Exhibit_A,_Construction_Plans,_26-SQ-86SR.pdf

TBD

COMPONENTS OF CONTRACT PLANS SET

ROADWAY IMPROVEMENTS FOR

OLD MISSION ROAD

FROM S. OF WEST PARK AVE. TO JOSEPHINE ST.

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

SHEET

NO.

FISCAL

YEAR

5/26/2026 10:17:07 AM C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\KEYSRD01.dwgDeana Sweetwood

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

1A NOTES TO REVIEWER

2 SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

5 - 6 DRAINAGE MAP

7 - 12 TYPICAL SECTION

13 - 19 OVERBUILD DETAILS

20 - 21 SUMMARY OF DRAINAGE STRUCTURES

CTL-1 - CTL-4 PROJECT NETWORK CONTROL

22 - 26 GENERAL NOTES

27 - 47 ROADWAY PLAN

48 - 66 ROADWAY PROFILE

67 - 69 INTERSECTION DETAILS

70 - 80 DRAINAGE STRUCTURES

81 SOIL SURVEY

82 - 85 ROADWAY BORING PROFILES

86 MULTI-USE TRAIL BORING PROFILES

87 - 125 CROSS SECTIONS

126 - 130 ASPHALT DRIVEWAY DETAILS

131 - 138 CONCRETE DRIVEWAY DETAILS

139 - 159 UTILITY ADJUSTMENTS

VOLUSIA COUNTY

CONTRACT PLANS

ROADWAY PLANS

ENGINEER OF RECORD:

RASHA R AL OBAYDI

P.E. NO.: 90274

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FLORIDA 32814

CONTRACT NO.: ******

VENDOR NO.: F591791174001

VOLUSIA COUNTY PROJECT MANAGER:

TADD KASBEER, P.E.

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2025-26 Standard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).

Standard Plans for Road Construction and associated Irs are available at the following website:

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY2025-26 Standard Specifications for Road and Bridge Construction are available at the following website:

http://www.fdot.gov/design/standardplans https://www.fdot.gov/programmanagement/Implemented/SpecBooks/default.shtm

ROADWAY PLANS

FINAL SUBMITTAL PLANS

05/27/2026

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DELAND

DAYTONA BEACH

TITUSVILLE

OAK HILL

PORT ORANGE

Beginning of Project

STA. 2000+00.00

Ending of Project

STA. 2095+93.59I-95

RSQ No. 20-SQ-202SR

SIGNING AND PAVEMENT MARKING PLANS

PROJECT NO. 5833

PROJECT LENGTH: 9,593.59 LF (1.817 MI)

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE EDITION OF THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (COMMONLY KNOWN AS the FLORIDA GREENBOOK) IN EFFECT AT THIS DATE AS ADOPTED BY

THE FLORIDA DEPARTMENT OF TRANSPORTATION.

DATE: __________________ NAME: ____________________________________ P.E. NO.: _________________

SIGNALIZATION PLANS

NOTES TO REVIEWER

1. Impacts to existing fences and gates within the right of way at the following locations:

Fence Sta. 2008+14 (Lt) to Sta. 2010+89 (Lt) Sta. 2011+62 (Lt) to Sta. 2014+54 (Lt) Sta. 2057+90 (Lt) to Sta. 2058+10 (Lt) Sta. 2058+30 (Lt) to Sta. 2059+72 (Lt) Sta. 2069+22 (Rt) to Sta. 2069+88 (Rt) Sta. 2070+36 (Rt) to Sta. 2072+41 (Rt) Sta. 2075+58 (Lt) to Sta. 2075+78 (Lt)

Gate Sta. 2015+79 (Lt)

Confirm that impacts requiring relocation or replacement of fencing and gates are included in the cost of right of way acquisition or if items should be added to construction cost as quantified pay items.

2. Existing shed at Sta. 2009+77, 41' (Lt) relocation and its cost to be determined by Volusia County before signing and sealing of plans set.

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DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

NOTES TO REVIEWER

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\GNNTRD_NTR_02.dwgDeana Sweetwood 5/23/2026 9:42:04 AM

1A

PLAN INDEX

PLAN INDEX

THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G16-23.004‚ F.A.C

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DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

SIGNATURE SHEET

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

RY

AN G

. HARRISON

FLORIDA

95997

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

PLAN INDEX

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

RA

SH

A R. AL OBAYD

I

FLORIDA

90274

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FL 32814

CERTIFICATE OF AUTHORIZATION NO: 2648

RASHA R. ALOBAYDI, P.E. 90274

PLAN INDEX

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY RASHA R. AL OBAYDI ON THE DATE

ADJACENT TO THE SEAL

1 KEY SHEET

2 SIGNATURE SHEET

3-4 SUMMARY OF PAY ITEMS

7-12 TYPICAL SECTION

13-19 OVERBUILD DETAILS

22-26 GENERAL NOTES

27-47 ROADWAY PLAN

48-66 ROADWAY PROFILE

67-69 INTERSECTION DETAIL

87-125 CROSS SECTIONS

126-130 ASPHALT DRIVEWAY DETAILS

131-138 CONCRETE DRIVEWAY DETAILS

139-159 UTILITY ADJUSTMENT SHEETS

P ro fessional Surveyor an d

M ap p e r

Lic ense Number

STATE OF

FLORIDA

FR

ANK LOPEZ

LS7001

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FL 32814

CERTIFICATE OF AUTHORIZATION NO: 2648

FRANK LOPEZ, P.S.M. LS7001

2 SIGNATURE SHEET

CTL-1 - CTL-4 PROJECT NETWORK CONTROL

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FL 32814

CERTIFICATE OF AUTHORIZATION NO: 2648

RYAN G. HARRISON, P.E. 95997

2 SIGNATURE SHEET

5-6 DRAINAGE MAP

20-21 SUMMARY OF DRAINAGE STRUCTURES

70-80 DRAINAGE STRUCTURES

ARDAMAN & ASSOCIATES, INC.

