F. RECEIVING WATERS:

THE PROPOSED IMPRVEMENTS INCLUDING SIDEWALK AND DRAINAGE

IMROVEMENTS WILL MAINTAIN THE EXISTING DRAINAGE PATTERNS AND

DISCHARGE LOCATIONS WILL REMAIN THE SAME. NO PONDS ARE INCLUDED

WITH THE PROPOSED IMPROVEMENTS. THE FINAL DISCHARGE IS TO THE

INTRACOSTAL WATERWAY.

2.0 CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER

CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT

BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE

PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE STABILIZATION

PRACTICES PROPOSED TO CONTROL EROSION. INITIATE ALL STABILIZATION

MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE FOR MORE THAN 7 DAYS,

IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE T

EMPORARILY OR PERMANENTLY CEASED. THE STABILIZATION PRACTICES SHALL

INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

TEMPORARY:

* SILT FENCE AND GUTTER BUDDIES

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROPOSED

STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE

PREVENT THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE.

SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING THE SOIL

UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES SHALL INCLUDE AT

LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS IN ACCORDANCE WITH DESIGN SPECIFICATION SECTION

104, AND FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER

MANUAL.

* INLET PROTECTION IN ACCORDANCE FDEP EROSION AND SEDIMENT CONTROL

DESIGNER AND REVIEWER MANUAL, AND SPECIAL DETAILS SHOWN IN THE TTC

PLAN.

PERMANENT:

* SOD.

2.B STORMWATER MANAGEMENT:

N/A

2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROPOSED

METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIALS, INCLUDING

BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE PROPOSED

METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE

APPROVED BY THE ENGINEER:

* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT DURING

CONSTRUCTION ACTIVITIES.

* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS

ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE

MANUFACTURER.

* DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION

MATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE WATERS, OR

WETLANDS.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROPOSED

METHODS FOR MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND

GENERATING DUST. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE

FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO STANDARD PLANS

106.

* USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCHAS

EXCAVATION AND MILLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER,

OR SEPTIC TANK REGULATIONS:

IN SECTION 104 EROSION CONTROL PLAN, DESCRIBE THE PROPOSED

PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS

FOR WASTE DISPOSAL, AND SANITARY SEWER OR SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROCEDURES

FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURES

SHALL COMPLY WITH APPLICABLE SUBSECTIONS OF SECTION 570 OF THE

SPECIFICATIONS.

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

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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

STORMWATER POLLUTION

PREVENTION PLAN (2)

2.C.5 TOXIC SUBSTANCES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, PROVIDE A LIST OF TOXIC

SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN

ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND

DISPOSAL OF THESE SUBSTANCES.

2.D.4 APPROVED STATE AND LOCAL PLANS AND PERMITS:

* FDEP RULE CHAPTER 62-25 F.A.C.

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, PROVIDE A PLAN FOR

MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT

CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM, COMPLY WITH

THE FOLLOWING:

* SILT FENCE: MAINTAIN PER SECTION 104. ANTICIPATE REPLACING SILT FENCE

ON 12-MONTH INTERVALS.

* SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S

RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS OR

AREAS.

* PONDS ONE AND TWO: THE PONDS ARE TEMPORARY SEDIMENT BASINS UNTIL

THE AREAS THAT DRAIN TO THEM ARE STABILIZED, SO UNTIL THEN, REMOVE

SEDIMENT FROM THE POND WHEN IT BECOMES 1.5' DEEP AT ANY POINT.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE

EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A

STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, INSTALL AND MAINTAIN

RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN

PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE

EVERY MONTH. INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE

WITH THE LATEST STORMWATER POLLUTIONPREVENTION PLAN.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

* AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO

PRECIPITATION.

* STRUCTURAL CONTROLS.

* STORMWATER MANAGEMENT SYSTEMS.

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS

ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THAT THE

INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT

TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING

POLLUTANTS, PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN SECTION 104 EROSION CONTROL PLAN, IDENTIFY ALL ANTICIPATED

NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING

ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO

PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE

CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, CONTACT

HEATHER LORIMOR, VOLUSIA COUNTY HAZARDOUS MATERIALS COORDINATOR AT

386-473-5914.

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

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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

TEMPORARY TRAFFIC

CONTROL PLAN - NOTES

TTCP NOTES: SEQUENCE OF CONSTRUCTION NOTES:

WORK MM-DD

ROAD

BEGINS

MM/DD

LANE

CLOSURE

BEGINS

AND THE NW CORNER AT KEECH STREET.

