44422225801_PLANS_01_ROADWAY_feb_2024_.pdf

BEGIN STA. 9+91.50 - END STA. 28+01.21

NONE

NONE

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

https://tinyurl.com/3ecf8azmPROJECT LOCATION URL:

LOCATION OF PROJECT

AND SIGNALIZATION PLANS)

ROADWAY PLANS (INCLUDES SIGNING AND PAVEMENT MARKING

(FEDERAL FUNDS)

F

LO

R

ID

A 'S

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

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S T

H E

E L

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T R

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F I L

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A L

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S I G

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.0

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/2

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:5

A M

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

M S im o n e a u x

FINANCIAL PROJECT ID 444222-2-58-01

ESCAMBIA COUNTY (48013)

INDEX OF ROADWAY PLANS

LANIER DRIVE

BEE LINE

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

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROADWAY PLANS

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

N/A

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

(850) 372-4126

JIMMY SMITH, P.E.

FDOT PROJECT MANAGER:

ENGINEER OF RECORD:

ROADWAY PLANS

Q

F D

O T

\2 \4

\R o a d w a y \K

E Y

S R

D .d g n

201 S ORANGE AVE, SUITE 1300

ORLANDO, FL 32801

CONTRACT NO.: CA843

CHRISTOPHER RYAN WENCE, P.E.

P.E. LICENSE NUMBER 77587

COMPREHENSIVE ENGINEERING SERVICES, INC.

VENDOR NO.: F593472222001

FROM TONI STREET TO SR 742 (CREIGHTON ROAD)

PHONE: (407) 423-1600, EXT. 242

EMAIL: CWENCE@CESCIVIL.COM

SIGNALIZATION PLAN19

SIGNING AND PAVEMENT MARKING PLAN17 - 18

UTILITY ADJUSTMENTS15 - 16

TEMPORARY TRAFFIC CONTROL PLAN14

DRIVEWAY PROFILES13

ROADWAY PLAN 9 - 12

GENERAL NOTES 8

PROJECT CONTROL7

MODEL MANAGEMENT6

TYPICAL SECTIONS4 - 5

SIGNATURE SHEET2 - 3

KEY SHEET1

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

444222-2-58-01

ESCAMBIA

DRIVE

LANIER

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

ENGINEER OF RECORD

SIGNATURE SHEET

SIGNATURESHEETS : Q:\FDOT\2000837\44422225201\Roadway\SIGNRD01.dgn

10:04:52 AM2/9/2024MSimoneaux

STATE OF

No 77587

ESNECIL

E C

NE

W

NAYR REHPOTSI

R H

C

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

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

LICENSE NO. 77587

CHRISTOPHER RYAN WENCE, P.E.

ORLANDO, FL 32801-3442

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENGINEERING SERVICES, INC.

SHEET NO. SHEET DESCRIPTION

SIGNALIZATION PLAN19

SIGNING AND PAVEMENT MARKING PLAN17 - 18

UTILITY ADJUSTMENTS15 - 16

TEMPORARY TRAFFIC CONTROL PLAN14

DRIVEWAY PROFILES13

ROADWAY PLAN 9 - 12

GENERAL NOTES 8

PROJECT CONTROL7

MODEL MANAGEMENT6

TYPICAL SECTIONS4 - 5

SIGNATURE SHEET2 - 3

KEY SHEET1

BIM FILES IDENTIFIED AS PLANS TO SUPPORT EARTHWORK

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DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

SIGNATURE SHEET

SIGNATURESHEETS -1 : Q:\FDOT\2000837\44422225201\Roadway\SIGNRD01.dgn

10:04:54 AM2/9/2024MSimoneaux

BIM FILES IDENTIFIED AS PLANS TO SUPPORT EARTHWORK

FILE NAME FILE DESCRIPTION SHA256 Encryption Code

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DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

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:0

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A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

E E

T I

S T

H E

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T R

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F

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IT

A

L L

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A N

D S

E A

L E

D U

N D

E R

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-2

.0

F

.A .C

ENGINEER OF RECORD

TYPICAL SECTIONS

R/W LINE R/W LINER/W VARIES (33' - 66')

£ SURVEY LANIER DRIVE

0.5' (TYP.)

5'

(FLAT)

1' SOD

CONCRETE SIDEWALK

SOD (1:6 MAX.)

+0.02 (MAX.)

VARIES (21' - 30') VARIES (12' - 36')

(2' MIN.)

SETBACK

TRAVEL LANE

11'±

NATURAL GROUND NATURAL GROUND

STA. 9+91.50 TO STA. 22+95.63

LANIER DRIVE

TYPICAL SECTION NO. 1

& GRUBBING

STANDARD CLEARING CONSTRUCTION

LIMITS OFLIMITS OF CONSTRUCTION

TRAVEL LANE

11'±

TRAFFIC DATA

DESIGN SPEED = 40 MPH

DESIGN HOUR T = 4.1%

K = 9% D = 56% T = 8.2% (24 HOUR)

ESTIMATED DESIGN YEAR = 2045 AADT = 6500

ESTIMATED OPENING YEAR = 2025 AADT = 4400

CURRENT YEAR = 2023 AADT = 4200

-0.02 (MAX.)

1:

41:4

5'

R/W LINE

2'

SOD

(FLAT)

1' SOD

NATURAL GROUND

CONCRETE SIDEWALK

MATCH EXIST.

FOR STA./EL.