8008 S. ORANGE AVE

ORLANDO, FL 32809

COLIN TREVOR JEWSBURY, P.E. 58074

2 SIGNATURE SHEET

81 SOIL SURVEY

82-85 ROADWAY BORING PROFILES

86 MULTI-USE TRAIL BORING PROFILES

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

C O

LI

N

TR

EVOR JEWSBUR

Y

FLORIDA

58074

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\SIGNRD01.dwgDeana Sweetwood 5/23/2026 10:50:08 AM

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY RYAN G. HARRISON ON THE DATE

ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY FRANK LOPEZ ON THE DATE ADJACENT

TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND

SEALED BY ERIC CHRISTOPHER BALOG ON THE DATE

ADJACENT TO THE SEAL

LICENSE LICENSE

LICENSE

SUMMARY OF PAY ITEMS

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\CESSRD01.dwgDeana Sweetwood 5/26/2026 2:03:49 PM

SUMMARY OF PAY ITEMS

ITEM NO. DESCRIPTION UNIT QUANTITY

0430175254 PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, 54"S/CD LF 163

0430518100 STRAIGHT CONCRETE ENDWALLS, 18", SINGLE, 0 DEGREES, ROUND EA 1

0430530102 STRAIGHT CONCRETE ENDWALLS, 30", SINGLE, 0 DEGREES, ELLIPTICAL EA 1

0430536200 STRAIGHT CONCRETE ENDWALLS, 36", DOUBLE, 0 DEGREES, ROUND EA 1

0430548200 STRAIGHT CONCRETE ENDWALLS, 48", DOUBLE, 0 DEGREES, ROUND EA 2

0430982125 MITERED END SECTION, OPTIONAL ROUND, 18" CD EA 14

0430982129 MITERED END SECTION, OPTIONAL ROUND, 24" CD EA 4

0430982138 MITERED END SECTION, OPTIONAL ROUND, 36" CD EA 2

0430982140 MITERED END SECTION, OPTIONAL ROUND, 42" CD EA 2

0430982141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 2

0430982142 MITERED END SECTION, OPTIONAL ROUND, 54" CD EA 2

0430982144 MITERED END SECTION, OPTIONAL ROUND, 66" CD EA 2

0430982145 MITERED END SECTION, OPTIONAL ROUND, 72" CD EA 2

0430982625 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 18" CD EA 1

0430982633 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 30" CD EA 3

0430982638 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 36" CD EA 1

0430982642 MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 54" CD EA 6

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 780

520-2-4 CONCRETE CURB, TYPE D LF 308

520-5-11 TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE LF 420

522-1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 3714

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 2261

524-1-1 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 12

527-2 DETECTABLE WARNINGS SF 387

536-1-1 GUARDRAIL -ROADWAY, GENERAL/LOW SPEED TL-3 LF 418

536-7-3 SPECIAL GUARDRAIL POST- ENCASED POST FOR SHALLOW MOUNT EA 1

536-73 GUARDRAIL REMOVAL LF 1100

536-85-20 GUARDRAIL END TREATMENT - TRAILING ANCHORAGE EA 1

536-85-26 GUARDRAIL END TREATMENT- TYPE CRT EA 1

570-1-2 PERFORMANCE TURF, SOD SY 62319

630-2-11 CONDUIT, F&I, OPEN TRENCH LF 4026

630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 6444

630-2-14 CONDUIT, F&I, ABOVEGROUND LF 30

632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1

632-7-2 SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH & INSTALL LF 200

633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND,2-12 FIBERS LF 317

633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND,49-96 FIBERS LF 10716

633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 24

633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 2

SUMMARY OF PAY ITEMS

ITEM NO. DESCRIPTION UNIT QUANTITY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFIC LS 1

104-10-3 SEDIMENT BARRIER LF 24614

104-12 STAKED TURBIDITY BARRIER - NYLON REINFORCED PVC LF 520

107-1 LITTER REMOVAL (30 CYCLES) AC 604.44

107-2 MOWING (30 CYLCES) AC 388.77

110-1-1 CLEARING & GRUBBING AC 21.48

110-4-10 REMOVAL OF EXISTING CONCRETE SY 1554

120-1 REGULAR EXCAVATION CY 11743.4

120-4 SUBSOIL EXCAVATION CY 307.6

120-6 EMBANKMENT CY 32288.7

160-4 TYPE B STABILIZATION SY 41390

285-704 OPTIONAL BASE, BASE GROUP 4 SY 4032

285-704A OPTIONAL BASE, BASE GROUP 4 (Recycled Concrete Aggregate, LBR 150) SY 6869

285-709 OPTIONAL BASE, BASE GROUP 9 SY 11536

285-709A OPTIONAL BASE, BASE GROUP 9 (Recycled Concrete Aggregate, LBR 150) SY 14494

327-70-1 MILLING EXIST ASPH PAVT. 1" AVG DEPTH SY 4302

327-70-6 MILLING EXIST ASPH PAVT. 1.5" AVG DEPTH SY 11455

334-1-12 SUPERPAVE ASPH CONC, TRAFFIC B TN 571.3

334-1-53 SUPERPAVE ASPH CONC, TRAFFIC C, PG 76-22 TN 4248.3

337-7-83 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC-12.5, PG 76-22 TN 3791.0

339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 17.0

0425 1351 INLETS, CURB, TYPE P-5, <10' EA 1

0425 1521 INLETS, DT BOT, TYPE C,<10' EA 15

0425 1541 INLETS, DT BOT, TYPE D, <10' EA 3

0425 2 41 MANHOLES, P-7, <10' EA 2

0425 2 71 MANHOLES, J-7, <10' EA 1

0430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 924

0430175124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 192

0430175130 PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD LF 110

0430175136 PIPE CULVERT, OPT MATERIAL, ROUND, 36"S/CD LF 144

0430175142 PIPE CULVERT, OPT MATERIAL, ROUND, 42"S/CD LF 47

0430175148 PIPE CULVERT, OPT MATERIAL, ROUND, 48"S/CD LF 100

0430175154 PIPE CULVERT, OPT MATERIAL, ROUND, 54"S/CD LF 31

0430175166 PIPE CULVERT, OPT MATERIAL, ROUND, 66"S/CD LF 23

0430175172 PIPE CULVERT, OPT MATERIAL, ROUND, 72"S/CD LF 52

0430175218 PIPE CULVERT,OPTIONAL MATERIAL,OTHER SHAPE-ELIP/ARCH, 18"S/CD LF 33

0430175230 PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, 30"S/CD LF 321

0430175236 PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, 36"S/CD LF 110

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SUMMARY OF PAY ITEMS (2)