CAROLINE STREET TO KEECH STREET, INCLUDING THE NE CORNER AT CAROLINE STREET

CONSTRUCT THE IMPROVEMENTS ON THE NORTH SIDE OF CEDAR STREET FROM 3.

TEMPORARY CROSSING.

PEDESTRIAN TRAFFIC ON THE WEST SIDE OF KEECH TO THE EAST SIDE IN A

TO THE EXISTING CROSSING USING TEMPORARY CURB RAMPS AND PLCDs, DIVERT

DIVERT PEDESTRIAN TRAFFIC ON CAROLINE STREET AROUND THE WORK ZONE BACK 2.

WORK WITH A SLIGHT ENCROACHMENT INTO THE PARKING LANE ON KEECH STREET.

CORNER OF THE INTERSECTION WITH KEECH STREET EXTENDING BEYOND THE LIMITS OF

AROUND THE NE CORNER OF THE INTERSECTION WITH CAROLINE STREET AND THE NW

THE SOUTH 20' (2-10' LANES) OF PAVEMENT WRAPPING THE CHANNELIZING DEVICES

WEST 22' (2-11' LANES) AT THE INTERSECTION. SHIFT TRAFFIC ON CEDAR STREET TO

PLACE CHANNELIZING DEVICES TO SHIFT TRAFFIC ON CAROLINE STREET TO THE 1.

PHASE IV - CAROLINE STREET TO KEECH STREET

REOPEN CEDAR STREET FROM CAROLINE STREET TO JEAN STREET. 6.

STREET TO CAROLINE STREET INCLUDING THE NW CORNER AT CAROLINE STREET.

CONSTRUCT IMPORVEMENTS ON THE NORTH SIDE OF CEDAR STREET FROM JEAN 5.

STREET.

DEVICES (PLCDs). CONNECT PLCDs TO THE NEWLY CONSTRUCTED NE CORNER AT JEAN

STREET USING TEMPORARY CURB RAMPS AND PEDESTRIAN LONGITUDINAL CHANNELIZING

DIVERT PEDESTRIAN TRAFFIC AT THE INTERSECTION ONTO THE WB LANE OF CEDAR 4.

THE NW CORNER.

SHIFT CAROLINE STREET TRAFFIC TO THE EAST 22' (2-11' LANES) OF PAVEMENT AT 3.

DETOUR SIGNS FOR EACH DIRECTION AT EACH INTERSECTION.

THE SOUTH, THEN TO JEAN STREET FOR ACCESS TO EB CEDAR STREET LANE. PLACE

DETOUR WB CEDAR TRAFFIC TO LOOMIS AVE TO THE NORTH AND SOUTH STREET TO 2.

MINIMUM EB TRAFFIC LANE ON CEDAR STREET.

BARRICADES, ROAD CLOSED SIGNS, AND CHANELLIZING DEVICES. MAINTAIN A 10'

CLOSE WB CEDAR STREET FROM CAROLINE STREET TO JEAN STREET WITH TYPE III 1.

PHASE III - JEAN STREET TO CAROLINE STREET

CONSTRUCT IMPROVEMENTS ON THE NE CORNER OF THE INTERSECTION.3.

ESCORTS.

UNYIELDING, SLIP RESISTANT SURFACES OR EXISTING PAVEMENT USING PLCD'S OR

DIVERT PEDESTRIANS AROUND THE WORK ZONE ON ADA COMPLIANT FIRM AND 2.

WEST SIDE OF JEAN STREET AT THE INTERSECTION WITH CEDAR STREET.

PLACE CHANNELIZING DEVICES AND REDUCE LANE WIDTHS TO 2-10' LANES ON THE 1.

PHASE II - NE CORNER OF INTERSECTION WITH JEAN STREET

CONSTRUCT IMPROVEMENTS ON THE WEST LEG OF THE INTERSECTION.2.

EAST SIDE OF JEAN STREET AT THE INTERSECTION WITH CEDAR STREET.

PLACE CHANNELIZING DEVICES AND REDUCE LANE WIDTHS TO 2-10' LANES ON THE 1.

PHASE I - WEST SIDE OF JEAN STREET

CEDAR STREET - SEGMENT 1

AND LANE CLOSURE.