SEE DPI ON PLANS

STA. 10+52.27 TO STA. 11+17.50

MATCH EXIST.

MATCH EXIST.

MATCH EXIST.

& GRUBBING

STANDARD CLEARING

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2

\4

\R o a d w a y

\T Y

P S

R D

.d g n

:0

:5

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

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T R

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IC

F

IL

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D

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IT

A

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IG

N

E D

A N

D S

E A

L E

D U

N D

E R

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L E

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-2

.0

F

.A .C

ENGINEER OF RECORD

TYPICAL SECTIONS

R/W LINE R/W LINER/W 66'

£ SURVEY LANIER DRIVE

SOD (1:6 MAX.)

CONCRETE SIDEWALK

+0.02 (MAX.)

VARIES (22' - 30') VARIES (36' - 44')

TRAVEL LANE

11'±

NATURAL GROUND

NATURAL GROUND

STA. 20+44.70 TO STA. 28+01.21

LANIER DRIVE

TYPICAL SECTION NO. 2

TRAFFIC DATA

DESIGN SPEED = 40 MPH

DESIGN HOUR T = 4.1%

K = 9% D = 56% T = 8.2% (24 HOUR)

ESTIMATED DESIGN YEAR = 2045 AADT = 6500

ESTIMATED OPENING YEAR = 2025 AADT = 4400

CURRENT YEAR = 2023 AADT = 4200

1' SOD (FLAT) 5'

(5' MIN.)

SETBACK

& GRUBBING

STANDARD CLEARING

LIMITS OF CONSTRUCTION

CONSTRUCTION

LIMITS OF

TRAVEL LANE

11'±

MATCH EXIST.

MATCH EXIST.

G A S

S D

S D

S D

S A

N

U

U

W A T E R

S D

S D

W A T E R

U

S A

N

S A

N

S A

N

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S D

U

W A T E R

U

W A T E R

U

U

S A

N

W A T E R

S A

N

W A T E R

S D

U

25+74.00= PT STA.

23+16.34= PC STA.

5,216.07= R

257.66= L

128.86= T

01°05'54"= D

(LT)02°49'49"= ¬

24+45.19= PI STA.

CURVE DATA

16+84.12= PT STA.

13+84.13= PC STA.

11,489.24= R

299.98= L

150.00= T

00°29'55"= D

(RT)01°29'46"= ¬

15+34.13= PI STA.

CURVE DATA

28+31.68= PT STA.

25+74.00= PC STA.

7,201.88= R

257.69= L

128.86= T

00°47'44"= D

(RT)02°03'00"= ¬

27+02.85= PI STA.

CURVE DATA

Feet

0 50

N

£ SURVEY LANIER DRIVE

MODLRD02_LA

MODLRD_ExistingFeatures01

£ SURVEY LANIER DRIVE

STA. 9+91.50 TO STA. 28+01.21

9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

.1

S

T A

P C

.1

S

T A

P T

.3

S

T A

P C

.0

S

T A

P R

C

.6

S

T A

P T

.1

P I

S

T A

.8

P I

S

T

.1

P I

S

T A

N02°16'22"E N03°46'07"E N02°59'19"E 10 15 20 2510 20

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2

\4

\R o a d w a y

\P L

A Y

R D

.d g n

:0

:5

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

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ENGINEER OF RECORD

MODEL MANAGEMENT

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2

\4

\S u r v e y

\C T

L S

R D

.d g n

:0

:5

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

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IA

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O R

D O

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ENGINEER OF RECORD

PROJECT CONTROL

¡ REFERENCE POINTS

¡ STATION NORTHING (Y) EASTING (X) SCALE FACTOR

LEGEND 10+15.99 BOS 552004.4854 1116505.6281 0.999964241

13+84.13 PC 552372.3357 1116520.2269 0.999964340

16+84.12 PT 552671.8933 1116536.0346 0.999964421

□ = Found 6x6 conrete monument 23+16.34 PC 553302.7453 1116577.5893 0.999964593

25+74.00 PRC 553560.1620 1116588.1692 0.999964663

○ = Found mag nail with FDOT washer 28+31.68 PT 553817.6822 1116596.9975 0.999964734

30+00.00 EOS 553985.7714 1116605.7728 0.999964780

▲ = Set 5/8" rebar with orange FDOT reference cap

� = Found 5/8" rebar with orange FDOT cap

HORIZONTAL AND VERTICAL CONTROL

1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD 1983/2011 HORIZONTAL DATUM.

2. BENCHMARK ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

HORIZONTAL CONTROL.

3. INFORMATION FOR BENCHMARKS IS SHOWN TO THE NEAREST FOOT FOR COORDINATES & THE TENTH OF A SECOND FOR LATITUDE / LONGITUDE AND IS TO BE USED FOR RECON PURPOSES ONLY, SHOULD NOT BE USED FOR

STAMPING ID ¡ STATION OFFSET ELEVATION (Z) DESCRIPTION NORTHING (Y) EASTING (X) LATITUDE LONGITUDE SCALE FACTOR DA3 10+52.46 18.58' 94.82 5/8" IRON ROD WITH CAP STAMPED "FDOT CONTROL" 552040.1838 1116525.6378 30° 29' 24.55465" 87° 12' 18.47642" 0.999964251

DA2 19+62.70 -16.54' 93.96 5/8" IRON ROD WITH CAP STAMPED "FDOT CONTROL" 552950.9643 1116537.8457 30° 29' 33.57006" 87° 12' 18.58389" 0.999964497

DA1 29+34.08 26.89' 95.95 5/8" IRON ROD WITH CAP STAMPED "FDOT CONTROL" 553918.5407 1116629.1907 30° 29' 43.16607" 87° 12' 17.80248" 0.999964761

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \G

N N

T R

D .d g n

:0

:5

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

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IA

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F

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ENGINEER OF RECORD

GENERAL NOTES

GENERAL NOTES

COST OF NO. 57 STONE SHALL BE INCLUDED IN THE COST OF CONCRETE SIDEWALK.