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\CESSRD01.dwg`Deana Sweetwood 5/26/2026 2:03:50 PM

NOTE:

THIS PROJECT HAS THREE SEPARATE COST ESTIMATES. THE QUANTITY VALUES LISTED IN THESE SUMMARY OF PAY ITEMS SHEETS ARE SUMS OF QUANTITIES FROM ALL THREE COST ESTIMATES.

SUMMARY OF PAY ITEMS

ITEM NO. DESCRIPTION UNIT QUANTITY

633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 2

633-3-15 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 2

635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 27

635-2-13 PULL & SPLICE BOX, F&I, 30" X 60" RECTANGULAR OR 39" ROUND COVER SIZE EA 4

635-2-14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 21

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1

639-2-1 ELECTRICAL SERVICE WIRE, F&I LF 125

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2

646-1-11 ALUMINUM SIGNAL POLES, PEDESTAL EA 4

649-21-7 STEEL MAST ARM ASSEBMBLY, F&I, DOUBLE ARM 50' 30' EA 1

649-21-10 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 60' EA 1

650-1-34 VEHICLE TRAFFIC SIGNAL, F&I, POLYCARBONATE, 3 SECTION, 1 WAY AS 5

650-1-36 VEHICLE TRAFFIC SIGNAL, F&I, POLYCARBONATE, 4 SECTION, 1 WAY AS 1

650-1-39 VEHICLE TRAFFIC SIGNAL, F&I, POLYCARBONATE, 5 SECTION CLUSTER, 1 WAY AS 1

653-1-11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY, POLYCARBONATE AS 4

654-2-22 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, AS 2

660-1-109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 2

660-1-110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 1

660-2-102 LOOP ASSEMBLY, F&I, TYPE B AS 2

660-2-106 LOOP ASSEMBLY, F&I, TYPE F AS 3

660-4-51 VEHICLE DETECTION SYSTEM- VIDEO, ADJUST/MODIFY CABINET EQUIPMENT EA 1

660-4-52 VEHICLE DETECTION SYSTEM- VIDEO, ADJUST/MODIFY ABOVE GROUND EQUIPMENT EA 1

663-1-122 SIGNAL PRIORITY AND PREEMPTION SYSTEM, FURNISH AND INSTALL, GPS, DETECTOR EA 1

663-1-123 SIGNAL PRIORITY AND PREEMPTION SYSTEM, FURNISH AND INSTALL, GPS EA 1

665-1-12 PEDESTRIAN DETECTOR, F&I, ACCESSIBLE EA 4

670-5-161 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK, 1 PREEMPTION AS 1

671-2-40 TRAFFIC CONTROLLER , MODIFY EA 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 2

700-1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 51

700-1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 3

700-1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1

700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 59

700-3-501 SIGN PANEL, RELOCATE, UP TO 12 SF EA 12

700-5-22 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, 12 TO 20 SF EA 3

700-141-360 ELECTRONIC DISPLAY SIGN, F&I OVERHEAD MOUNT- AC POWERED, BLANK OUT SIGN, UP TO 12 SF EA 1

700-142-902 ENHANCED HIGHWAY SIGN ASSEMBLY, SOLAR POWERED, REMOVE - GROUND MOUNT EA 2

705-10-1 OBJECT MARKER, TYPE 1 EA 6

705-11-1 DELINEATOR, FLEXIBLE TUBULAR EA 8

SUMMARY OF PAY ITEMS

ITEM NO. DESCRIPTION UNIT QUANTITY

706-1-3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 1043

710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 1101

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 89

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 1166

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.159

711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 4

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 27

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 1191

711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE/6-10 DOTTED EXTENSION LINE, 6" GM 0.029

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 3.999

711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 5.051

715-5-31 LUMINAIRE & BRACKET ARM- ALUMINUM, F&I NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 2

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BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 2000+00.00

CONST. OLD MISSION ROAD

£ CONST. WEST PARK AVE

℄ CONST. TAYLOR ROAD

S-104

S-111

S-110

S-109

S-108 S-107 S-105

S-114

S-115

S-121

S-117

S-123

S-122 S-124

S-125

S-128

S-129

S-93

S-136

S-137

S-138

S-140

S-89

AREA 224918.8933 SQFT

5.16 AC

S-90

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION PURPOSES

THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

PERSONNEL WITH DRAINAGE CONCERNS. THIS PROJECT IS BASED ON THE NAVD '88 DATUM THAT IS APPROXIMATELY 1.18 FEET BELOW THE EQUIVALENT NGVD '29 ELEVATION (I.E. 5.00 NAVD '88 = 6.18 NGVD '29).

TAYLOR

R

OAD

ESLINGER ROAD

℄ CONST. OLD MISSION ROAD

£ CONST. ESLINGER ROAD

BASIN AREA

19.55 AC

BASIN AREA

5.16 AC

BASIN AREA

21.25 AC

BASIN AREA

210.20 AC

BASIN AREA

15.52 AC

BASIN AREA

39.83 AC

OLD MISSION ROAD

BASIN AREA

14.11 AC

RE

D

ROCK

ROAD

OAK LEAF PRESERVE

FUTURE DEVELOPMENT

BY OTHERS

P

OR

TO B

LV

D

SANDALWOOD

FUTURE DEVELOPMENT

BY OTHERS

RESERVE AT WATERFORD LAKES

FUTURE DEVELOPMENT

BY OTHERS

SECTION 44

TOWNSHIP 17 SOUTH

RANGE 33 EAST

S-96

S-97

S-98

S-101 S-103

S-102

S-113S-112

S-106

S-116

M

AS

S E Y R

OAD

S-92

2000 2004

2044 2048

S-118

S-135

S-91

S-126 S-127

S-134

S-133

S-120

S-119

S-139S-141 S-142

S-143

S-150

S-151

S-152

S-153

S-154

S-155

S-156

S-157

S-130 S-137A

M

AT

CH

LI

NE

S

TA

+0

0.