WEEKS IN ADVANCE OF BEGINNING CONSTRUCTION AND PRIOR TO EACH WORK PHASE

NOTIFY EMERGENCY SERVICES, LAW ENFORCEMENT AND TRANSIT AGENCIES TWO 12.

TO LANE CLOSURE. (500 FT ON APPROACH TO CLOSURE).

INSTALL PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SEVEN (7) DAYS PRIOR 11.

PLACE THE SIGNS 900 FT ON APPROACH TO CONSTRUCTION WORK AREAS.

AND END OF THE PROJECT FOURTEEN (14) DAYS PRIOR TO BEGIN CONSTRUCTION.

INSTALL PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) AT THE BEGINNING 10.

WORK PHASE AND ANY LANE CLOSURES.

NOTIFY VOTRAN, AND EACH SCHOOL'S PRINCIPAL TWO WEEKS PRIOR TO EACH 9.

UNLESS APPROVED IN ADVANCE BY THE CITY.

NO WORK ALLOWED BETWEEN 7:00 PM AND 7:00 AM MONDAY THROUGH SUNDAY, 8.

WEEKENDS DURING ALLOWED WORK HOURS.

SCHOOL IS IN SESSION. APPROVED LANE CLOSURES WILL BE ALLOWED ON

3:30 PM AND 5:00 PM, MONDAY THROUGH FRIDAY ON KEECH ST AND SOUTH ST WHEN

NO LANE CLOSURES ALLOWED BETWEEN 6:30 AM AND 8:00 AM AND BETWEEN 7.

TO CONSTRUCTION ACTIVITIES.

DAYTONA BEACH DEPARTMENT OF PUBLIC WORKS AT LEAST TWO WORK WEEKS PRIOR

ANY LANE CLOSURES OR DETOURS MUST BE APPROVED BY THE CITY OF 6.

COORDINATION WITH SCHOOLS AND RESIDENTS.

WORK WEEKS IN ADVANCE OF STARTING EACH PHASE OR SUB PHASE TO ALLOW

NOTIFY THE CITY OF DAYTONA BEACH DEPARTMENT OF PUBLIC WORKS TWO 5.

DRIVEWAY CLOSURES AT THE MOST CONVENIENT TIME FOR THE OCCUPANTS.

OCCUPANT TWO WEEKS PRIOR TO THE SCHEDULED DRIVEWAY CLOSURE. SCHEDULE

COORDINATE AND SCHEDULE ANY REQUIRED DRIVEWAY CLOSURE WITH THE 4.

ESTABLISHED SCHOOL ENTRANCES WITH ACCESSIBLE SIDEWALKS AS POSSIBLE.

PLACE TEMPORARY CROSSINGS AS CLOSE TO EXISTING INTERSECTIONS AND

HOUSING, PARKS, AND SCHOOLS. PROVIDE TEMPORARY CURB RAMPS AS NECESSARY.

TEMP0RARY ADA COMPLIANT PEDESTRIAN ACCESS TO EXISTING CONNECTIONS TO

DEVICES AND SIGNAGE TO DELINEATE THE PEDESTRIAN ROUTE. PROVIDE

AND NON ACTIVE WORK PERIODS. USE APPROPRIATE SURFACE MATERIALS AND LCD

INDEX 102-660 MAY BE REQUIRED TO PROVIDE PEDESTRIAN ACCESS DURING ACTIVE

STREETS AND DRIVEWAYS AT ALL TIMES. TEMPORARY PEDESTRIAN WAYS PER FDOT

MAINTAIN PEDESTRIAN AND VEHICLE ACCESS TO SCHOOLS, RESIDENCES, SIDE 3.

INSTALLATION OF ELECTRIFIED SIGNS WITH ROADWAY WORK.

INSTALLED WHEN CONSTRUCTION IS COMPLETED ON ANY SEGMENT. COORDINATE

CONSTRUCTION. FINAL THERMOPLASTIC PAVEMENT MARKINGS AND SIGNING TO BE

CONSTRUCT ALL TEMPORARY PAVEMENT MARKINGS WITH PAINT DURING 2.

TO BEGINNING CONSTRUCTION OF ANY SEGMENT OR PHASE.

THE STANDARD PLANS 102-600, 602, 603, 604, 607, AND 660 AS APPLICABLE PRIOR

DETOUR SIGNING AND MARKINGS AND CHANNELIZING DEVICES IN ACCORDANCE WITH

INSTALL OR RELOCATE ADVANCED WORK ZONE, PEDESTRIAN DIVERSION AND 1.