TO REDUCE THE POSSIBILITY OF TREE ROOT INTRUSION INTO THE SIDEWALK, INSTALL 2" LAYER OF NO. 57 STONE AT LOCATIONS SHOWN BELOW. 6.

CONCRETE SIDEWALK SHALL BE 4" THICK UNLESS OTHERWISE SHOWN ON PLANS.5.

EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.4.

UTILITY/AGENCY OWNERS:3.

APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VV, VH, AND VVH) ARE BASED ON 2.

CERTIFICATE OF AUTHORIZATION: LB 2108

1130 HIGHWAY 90 CHIPLEY, FL 32428

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION

P.S.M. NO.: 5624

THOMAS K. MEAD, P.S.M.

CONSTRUCTION ON THE SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND 1.

2" LAYER 57 ROCK

5'

SIDEWALK

NO. 57 STONE DETAIL

NTS

LIMITS OF NO. 57 STONE

STA to STA Area (SY)

21+29 to 22+03 42

24+37 to 24+99 35

25+29 to 25+74 25

25+88 to 26+29 24

Utility Owners Company Contact Person Contact Number Email Address

AT&T Florida (Distribution) Tom Manning (850) 463-5176 tm2709@att.com

Cox Communications Chris Degraaf (850) 368-2770 christopher.degraaf@cox.com

Emerald Coast Utilities Authority (ECUA) Jacob Kearley (850) 969-5823 jacob.kearley@ecua.fl.gov

Florida Power & Light (Distribution) Stephen Harris (850) 516-8499 stephen.harris@fpl.com

Pensacola Energy Andrew Briske (850) 474-5309 abriske@cityofpensacola.com

Verizon Business (MCI) Thomas Broyles (850) 475-7465 thomas.broyles@verizon.com

W

T E R

S D

W A T E R

S A

N

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S D

W A T E R

S A

N

CURVE DATA

PI STA. = 15+34.13

¬ = 01°29'46" (RT)

D = 00°29'55"

T = 150.00

L = 299.98

R = 11,489.24

PC STA. = 13+84.13

PT STA. = 16+84.12

e = N.C

9 10 11 12 13 14

P C

S

T A

.1

N02°16'22"E

N

£ SURVEY LANIER DRIVE

LANIER DRIVE

T O

N I

S T

D E

W R

E L

L S

Q U

A R

E

LEGEND:

= CONST. 6" CONCRETE SIDEWALK AND DRIVEWAY

CONST. 5' CONC. SIDEWALK

EL. 94.30

DPI +52.27

EL. 94.80

DPI +17.50

¡ DITCH

MATCH

EXIST.

15' R

10' R

EL. 94.82

STA. 11+34.34, 24.33' LT.

SIDEWALK PROFILE

BEGIN SPECIAL BACK OF

EL. 95.66

STA. 13+17.65, 22.13' LT.

EL. 96.08

STA. 13+26.94, 22.02' LT.

SIDEWALK PROFILE

END SPECIAL BACK OF

10 40

Feet

17.02' LT.

+16.03

18.79' LT.

+21.47

21.67' LT.

+25.63

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

24.31' LT.

+35.89

24.18' LT.

+46.90

24.12' LT.

+51.95

23.92' LT.

+68.51

23.78' LT.

+80.55

23.59' LT.

+96.52

23.49' LT.

+04.57

22.90' LT.

+53.37

22.81' LT.

+61.01

22.55' LT.

+83.14

22.37' LT.

+97.73

22.14' LT.

+17.33

15.03' LT.

+35.48

R/W LINE

R/W LINE

R/W LINE

R/W LINE

66" rcp

66" rcp r c p

66" rcp r c p c o n c

(c o n c

(c o n c

(c o n c c o n c c o n c c o n c

(c o n c

*LICENSE AGREEMENT BEING SOUGHT

A BEGIN TRANSITION

FROM -0.02 TO +0.02

SIDEWALK CROSS SLOPE

STA. 11+20

B END TRANSITION AND

BEGIN +0.02 SIDEWALK

CROSS SLOPE

STA. 11+34

A

B

+53

25.85' LT.

+49.31

40.14' RT.

+48.52

43.12' RT.

+96.75

10.72' RT.

+47.14

(3 BOXES, 1 POST)

RELOCATE MAILBOX

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

= INSTALL DETECTABLE WARNING SURFACE

22.99' LT.

+88.12

22.93' LT.

+92.77

21.39' LT.

+28.71

21.33' LT.

+33.70

20.77' LT.

+43.67

20.97' LT.