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROADOLD MISSION ROAD RYAN G. HARRISON, P.E. P.E. NO. 95997

DATE:

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

0 100 400

Feet

N

4/2/25

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\drainage\DRMPRD00.dwgDeana Sweetwood 5/23/2026 10:15:18 AM

DRAINAGE MAP (1)

£ CONST. JOSEPHINE STREET

END PROJECT

END CONSTRUCTION

STA. 2095+93.59

℄ CONST. OLD MISSION ROAD

S-94

S-93

S-137

S-138

S-140

S-89

S-145

S-144

S-148

S-131

S-132

S-100

S-99

S-149

S-90

£ CONST. ESLINGER ROAD

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION PURPOSES

THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

PERSONNEL WITH DRAINAGE CONCERNS. THIS PROJECT IS BASED ON THE NAVD '88 DATUM THAT IS APPROXIMATELY 1.18 FEET BELOW THE EQUIVALENT NGVD '29 ELEVATION (I.E. 5.00 NAVD '88 = 6.18 NGVD '29).

BASIN AREA

210.20 AC

OLD MISSION ROAD

BASIN AREA

14.11 AC

OAKWOOD COVE

FUTURE DEVELOPMENT

BY OTHERS

NEW SYMNRA BEACH RV

PARK & CAMPGROUND

SUGAR MILL RUINS

TRAVEL PARK

BISHOPS RV CENTER

SECTION 44

TOWNSHIP 17 SOUTH

RANGE 34 EAST

SECTION 30

TOWNSHIP 17 SOUTH

RANGE 34 EAST

SECTION 44

TOWNSHIP 17 SOUTH

RANGE 33 EAST

S-95

S-92

21002100

S-91

S-130 S-137A

M

AT

CH

LI

NE

S

TA

+0

0.

DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROADOLD MISSION ROAD RYAN G. HARRISON, P.E. P.E. NO. 95997

DATE:

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

0 100 400

Feet

N

4/2/25

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\drainage\DRMPRD00.dwgDeana Sweetwood 5/23/2026 10:16:26 AM

DRAINAGE MAP (2)

R/W VARIES

31' - 66'

R/W VARIES

35' - 50'

R/W VARIES

0' - 24'

SOD

OLD MISSION ROAD

STA. 2000+00.00 TO STA. 2005+25.75

TYPICAL SECTION

OPTIONAL BASE GROUP 9

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

WIDENING

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

0'-20'

WIDENING

8'

SHLDR.

4" 4"

MILLING & RESURFACE**

0'-15'

MEDIAN

PAVT.

11'

TRAVEL

LANE

11'

TRAVEL

LANE

OPTIONAL BASE GROUP 4

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

SHOULDER PAVEMENT

EXIST. DITCH

TO REMAIN

℄ CONST. OLD MISSION ROAD

EXIST. R/W

5' PAVED

SHLDR.

EXIST. FENCE

12"

TYPE B STABILIZATION LBR 40

STANDARD CLEARING & GRUBBING

-0.05

POSTED SPEED = 40 MPH

DESIGN SPEED = 40 MPH

EXIST. PAVEMENT

TO REMAIN

EXIST. GROUND

PROP. R/W

EXIST. GROUND

EXIST. PAVED SHLDR.

VARIES (2' - 5')

*APPARENT R/W

-1 :3 1:3

*APPARENT R/W LOCATION. UNCONFIRMED

BY SURVEY OR COUNTY RECORDS.

**SEE OVERBUILD DETAILS

-1:

5' 5'

MATCH

EXIST.

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

MILLING AND RESURFACING

-0.02-0.02

OFFSET ASPHALT PAVEMENT JOINT IN

ACCORDANCE WITH FDOT STANDARD

SPECIFICATIONS 330 (TYP.)

TYPICAL SECTION (1)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:20 AM

VARIES

VARIES

10'11'

8'

SHLDR.

11'

SHARED

USE

PATH

**0.02

(MAX)

8'

SHLDR.

SOD

R/W VARIES

50' - 113'

R/W VARIES

11' - 76'

-0.020.020.02 -1 :3

STANDARD CLEARING & GRUBBING

SOD

OLD MISSION ROAD

STA. 2005+25.75 TO STA. 2061+00.00

TYPICAL SECTION

4" 4" 4"4"

12"

5' PAVED

SHLDR.

℄ CONST. OLD MISSION ROAD

2' FLAT

5' PAVED

SHLDR.

PGP SAWCUT

STANDARD

CLEARING &

GRUBBING

1:3

POSTED SPEED = 35-40 MPH

DESIGN SPEED = 40 MPH

*APPARENT R/W

℄ EXIST. ROADWAY

EXIST. GROUND

TYPE B STABILIZATION LBR 40

EXIST. PAVEMENT

TO REMAIN

EXIST. DITCH

TO REMAIN

MILL &

RESURFACE

SOD

EXIST. GROUND

-1:4

2'

EXIST. PAVT. AND BASE

TO BE REMOVED, FILLED

W/CLEAN SAND EMBANKMENT

AND SODDED

EXIST. PAVT. AND BASE COURSE

TO BE REMOVED, FILLED

W/EMBANKMENT AND SODDED

10'

SHARED

USE

PATH

0.02

(MAX)

4"4"

12"

OPTIONAL BASE GROUP 4

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC B) (1.5")

SHARED USE PATH PAVEMENT

SOD SOD

2' FLAT2' FLAT

TYPE B STABILIZATION LBR 40

*APPARENT R/W LOCATION. UNCONFIRMED

BY SURVEY OR COUNTY RECORDS.