CONSTRUCT THE IMPROVEMENTS ON THE EAST SIDE OF KEECH STREET.3.

THE REMAINING PAVEMENT AND NB PARKING LANES.

PARKING (8' MIN) ON KEECH STREET. PLACE CHANNELIZING DEVICES AND CLOSE

SHIFT TRAFFIC TO THE WEST MAINTAINING 2-10' LANES AND WEST SIDE 2.

SIDE OF KEECH STREET.

DIVERT PEDESTRIAN TRAFFIC ONTO THE EXISTING SIDEWALK ON THE WEST 1.

PHASE VI

KEECH STREET - SEGMENT 2

REOPEN CEDAR STREET AND CAROLINE STREET.6.

SW CORNER IMPROVEMENTS AT KEECH STREET.

CONSTRUCT THE SE CORNER IMPROVEMENTS AT CAROLINE STREET AND THE 5.

THE EAST SIDE IN A TEMPORARY CROSSING.

ON THE NW CORNER. DIVERT PEDESTRIAN TRAFFIC ON KEECH STREET ACROSS TO

PEDESTRIAN TRAFFIC AT KEECH STREET TO THE NEWLY CONSTRUCTED CROSSING

THE NEWLY CONSTRUCTED CROSSING AND SIDEWALK ON THE NORTH SIDE. DIVERT

PAVEMENT WITH TEMPORARY CURB RAMPS AND PLCDs AROUND THE SE CORNER TO

DIVERT PEDESTRIAN TRAFFIC AT CAROLINE STREET INTO THE EXISTING 4.

FOR EACH DIRECTION AT EACH INTERSECTION.

STREET TO THE SOUTH ON CAROLINE, THEN BACK TO KEECH. PLACE DETOUR SIGNS

DETOUR EB CEDAR TRAFFIC TO LOOMIS AVE TO THE NORTH AND TO SOUTH 3.

INTERSECTION.

SOUTH BEYOND THE WORK ZONE. PROVIDE A MINIMUM 11' WB LANE AT THE

CONTINUING AROUND THE SW CORNER OF KEECH STREET INTO THE PARKING LANE

TYPE III BARRICADES, ROAD CLOSED SIGNS AND CHANNELIZING DEVICES

CLOSE EB CEDAR STREET FROM CAROLINE STREET TO KEECH STREET WITH 2.

KEEP TRAFFIC ON CAROLINE SHIFTED TO THE WEST 22'.1.

PHASE V

VOLUSIA

THE CITY OF DAYTONA BEACH

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443394-1-58-01

ROAD NO. COUNTY

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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

� CONST.

5'

� CONST.

� CONST.

8'

6'

TTCP - TYPICAL SECTION (1)

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINER/W LINE

� CONST.

6'

R/W LINER/W LINE

DESIGN SPEED 25 MPH

N.T.S.

STA. 10+40.00 TO STA. 14+50.00

(FROM JEAN ST. TO CAROLINE ST.)

CEDAR STREET

TYPICAL SECTION - PHASE III

DESIGN SPEED 25 MPH

N.T.S.

STA. 14+50.00 TO STA. 18+00.00

(CAROLINE ST. TO KEECH ST.)

CEDAR STREET

TYPICAL SECTION - PHASE IV

DESIGN SPEED 25 MPH

N.T.S.

STA. 14+50.00 TO STA. 18+00.00

(CAROLINE ST. TO KEECH ST.)

CEDAR STREET

TYPICAL SECTION - PHASE V

DESIGN SPEED 30 MPH

N.T.S.

STA. 50+15.50 TO STA. 58+40.00

(FROM SOUTH ST. TO CEDAR ST.)

KEECH STREET

TYPICAL SECTION - PHASE VI

WORK ZONE

EB LANE

10'

2' MIN.

2' MIN.

WAY

PED

5'

MIN.

CLEAR

20' (2-10' LANES)

WORK ZONE

2' MIN.

WAY

PED

2' MIN.

MIN.

CLEAR

5'

CHANNELIZING DEVICE

CHANNELIZING DEVICE

PLCD's

PLCD's

CORNER WORK ZONES

11' LANE

CHANNELIZING DEVICE

PARKING LANE

8' MIN 20' (2-10' LANES)

WORK ZONE

CHANNELIZING DEVICE

WAY

PED

EXIST.

PED WAY

BUILT

NEWLY