+18.74

BEGIN PROJECT

STA. 9+91.50

£ SURVEY LANIER DRIVE

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \P

L A

N R

D .d g n

:0

:0

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

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ENGINEER OF RECORD

ROADWAY PLAN

M A

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H L

IN

E

S T

A

.0

T E R

W A T E R

S A

N

W A T E R

S D

U

15 16 17 18 19 20

P T

S

T A

.1

CURVE DATA

PI STA. = 15+34.13

¬ = 01°29'46" (RT)

D = 00°29'55"

T = 150.00

L = 299.98

R = 11,489.24

PC STA. = 13+84.13

PT STA. = 16+84.12

e = N.C

P I

S

T A

.1

N03°46'07"E

15 2020

N

£ SURVEY LANIER DRIVE

J O

H N

C

A R

R O

L

D R

J O

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C

A R

R O

LEGEND:

SIDEWALK

CONST. 5' CONC.

= CONST. 6" CONCRETE SIDEWALK

10 40

Feet

19.68' LT.

+91.66

19.53' LT.

+01.84

20.73' LT.

+11.58

LANIER DRIVE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

A

A BEGIN TRANSITION

FROM +0.02 TO -0.02

SIDEWALK CROSS SLOPE

STA. 15+40

B END TRANSITION AND

BEGIN -0.02 SIDEWALK

CROSS SLOPE

STA. 15+60

C END -0.02 SIDEWALK CROSS SLOPE

AND BEGIN TRANSITION FROM -0.02

TO +0.02 SIDEWALK CROSS SLOPE

STA. 15+80

D END TRANSITION AND

BEGIN +0.02 SIDEWALK

CROSS SLOPE

STA. 16+00

B C

D

66" rcp

" r c p

(d ir t)

+06

11.34' RT.

+44.53

11.78' RT.

+10.68

7.74' RT.

+07.65

40.74' RT.

+07.54

21.66' LT.

+44.18

21.21' LT.

+10.10

RELOCATE MAILBOX

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

= INSTALL DETECTABLE WARNING SURFACE

20.85' LT.

+10.38

18.69' LT.

+24.19

18.90' LT.

+42.87

20.36' LT.

+46.37

19.73' LT.

+65.39 21.88' LT.

+96.03

22.52' LT.

+06.01

22.56' LT.

+11.01

22.22' LT.

+21.01

23.07' LT.

+82.97

21.23' LT.

+92.83

5' R

10' R

5' R

21.18' LT.

+59.58

20.16' LT.

+62.01

11.61' LT.

+92.65

11.48' LT.

+13.14

+14

23.75' LT.

+96.48

23.92' LT.

+09.02

SEE DRIVEWAY PROFILES

RECONSTRUCT EXIST. DRIVEWAY

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

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\2 \4

\R o a d w a y \P

L A

N R

D .d g n

:0

:0

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

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ENGINEER OF RECORD

ROADWAY PLAN

M A

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H

L I N

E

S

T A

.0

M A

T C

H L

IN

E

S T

A

S

S D

S D

S D

S A

N

U

U

W A T E R

W A T E R

W A T E R

CURVE DATA

PI STA. = 24+45.19

¬ = 02°49'49" (LT)

D = 01°05'54"

T = 128.86

L = 257.66

R = 5,216.07

PC STA. = 23+16.34

PT STA. = 25+74.00

e = N.C

21 22 23 24 25

P C

S

T A

.3

P R

C

S

T A

.0

P I

S

T A

.1

N

£ SURVEY LANIER DRIVE

LEGEND:

= CONST. 6" CONCRETE SIDEWALK

CR F

20' R

8' R

CR F

MOD

CURB & GUTTER

CONST. TYPE F

10 40

Feet

25.57' LT.

+60.63

22.77' LT.

+69.37

20.57' LT.

+75.65

10' R

15.57' LT.

+81.48

12.09' LT.

+75.65

20.57' LT.

+91.72

20.95' LT.

+95.63

B U

R G

E S

S R

D

SEE CURB RAMP DETAIL

LANIER DRIVE

20.67' RT.

+44.70

28.67' RT.

+52.70

R/W LINE

R/W LINE

R/W LINE

R/W LINE

A BEGIN TRANSITION

FROM +0.02 TO -0.02

SIDEWALK CROSS SLOPE

STA. 21+65

B END TRANSITION AND

BEGIN -0.02 SIDEWALK

CROSS SLOPE

STA. 21+85

A

B

15' R

20' R

28.67' RT.

+17.06

27.82' RT.

+22.81

24.43' RT.

+88.31

22.67' RT.

+81.25

22.67' RT.

+42.20

23.30' RT.

+37.89

15' R

25' R r c p r c p r c p r c p r c p

(g ra v e l) g r a s s /d ir t)

(d ir t)

28.66' RT.

+61.81 d ir t/ g r a v e l)

N3°46'7"E

= INSTALL DETECTABLE WARNING SURFACE

29.19' LT.

+95.87

29.89' LT.

+62.13

RELOCATE MAILBOX

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

20' R

15' R

15' R

23.92' LT.

+73.05

20' R

21.38' LT.

+63.48

19.47' LT.

+56.31

19.36' LT.

+45.19

20.73' LT.

+38.78

26.74' LT.

+15.99

26.61' LT.

+06.21

11.67' LT.

+20.14

11.53' LT.

+02.35

15' R

25.01' LT.

+85.23

23.53' LT.

+92.98

22.42' LT.

+02.59

22.42' LT.

+98.64

23.77' LT.

+08.82

25.57' LT.

+17.12

28.66' RT.

+74.62

27.38' RT.

+93.85

30.31' RT.

+05.86

29.29' RT.

+34.17

28.14' RT.