**SEE OVERBUILD DETAILS

STA. 2024+13.26 TO STA. 2027+27.24

EXIST. R/WPROP. R/W

R/W VARIES

0' - 91'

0.02

OPTIONAL BASE GROUP 9

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

TRAVEL LANES

STA. 2005+25.75 TO STA. 2032+00.00

OPTIONAL BASE GROUP 9 (RECYCLED CONCRETE AGGREGATE, LBR 150 ONLY)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

TRAVEL LANES

STA. 2032+00.00 TO STA. 2061+00.00

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC B) (1")

SHARED USE PATH PAVEMENT

STA. 2006+61.54 TO STA. 2024+13.26

STA. 2027+27.24 TO STA. 2050+27.10

OPTIONAL BASE GROUP 4

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

SHOULDER PAVEMENT

STA. 2005+25.75 TO STA. 2032+00.00

SHOULDER PAVEMENT

STA. 2032+00.00 TO STA. 2061+00.00

OPTIONAL BASE GROUP 4 (RECYCLED CONCRETE AGGREGATE, LBR 150 ONLY)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

TYPICAL SECTION (2)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:21 AM

STA. 2061+00.00 TO STA. 2095+93.59

TYPICAL SECTION

POSTED SPEED = 35-40 MPH

DESIGN SPEED = 40 MPH

℄ CONST. OLD MISSION ROAD

EXIST. GROUND

EXIST. DITCH

℄ EXIST. ROADWAY

R/W VARIES

21' - 41'

EXIST. R/W

EXIST. GROUND

SOD

MILLING &

RESURFACING**8'

SHLDR.

4"

11'

TRAVEL

LANE

5' PAVED

SHLDR.

TYPE B STABILIZATION LBR 40

0'-2' WIDENING

12"12"

SOD

8'

SHLDR.

4" 4"

11'

TRAVEL

LANE

5' PAVED

SHLDR.

0'-2' WIDENING

R/W VARIES

38' - 55'

R/W VARIES

24' - 78'

-0.02-0.05 -1 :3

-1 :3

-0.02 -0.05

4"

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

MILLING AND RESURFACING

-1:2

-0.02

(MAX)

**SEE OVERBUILD DETAILS

1:

VARIES

LINE OF DEDICATION

BY OTHERS

EXIST. R/W

5'

*4" CONC. SWK.

2' (-0.02)

TYPE B STABILIZATION LBR 40

11"

5.5"

4"

ASPHALT BASE MATERIAL

STRUCTURAL COURSE

FRICTION COURSE

COST OF ASPHALT CURB PAD AND

ADDITIONAL CURB THICKNESS IS

INCLUDED IN THE COST OF CURB

AND GUTTER

RIGHT TURN LANE CURB & GUTTER DETAIL

2'

5" 3'

2' MIN.4"

-0.03

1:2

TYPE B STABILIZATION

LBR 40

2" MISC. ASPH. (-1:10)

TYPE F CURB & GUTTER

TL-2 GUARDRAIL

STA. 2075+71.26 TO STA. 2077+91.26

TYPE B STABILIZATION LBR 40

ASPHALT BASE CURB PAD DETAIL

*PROP. 4" CONC. SWK. BEGINS

AT STA. 2050+44.34

STD. CLEARING & GRUBBING STANDARD CLEARING & GRUBBING

TRAVEL

LANE

0' - 11'

OPTIONAL BASE GROUP 9 (RECYCLED CONCRETE AGGREGATE, LBR 150)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

WIDENING

SHOULDER PAVEMENT

OPTIONAL BASE GROUP 4 (RECYCLED CONCRETE AGGREGATE, LBR 150)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

OFFSET ASPHALT PAVEMENT JOINT IN

ACCORDANCE WITH FDOT STANDARD

SPECIFICATIONS 330 (TYP.)

EXIST. PAVT.

TO REMAIN

OFFSET ASPHALT PAVEMENT JOINT IN

ACCORDANCE WITH FDOT STANDARD

SPECIFICATIONS 330 (TYP.)

TYPICAL SECTION (3)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:22 AM

WEST PARK AVENUE

STA. 12+59.73 TO STA. 11+94.62

TYPICAL SECTION

£ CONST. WEST PARK AVENUE

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

MILLING AND RESURFACING

OPTIONAL BASE GROUP 9

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

RECONSTRUCTION

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

OPTIONAL BASE GROUP 4

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

SHOULDER PAVEMENT

-0.05-0.02

42'

MILLING & RESURFACING

13.5'

TRAVEL

LANE

*APPARENT R/W

STANDARD CLEARING & GRUBBING

4"

PAVED SHLDR.

VARIES (2' - 5')

4"

SHLDR.

VARIES (3' - 6')

12'

TRAVEL

LANE

12'

TRAVEL

LANE

TIITF PROPERTY LINE TIITF PROPERTY LINE

RECONSTRUCTION

R/W VARIES

101' - 132'

8'

ESMT. LINE

R/W VARIES

18' - 49'

MATCH

EXIST.

MATCH

EXIST.

MATCH

EXIST.

SOD

EXIST. FENCE

12"

TYPE B STABILIZATION LBR 40

EXIST. PAVEMENT

TO REMAIN

EXIST. GUARDRAIL

TO REMAINEXIST. PAVEMENT

TO BE REMOVED

OFFSET ASPHALT PAVEMENT JOINT IN

ACCORDANCE WITH FDOT STANDARD

SPECIFICATIONS 330 (TYP.)

TYPICAL SECTION (4)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:22 AM

R/W VARIES

28' - 82'

ESLINGER ROAD

STA. 30+69.00 TO STA. 34+00.50

TYPICAL SECTION

-0.02-0.06 -0.02 -0.06

R/W VARIES

0' - 23'

12"

£ CONST. ESLINGER ROAD

2' PAVED

SHLDR.

EXIST. PAVEMENT

TO BE REMOVED

3' SHLDR.