+41.08

22.20' RT.

+57.85

21.36' RT.

+62.96

29.11' RT.

+23.19

28.99' RT.

+39.10

28.90' RT.

+78.34

29.18' RT.

+24.40

21.63' RT.

+81.15

22.36' RT.

+17.99

+94

15' RT.

22.56' LT.

+30.24

14.41' LT.

+49.70

14.36' LT.

+44.70

SEE DRIVEWAY PROFILES

RECONSTRUCT EXIST. DRIVEWAY

24.19' RT.

+80.05

S D

U

U

MOD

CR F

CURB & GUTTER

CONST. TYPE F

SIDEWALK/CURB RAMP

REMOVE EXIST.

R/W LINE

1"=20'

CURB RAMP DETAIL

43.02' LT.

+44.50

39.34' LT.

+37.29

27.76' LT.

+46.99

31.79' LT.

+51.46

27.72' LT.

+55.83

25.00' LT.

+59.78

16.86' LT.

+57.95

22.98' LT.

+52.12

MATCH EXIST.

* = 0.02 (MAX.)

**= 1:12 (MAX.)

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \P

L A

N R

D .d g n

:0

:0

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

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A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

ROADWAY PLAN

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H

L I N

E

S

T A

S

U

S A

N

B A C K

F L O

W B A C K

F L O

W

S A

N

W A T E R

B A C K

F L O

W

U

U

W A T E R

U

U

W A T E R W A T E R

W A T E R

S A

N

26 27 28 29

P T

S

T A

.6

CURVE DATA

PI STA. = 27+02.85

¬ = 02°03'00" (RT)

D = 00°47'44"

T = 128.86

L = 257.69

R = 7,201.88

PC STA. = 25+74.00

PT STA. = 28+31.68

e = N.C

P I

S

T A

.8

N02°59'19"E

N

S A

N D

O L

L A

R C

IR

C R

E I G

H T

O N

R

D

C R

E I G

H T

O N

R

D

LANIER DRIVE15' R

20' R

15' R

10 40

Feet

26.84' RT.

+43.29

37.15' RT.

+88.63

37.58' RT.

+91.50

R/W LINE

R/W LINE

R/W LINE

R/W LINE

CONST. 5' CONC. SIDEWALK

END PROJECT

STA. 28+01.21

£ SURVEY LANIER DRIVE

EXIST. SIDEWALK TO REMAIN

(c o n c

(a s p h

(a s p h

LEGEND:

£ SURVEY LANIER DRIVE

= CONST. 6" CONCRETE SIDEWALK

22.00' LT.

+38.39

44.00' RT.

+18.26

43.12' RT.

+18.8240.86' RT.

+18.26

66.54' RT.

+42.69

67.68' RT.

+93.14

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

= INSTALL DETECTABLE WARNING SURFACE

38.29' RT.

+00.84

28.99' RT.

+18.23

29.83' RT.

+11.84

29.58' RT.

+03.96

28.93' RT.

+99.47

24.69' RT.

+83.43

CR F

CR F

16.03' RT.

+96.25

27.05' RT.

+24.69

26.90' RT.

+47.77

30.89' RT.

+53.19

31.03' RT.

+83.63

17.21' RT.

+36.24

21.73' RT.

+41.40

26.73' RT.

+99.79

21.75' RT.

+92.85

26.77' RT.

+88.57

26.45' RT.

+39.74

CURB & GUTTER

CONST. TYPE F

CURB & GUTTER

CONST. TYPE F

26.41' RT.

+29.48

26.54' RT.

+34.25

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \P

L A

N R

D .d g n

:0

:0

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

ROADWAY PLAN

M A

T C

H

L I N

E

S

T A

STA. 11+41.11

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

110 110

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££-4.26% 9.25%

O F

F

.2

O F

F

.2

E L

.8

O F

F

.2

11+60.15STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

110 110

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££-3.06% 6.42%

O F

F

.0

O F

F

.0

E L

.9

O F

F

.0

11+88.05STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

110 110

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££-2.23% 7.08%

O F

F

.6

O F

F

.6

E L

.0

O F

F

.6

12+29.00STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££-0.15%

6.58%

O F

F

.2

O F

F

.2

E L

.2

O F

F

.2

12+72.21STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££1.40%

7.67%

O F

F

.6

O F

F

.6

E L

.4

O F

F

.6

13+07.90STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

E X

IS

T

IN

G

R /W

L

IN

E

2.00% ££0.62% 7.25%

O F

F

.2

O F

F

.2

E L

.6

O F

F

.2

19+02.75STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 0.75% £

O F

F

.3

O F

F

.3

21+11.10STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

90 90

100 100

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00%5.93%

O F

F

.2

O F

F

.2

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \R

D X

S R

D .d g n

:0

:1

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

DRIVEWAY PROFILES

£ SURVEY LANIER DRIVE

£ SURVEY LANIER DRIVE

£ SURVEY LANIER DRIVE

£ SURVEY LANIER DRIVE

£ SURVEY LANIER DRIVE

£ SURVEY LANIER DRIVE

*LICENSE AGREEMENT BEING SOUGHT

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2 \4

\R o a d w a y \T

C G

N R

D .d g n

:0

:1

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL PLAN

TEMPORARY TRAFFIC

SIGNING DETAIL FOR USE PRIOR TO AND DURING LANE CLOSURES.