2' PAVED

SHLDR.

3' SHLDR.

TYPE B STABILIZATION LBR 40

PGP

-1:

SOD

EXIST. GROUND

POSTED SPEED = 25 MPH

DESIGN SPEED = 25 MPH

EXIST. GROUND

PROP. R/WEXIST.

R/WEXIST. R/W

VOLUSIA COUNTY ESMT.

15'10' 43'

EXIST.

R/W

TO

R

E M

AI

N

SOD

12'

TRAVEL

LANE

12'

TRAVEL

LANE

-1:4

EXIST. PAVEMENT

TO BE REMOVED

NOTE:

ANY EXIST. PAVEMENT BEING REMOVED SHALL

BE FILLED W/EMBANKMENT AND SODDED

FUTURE 5' CONC. SWK.

TO BE CONSTRUCTED BY OTHERS

SOD

E xi st

F en ce

STANDARD CLEARING & GRUBBING

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

MILLING AND RESURFACING

STA. 30+69.00 TO STA. 31+60.00

OPTIONAL BASE GROUP 9

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

TRAVEL LANES

STA. 31+60.00 TO STA. 34+00.50

SHOULDER PAVEMENT

STA. 30+69.00 TO STA. 34+00.50

OPTIONAL BASE GROUP 4

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

TYPICAL SECTION (5)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:23 AM

STANDARD CLEARING & GRUBBING

TIITF

PROPERTY LINE

R/W VARIES

76' - 118'

ESMT. LINE

TYPE D CURB

£ CONST. TRAIL CROSSING

6' 6'4'

SOD

2'2'

6" CONC.6" CONC.

R/W VARIES

17' RT - 55' LT

CENTRAL FLORIDA RAIL TRAIL

STA. 0+01.88 TO STA. 1+20.08

TYPICAL SECTION

STA. 3+39.44 TO STA. 4+13.00

TRAVEL LANES

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC B) (1.5")

OPTIONAL BASE GROUP 4

CENTRAL FLORIDA RAIL TRAIL

STA. 1+20.08 TO STA. 1+92.50

TYPICAL SECTION

STA. 2+69.68 TO STA. 3+39.44

SODSOD

-0.02 0.02 -1:

ESMT. LINE

£ CONST. TRAIL CROSSING

3'-8' 8'-9' 2'2'

R/W VARIES

17' RT - 55' LT

SOD

12"

TYPE B STABILIZATION LBR 40

4"4"

1:30

EXIST. PAVEMENT

TO BE REMOVED

-0.02 -1:

4 1:30

EXIST. PAVEMENT

TO BE REMOVED

STANDARD CLEARING & GRUBBING

TIITF

PROPERTY LINE

R/W VARIES

76' - 118'

SOD

0.02

TYPICAL SECTION (6)

TH

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.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:22:23 AM

OVERBUILD AND RESURFACING DETAIL

STA. 2000+00.00 TO STA. 2006+00.62

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 67-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

℄ CONST. OLD MISSION ROAD

SB TRAVEL LANE NB TRAVEL LANE

B

TYPE SP (TRAFFIC C) OVERBUILD

EXISTING BASE

1.5 "MILLED SURFACE

1.5" FC 12-5 (TRAFFIC C)

EXISTING ASPHALT SURFACE

MILLING & RESURFACING WITH OVERBUILD

A C

OVERBUILD DETAILS (1)

OLD MISSION ROAD

TH

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3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:45 AM

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

℄ CONST. OLD MISSION ROAD

SB TRAVEL LANE NB TRAVEL LANE

TYPE SP (TRAFFIC C) OVERBUILD

EXISTING BASE

1.5 "MILLED SURFACEEXISTING ASPHALT SURFACE

MILLING & RESURFACING WITH OVERBUILD

A B

C

1.5" FC 12-5 (TRAFFIC C)

STA. 2092+00.00 TO STA. 2095+00.00

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2.0") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

STA. 2061+00.00 TO STA. 2092+00.00

OVERBUILD DETAILS (2)

OLD MISSION ROAD

SOUTHBOUND

TH

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3.

4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:45 AM

OVERBUILD DETAILS (3)

SOUTHBOUND

TH

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.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:45 AM

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.5") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

℄ CONST. OLD MISSION ROAD

SB TRAVEL LANE NB TRAVEL LANE

TYPE SP (TRAFFIC C) OVERBUILD

EXISTING BASE

1.5 "MILLED SURFACEEXISTING ASPHALT SURFACE

MILLING & RESURFACING WITH OVERBUILD

A B

C

1.5" FC 12-5 (TRAFFIC C)

STA. 2092+00.00 TO STA. 2095+00.00

MILL EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

OVERBUILD TYPE SP STRUCTURAL COURSE (TRAFFIC C) (THICKNESS VARIES)

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2.0") (PG 76-22)

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") (PG 76-22)

STA. 2061+00.00 TO STA. 2092+00.00

OVERBUILD DETAILS (4)

OLD MISSION ROAD

NORTHBOUND

TH

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4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:46 AM

OVERBUILD DETAILS (5)

NORTHBOUND

TH

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3.

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.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:46 AM

MULTI-USE TRAIL

STA. 2006+61.29 TO STA. 2050+25.73

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

OVERBUILD TYPE FC 12.5 STRUCTURAL COURSE (TRAFFIC B) (THICKNESS VARIES)

B

TYPE SP (TRAFFIC B) OVERBUILD

EXISTING BASE

1 "MILLED SURFACE

EXISTING ASPHALT SURFACE

A

MILLING & RESURFACING WITH OVERBUILD

OVERBUILD DETAILS (6)

SHARED USE PATH

TH

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.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:47 AM

OVERBUILD DETAILS (7)

SHARED USE PATH

TH

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F F

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OR

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F T

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S H E E T

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4, F

.A .C

DATE VOLUSIA COUNTY

PUBLIC WORKS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

RASHA AL OBAYDI, P.E. P.E. NO. 90274

DATE:

ROAD

OLD MISSION ROAD

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\roadway\TYPSRD01.dwgDeana Sweetwood 5/23/2026 10:24:47 AM

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROADOLD MISSION ROAD RYAN G. HARRISON, P.E. P.E. NO. 95997

DATE:

TH

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.A .C

SUMMARY OF DRAINAGE

STRUCTURES

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\drainage\SUMDR01.dwgDeana Sweetwood 5/23/2026 10:21:56 AM

DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROADOLD MISSION ROAD RYAN G. HARRISON, P.E. P.E. NO. 95997

DATE:

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.A .C

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROADOLD MISSION ROAD RYAN G. HARRISON, P.E. P.E. NO. 95997

DATE:

TH

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.A .C

SUMMARY OF DRAINAGE

STRUCTURES

C:\Users\DSweetwood\DC\ACCDocs\DRMP-CEI\20-0651.000 Volusia Co-Old Mission Road\Project Files\_CADD\drainage\SUMDR01.dwgDeana Sweetwood 5/23/2026 10:22:00 AM

= TANGENT

= STATION NUMBER

= STATE ROAD

= NAIL & DISK

PC = POINT OF CURVE

PCC = POINT OF COMPOUND CURVE

PI = POINT OF INTERSECTION

POC = POINT ON CURVE

POT = POINT ON TANGENT

PT = POINT OF TANGENCY

R = RADIUS

T

STA.

S.R.

¡ = CENTERLINE

C.M. = CONCRETE MONUMENT

¬ = CURVE DELTA ANGLE

FND. = FOUND

I.P. = IRON PIPE

= IRON ROD AND CAP

L = LENGTH OF CURVE

LB = LICENSED BUSINESS

LT. = LEFT

NO. = NUMBER

GENERAL NOTES

LEGEND

= HORIZONTAL AND VERTICAL CONTROL

NLD

I.R.C.

RGE. = RANGE

SEC. = SECTION

TWP. = TOWNSHIP

= VERTICAL CONTROL

12000 200 400 800

Scale: 1" = 400'

1. THE BEARING AND COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE

COORDINATE SYSTEM, FLORIDA SYSTEM, FLORIDA EAST ZONE 901, NORTH AMERICAN DATUM

OF 1983, 2011 ADJUSTMENT, AS ESTABLISHED FROM FLORIDA PERMANENT REFERENCE

NETWORK POINTS "DELAND" (DLND), "ORMOND BEACH" (ORMD), "SANFORD" (SNFD), AND

"TITUSVILLE" (TTVL), DERIVING A BEARING OF N13°34'14"W ALONG THE BASELINE OF

SURVEY OF OLD MISSION ROAD BETWEEN PI STATION 2014+11.39 AND PC STATION

2036+22.66.

2. THE CURVE DATA (TANGENT AND LENGTH) AND THE BASELINE OF SURVEY STATIONING

HAS BEEN CALCULATED BASED ON THE CENTRAL ANGLE OF THE CURVES EXPRESSED TO

ONE- TENTH OF A SECOND (00.0"), AS DERIVED FROM THE COORDINATE VALUES FOR THE

POINT OF INTERSECTION (P.I.) OF SAID CURVES. THE CENTRAL ANGLES OF THE CURVES

AND ALL BEARINGS SHOWN HEREON HAVE BEEN ROUNDED TO THE NEAREST SECOND (00").

3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD1988), BASED ON THE FOLLOWING BENCHMARK:

NGS DESIGNATION: M 212

DESCRIPTION: BRASS DISK ON TOP OF CONCRETE WALL STAMPED "U.S. COAST &

GEODETIC SURVEY BENCHMARK / M 212 1963"

PUBLISHED ELEVATION = 6.31 FEET

4. ATTENTION IS DIRECTED TO THE FACT THAT THESE MAPS MAY HAVE BEEN ALTERED IN

SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

5. THE CENTERLINE OF OLD MISSION ROAD DEPICTED HEREON HAS NOT BEEN FIELD STAKED OR

MONUMENTED.

6. SYMBOLS SHOWN ARE NOT TO SCALE.

7. THIS IS NOT A BOUNDARY SURVEY.

8. PROJECT UNITS ARE IN U.S. SURVEY FEET.

NOTE� ALL STATION AND OFFSETS SHOWN ARE BASED UPON THE ¡ OF CONSTRUCTION OLD MISSION ROAD SEE PRO-ECT NETWORK CONTROL SHEET CTL�4 FOR HORIZONTAL AND VERTICAL CONTROL TABULATION

1990 1995 2000 2005 2010 2015 2020

C8

¬ = 13° 25' 44" (LT)

T = 529.78' L = 1,054.71' R = 4,500.00'

P.I. STA. 2005+29.78

D = 01° 16' 24"

PCC STA. 2000+00.00

PT STA. 2010+54.71

Curve C9

¬ = 03° 15' 31" (LT)

T = 158.05'

R = 5,556.38'

P.I. STA. 1998+42.03

D = 01° 01' 52"

PRC STA. 1996+83.98

PCC STA. 2000+00.00

L = 316.02'

Curve C8

¬ = 27° 56' 25" (RT)

T = 323.41'

R = 1,300.00'

P.I. STA. 1993+73.44

D = 04° 24' 27"

PC STA. 1990+50.04

PRC STA. 1996+83.98

L = 633.94'

AGPS1

AGPS2

BTRAV1

BTRAV2

BTRAV3

PC

C S

TA

.2

0+

.0

N13°34'14"W

C9

BEGIN SURVEY

¡ CONSTRUCTION

OLD MISSION RD

POT STA. 1990+00.00

PC

S

TA

.1

0+

.0

PR

C S

TA

.1

6+

.9

PI

S

TA

.1

8+

.0

PI

S

TA

.2

5+

.7

PT

S

TA

.2

.7

PI

S

TA

.2 .3

N

.3

E

5.

PI

S

TA

.1

.4

N

.8

E

.6

N

.5

E

6.

N

.1

E

6.

N

.2

E

8.

N

.9

E

5.