FOR APPROACHING TRAFFIC IN A LOCATION APPROVED BY THE ENGINEER. SEE THE PCMS DISPLAYS ON THE ADVANCE

PRIOR TO AND DURING LANE CLOSURES ALONG LANIER DRIVE UTILIZE A PCMS IN ADVANCE OF THE LANE CLOSURE AREA 6)

IN A LOCATION APPROVED BY THE ENGINEER. PCMS DISPLAYS ARE SHOWN BELOW:

PORTABLE CHANGEABLE (VARIABLE) MESSAGE SIGNS (PCMS) SHALL BE INSTALLED 14 DAYS PRIOR TO BEGINNING CONSTRUCTION5)

COORDINATE WITH PROPERTY OWNERS FOR ANY CONSTRUCTION ACITIVITIES THAT TEMPORARILY SEVERS PROPERTY ACCESS.4)

THE EXISTING POSTED SPEED LIMIT (30/35 MPH) ALONG LANIER DRIVE SHALL REMAIN AT ALL TIMES DURING CONSTRUCTION.3)

WEDNESDAY: 7AM TO 10AM AND 11:30AM TO 3PM

MONDAY - FRIDAY (EXCLUDING WEDNESDAY): 7AM TO 10AM AND 1:30PM TO 5PM

SCHOOL AND WORKMAN MIDDLE SCHOOL:

LANE CLOSURES ARE PROHIBITED DURING ACTIVE SCHOOL DROP OFF AND PICK UP TIMES FOR REINHARDT HOLM ELEMENTARY2)

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS 102-600, 102-601, 102-602, 102-603, AND 102-604.1)

TEMPORARY TRAFFIC CONTROL GENERAL NOTES:

A B

WORK

ROAD

LANIER

MESSAGE SIGN (PCMS) DISPLAY 14 DAYS PRIOR TO WORK

PORTABLE CHANGEABLE

MM-DD-YY

BEGINS

PCMS

200' 200' 200'

P R

E S

E N

T

W H

E N

W O

R K

E R

S

D O

U B

L E

D

S P

E E

D

IN

G F

IN

E

S

A H

E A

D

W O

R K

R O

A D

WORK AREA

R

O A

D W

O R

K

E N

D

100'

R O

O R

K

E N

D

100' 200'50'

PCMS

P R

E S

E N

T

W H

E

O R

K E

R S

D O

U B

L E

D

S P

E E

D

IN

G

F

IN

E

S

200'

LANIER DRIVE

ADVANCE SIGNING DETAIL

NTS

A H

E A

D

W O

R K

R O

A D

S R

E N

D P

R O

J E

C T

B E

G

IN

P R

O J E

C T

S R

LANIER DRIVE

100'

ROAD WORK

END

S I D

E S

T R

E E

T

200'

WORK AREA

AHEAD

WORK

ROAD

WITHIN PROJECT LIMITS

SIDESTREET ADVANCE SIGNING

NTS

A B

WORK

ROAD

LANIER

MESSAGE SIGN (PCMS) DISPLAY DURING CONSTRUCTION

PORTABLE CHANGEABLE

CAUTION

USE

W20-1F MOT-13-06

G20-2

G20-2

W20-1F

W20-1FMOT-13-06

G20-2

T E R

S D

W A T E R

S A

N

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S D

W A T E R

S A

N

& OFOC / COX12.47kv OE / FPL

WV BOX / TO REMAIN

ECUA

240v OE / FPL

240v OE / FPL

7.2kv OE / FPL & OFOC / COX

WV BOX / TO REMAIN

ECUA

WV BOX (3 EA) / TO REMAIN

ECUA

WATER METER (3 EA) / ECUA

ADJUST / BY ECUA

SAN. SEWER MANHOLE / ECUA

PROTECT / BY ECUA

R/W LINE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

LANIER DRIVE

N

10 40

Feet

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

SEE DRIVEWAY PROFILES*

RECONSTRUCT EXIST. DRIVEWAY

(c o n c

(c o n c c o n c c o n c c o n c

(c o n c

CONST. 5' CONC. SIDEWALK

R/W LINE

T O

N I

S T

D E

W R

E L

L S

Q U

A R

E c o n c c o n c

LEGEND:

= CONST. 6" CONCRETE SIDEWALK AND DRIVEWAY

BEGIN PROJECT

STA. 9+91.50

£ SURVEY LANIER DRIVE

2" BS GAS MAIN / TO REMAIN

PENSACOLA ENERGY

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

= INSTALL DETECTABLE WARNING SURFACE

CURVE DATA

PI STA. = 15+34.13

¬ = 01°29'46" (RT)

D = 00°29'55"

T = 150.00

L = 299.98

R = 11,489.24

PC STA. = 13+84.13

PT STA. = 16+84.12

e = N.C

*LICENSE AGREEMENT BEING SOUGHT

SAN. SEWER MANHOLE / TO REMAIN

ECUA

SAN. SEWER MANHOLE / TO REMAIN

ECUA

BFOC/ VERIZON/MCI

TO REMAIN

BT COPPER / TO REMAIN

AT&T FL.

9 10 11 12 13 14

P C

S

T A

.1

N02°16'22"E

W A T E R

W A T E R

S A

N

W A T E R

S D

U

OFOC / COX12.47kv OE / FPL &

WV BOX (2 EA) / TO REMAIN

ECUA

240v OE / FPL

240v OE / FPL

12.47kv OE / FPL

R/W LINE

R/W LINE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

LANIER DRIVE

N

10 40

Feet

SIDEWALK

CONST. 5' CONC.

J O

H N

C

A R

R O

J O

H N

C

A R

R O

SIDEWALK

CONST. 5' CONC.

(d ir t)

LEGEND:

= CONST. 6" CONCRETE SIDEWALK

2" BS GAS MAIN / TO REMAIN

PENSACOLA ENERGY

2" BS GAS MAIN / TO REMAIN

PENSACOLA ENERGY

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

WATER METER / ECUA

ADJUST / BY ECUA

SEE DRIVEWAY PROFILES

RECONSTRUCT EXIST. DRIVEWAY

= INSTALL DETECTABLE WARNING SURFACE

CURVE DATA

PI STA. = 15+34.13

¬ = 01°29'46" (RT)

D = 00°29'55"

T = 150.00

L = 299.98

R = 11,489.24

PC STA. = 13+84.13

PT STA. = 16+84.12

e = N.C

SAN. SEWER MANHOLE / TO REMAIN

ECUA

BFOC/ VERIZON/MCI

TO REMAIN

BT COPPER / TO REMAIN

AT&T FL.

1-4" PVC DUCT / TO REMAIN

AT&T FL.

BT COPPER & FIBER / TO REMAIN

AT&T FL.

2-4" PVC DUCT / TO REMAIN

AT&T FL.

15 16 17 18 19 20

P T

S

T A

.1

P I

S

T A

.1

N03°46'07"E

15 2020

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

UTILITY ADJUSTMENTS

AL1-LANIER DRIVE - PLAN 1 [SHEET] : Q:\FDOT\2000837\44422225201\Roadway\UTADRD01.dgn

10:05:14 AM2/9/2024MSimoneaux

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H L

IN

E

S T

A

S

S D

S D

S D

S A

N

U

U

OFOC / COX12.47kv OE / FPL &

240v OE / FPL

R/W LINE

R/W LINE

LANIER DRIVE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

N

10 40

Feet

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

g r a s s /d ir t)

(g ra v e l)

CONST. 5' CONC. SIDEWALK

(d ir t)

B U

R G

E S

S R

D

CONST. 5' CONC. SIDEWALK

LEGEND:

= CONST. 6" CONCRETE SIDEWALK

2" CS GAS MAIN/ TO REMAIN

PENSACOLA ENERGY

2" PE GAS MAIN/ TO REMAIN

PENSACOLA ENERGY

GAS MANHOLE LID AND MARKER /

ADJUST MANHOLE LID, RELOCATE MARKER

PENSACOLA ENERGY / BY PENSACOLA ENERGY

CONST. CURB RAMP

AND CONST. CURB RAMP

REMOVE EXIST. CURB RAMP

WATER METER / ECUA

ADJUST / BY ECUA

MARKERS (2 EA) / RELOCATE

AT&T FL.

PEDESTAL / RELOCATE

AT&T FL. / BY AT&T FL.

SEE DRIVEWAY PROFILES

RECONSTRUCT EXIST. DRIVEWAY

= INSTALL DETECTABLE WARNING SURFACE

CURVE DATA

PI STA. = 24+45.19

¬ = 02°49'49" (LT)

D = 01°05'54"

T = 128.86

L = 257.66

R = 5,216.07

PC STA. = 23+16.34

PT STA. = 25+74.00

e = N.C

SAN. MANHOLE / TO REMAIN

ECUA

VALVE COVER (2 EA) / ECUA

LOCATE & PROTECT / BY ECUA

BFOC/ VERIZON/MCI

TO REMAIN

BT COPPER & FIBER / TO REMAIN

AT&T FL.

HANDHOLE / ADJUST

AT&T FL. / BY AT&T FL.

1-4" PVC DUCT / TO REMAIN

AT&T FL.

2-4" PVC DUCT / TO REMAIN

AT&T FL.

BT COPPER / TO REMAIN

AT&T FL.

21 22 23 24 25

P C

S

T A

.3

P R

C

S

T A

.0

P I

S

T A

A T E R

W A T E R

W A T E R

S D

U

S A

N

B A C K

F L O

W B A C K

F L O

W

S A

N

W A T E R

B A C K

F L O

W

U

U

W A T E R

U

U

OFOC / COX12.47kv OE / FPL &

240v OE / FPL 240v OE / FPL

240v OE / FPL

WV BOX / TO REMAIN

ECUA

WV BOX (2 EA) / ECUA

LOCATE & PROTECT / BY ECUA

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

R/W LINE

R/W LINE

N

10 40

Feet

LANIER DRIVE

S A

N D

O L

L A

R C

IR

CONST. 5' CONC. SIDEWALK

(a s p h

(a s p h

(c o n c

EXIST. SIDEWALK TO REMAIN

SIDEWALK

CONST. 5' CONC.

C R

E I G

H T

O N

R

D

C R

E I G

H T

O N

R

D

LEGEND:

= CONST. 6" CONCRETE SIDEWALK

END PROJECT

STA. 28+01.21

£ SURVEY LANIER DRIVE

2" CS GAS MAIN / TO REMAIN

PENSACOLA ENERGY

WARNING: GAS LINE IN AREAS OF CONSTRUCTION

CONST. CURB RAMP

CONST. CURB RAMP

= INSTALL DETECTABLE WARNING SURFACE

CURVE DATA

PI STA. = 27+02.85

¬ = 02°03'00" (RT)

D = 00°47'44"

T = 128.86

L = 257.69

R = 7,201.88

PC STA. = 25+74.00

PT STA. = 28+31.68

e = N.C

SAN. SEWER MANHOLE / TO REMAIN

ECUA

SAN. SEWER MANHOLE / TO REMAIN

ECUA

BFOC/ VERIZON/MCI

TO REMAIN

1-4" PVC DUCT / TO REMAIN

AT&T FL.