N

.7

E

.5

N

.6

E

.9

N = 1687256.6693 E = 674605.4659

C10

Curve C10

W

ES

T

PA

R K A

V E

M A

SS

EY

R

D

S

TA

YL

O R

R D

N23°58'55"W

N12°43'45"W

℄ CONSTRUCTION

OLD MISSION RD

SECTIONS 37 & 38� TOWNSHIP 18 SOUTH� RANGE 34 EAST

AND SECTION 53� TOWNSHIP 17 SOUTH� RANGE 34 EAST

M A

TC

H L

IN

E

SE

E

SH

EE

T C

TL

�2

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

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C

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E D

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N D S

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AL

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N D E R R

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J-

.0

F .A .C

PRC = POINT OF REVERSE CURVE

DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

OLD MISSION ROAD

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

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IC

F

IL

E D

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IT

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AL

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J-

.0

F .A .C

PROJECT NETWORK

CONTROL CTL-1

FRANK LOPEZ, PSM

FLORIDA LICENSE NO. LS7001

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FLORIDA 32814

CERTIFICATE OF AUTHORIZATION LB2648

5 203

BTRAV4

BTRAV5

BTRAV6

BTRAV7

BTRAV8

AGPS4

AGPS3

CTRAV1

CTRAV2

CTRAV3

N13° 34'1

4"W

PC

S

TA

.2

6+

.6

N

.1

E

1.

C11

Curve C12

PI STA.2056+74.65

¬ = 24° 29' 19" (RT)

D = 4° 14' 39" T = 292.97' L = 577.00' R = 1,350.00'

PC STA.2053+81.68

PT STA.2059+58.68

Curve C13

PI STA.2070+84.46

¬ = 7° 54' 21" (LT)

D = 2° 05' 14" T = 189.68' L = 378.76' R = 2,745.00'

PC STA.2068+94.78

PT STA.2072+73.54

Curve C11

PI STA.2043+77.28

¬ = 21° 22' 02" (RT)

D = 1° 25' 57" T = 754.62' L = 1,491.71' R = 4,000.00'

PC STA.2036+22.66

PT STA.2051+14.36

C122040 2045 2050 2055

PT

S

TA

.2

.3

PC

S

TA

.2

.6

PT

S

TA

.2

9+

.6

8 PC

S

TA

.2

8+

.7

PI

S

TA

.2

3+

.2

PI

S

TA

.2

6+

.6

PI

S

TA

.2

0+

.4

C13

N

.7

E

4.

N

.3

E

.4

N

.2

E

.6

N

.4

E

2.

N

.1

E

8.

N

.5

E

8.

N

.8

E

0.

ESLINGER RD

RE

D

RO

CK

R D

PO

RT

O B

LV

D

N07°47'47"E

N32°17'06"E

℄ CONSTRUCTION

OLD MISSION RD

12000 200 400 800

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DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

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FRANK LOPEZ, PSM

FLORIDA LICENSE NO. LS7001

DRMP, INC.

941 LAKE BALDWIN LANE

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℄ CONSTRUCTION

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C16

DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

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FRANK LOPEZ, PSM

FLORIDA LICENSE NO. LS7001

DRMP, INC.

941 LAKE BALDWIN LANE

PROJECT NETWORK

CONTROL

HORIZONTAL AND VERTICAL CONTROL

CTL-4

SEE PROJECT NETWORK CONTROL SHEET CTL-1 FOR PNC GENERAL NOTES AND LEGEND

DATE VOLUSIA COUNTY

PUBLIC WORKS

ROADDRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FL 32814

P 407.896.0594 F 407.896.4836

CERTIFICATE OF AUTHORIZATION NO. 2648

SCIENTISTSENGINEERSSURVEYORSPLANNERS

SHEET

NO.

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FRANK LOPEZ, PSM

FLORIDA LICENSE NO. LS7001

DRMP, INC.

941 LAKE BALDWIN LANE

GENERAL NOTES

11. THE COUNTY ENGINEER AND/OR HIS/HER REPRESENTATIVES AND INSPECTORS OF OTHER APPLICABLE GOVERNMENT AGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK SITE WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND SIGNING FOR SAID INSPECTIONS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING AND MAINTENANCE WITHIN THE PROJECT LIMITS OF ALL RIGHT-OF-WAYS AND COUNTY-OWNED LANDS INCLUDING RETENTION AND DETENTION FACILITIES UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE COUNTY. ALL DISTURBED AREAS SHALL BE SODDED AS

SOON AS PRACTICAL.

13. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE COUNTY FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL CONTRACTOR’S SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

14. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS ON PUBLIC ROADS BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR ANY DAMAGE THAT MAY RESULT FROM THE MOVING OF MATERIALS AND

EQUIPMENT.

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF

SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

16. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

MANUFACTURER(S).

17. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC, QUASI-PUBLIC OR OTHER

AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR

PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT THE ENVIRONMENT. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY

REGULATIONS. SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THEIR MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED

BY THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY FENCING, LANDSCAPING, DECORATIVE FEATURES, UTILITY SERVICES, AND IRRIGATION COMPONENTS IMPACTED DURING CONSTRUCTION TO AN EQUAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE COUNTY OR PROPERTY OWNERS.

20. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE COUNTY, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF THE PROJECT SITE AND SHALL BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON-EXECUTION OF THE WORK.

THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY CAUSE BEFORE FINAL ACCEPTANCE AND SHALL BEAR THE

EXPENSES THEREOF.

21. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES AND LENGTHS OF MATERIALS SHOWN ON THE PLANS. ANY DISCREPANCY BETWEEN MATERIAL CALLOUTS AND WHAT IS SHOWN IN THE PLANS IS TO BE BROUGHT TO THE COUNTY’S ATTENTION BY THE CONTRACTOR PRIOR TO BIDDING. IT IS THE COUNTY’S INTENTION TO CONSTRUCT WHAT IS SHOWN ON THE PLANS REGARDLESS OF QUANTITIES LISTED

IN THE BID/CONSTRUCTION DOCUMENTS.