26 27 28 29

P T

S

T A

.6

P I

S

T A

.8

N02°59'19"E

W A T E R W A T E R

W A T E R

S A

N

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

UTILITY ADJUSTMENTS

AL1-LANIER DRIVE - PLAN 3 [SHEET] : Q:\FDOT\2000837\44422225201\Roadway\UTADRD01.dgn

10:05:14 AM2/9/2024MSimoneaux

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

S D

W A T E R

S D

W A T E R

S A

N

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S D

W A T E R

S A

N

STOP

9 10 11 12 13 14

P C

S

T A

.1

N02°16'22"E

N

D E

W R

E L

L S

Q U

A R

E

T O

N I

S T

R/W LINE

R/W LINE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

10 40

Feet

12" WHITE

24" WHITE

7'

BEGIN SIGNING AND

PAVEMENT MARKING

STA. 9+97.28

£ SURVEY LANIER DRIVE

21' LT.

16' LT.

TO REMAIN

BEGIN PROJECT

STA. 9+91.50

£ SURVEY LANIER DRIVE

S D

W A T E R

W A T E R

S A

N

W A T E R

S D

U

A H

E A

D

H E

R E S T

O P

F O

R

STOP

ST

O

P

A

Y

ALL WAY

STOP

S T

O P

A L L W

A Y

ALL WAY

15 16 17 18 19 20

P T

S

T A

.1

P I

S

T A

.1

N03°46'07"E

15 2020

N

J O

H N

C

A R

R O

J O

H N

C

A R

R O

7'

700-1-111

STA. 17+52

1 EA

700-1-111

STA. 20+02

1 EA

36"x36" R1-5B

R/W LINE

R/W LINE R/W LINE

£ SURVEY LANIER DRIVE

10 40

Feet

W16-9P 24"x12"

W11-2 30"x30"

INSTALL 24" WHITE

24" WHITE AND

REMOVE EXIST.

12" WHITE

24" WHITE

R/W LINE

+02

26' LT.STA. 16+63 STA. 17+12

700-1-500 1 EA 1 EA700-1-500

RELOCATE EXIST.

SIGN ASSEMBLY

21' LT.

21' LT. RELOCATE EXIST.

SIGN ASSEMBLY

STA. 17+01

1 EA700-1-500

SIGN ASSEMBLY

STREET NAME

RELOCATE EXIST.

TO REMAIN

TO REMAIN

REFURBISH 6" DBL YELLOW

(STA. 19+02 TO STA. 20+42)

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2

\4

\S ig n in g A n d

M a r k in g

\P L

A N

S P

.d g n

:0

:1

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

MARKING PLAN

SIGNING AND PAVEMENT

M A

T C

H L

IN

E

S T

A

.0

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H L

IN

E

S T

A

S D

S D

G A S

S D

S D

S D

S A

N

U

U

A H

E A

D

H E

R

ES

T O

P

FO

R

L

IM

IT

S P

E E

D

L

IM

IT

S P

E E

D

STOPL

IM

IT

S P

E E

D

21 22 23 24 25

P C

S

T A

.3

P R

C

S

T A

.0

P I

S

T A

B U

R G

E S

S

R

D

7'

R/W LINE

R/W LINE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

10 40

Feet

+42

+42

24" PREFORMED WHITE (TYP.)

12" WHITE

24" WHITE

12" WHITE

+53

+53

23' LT.

22' LT.

36"x36" R1-5B

STA. 20+93

700-1-111 1 EA

700-1-111 1 EA

STA. 22+36

W16-9P 24"x12"

W11-2 30"x30"

11'

STA. 25+38

700-1-500 1 EA

RELOCATE EXIST.

SIGN ASSEMBLY

700-1-500 1 EA

RELOCATE EXIST.

SIGN ASSEMBLY

TO REMAIN

RELOCATED EXIST.

SIGN ASSEMBLY

STA. 21+65

+93

REMOVE 6" DBL YELLOW

WITHIN LIMITS OF PROPOSED

MIDBLOCK CROSSWALK

REFURBISH 6" DBL YELLOW

(STA. 20+53 TO STA. 21+93)

S D

S D

U

S A

N

B A C K

F L O

W B A C K

F L O

W

S A

N

W A T E R

B A C K

F L O

W

U

U

W A T E R

U

U

STOP

26 27 28 29

P T

S

T A

.6

P I

S

T A

.8

N02°59'19"E

N

C R

E I G

H T

O N

R

D

C R

E I G

H T

O N

R

D

S A

N D

O L

L A

R C

IR

7'

R/W LINE R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

10 40

Feet

12" WHITE

24" WHITE

END SIGNING AND

PAVEMENT MARKING

STA. 26+99.82

£ SURVEY LANIER DRIVE

33' RT.

28' RT.

28' RT.

700-1-111

STA. 26+92

R1-1 36"x36"

1 EA

700-1-500

STA. 27+00

1 EA

SIGN ASSEMBLY

STREET NAME

RELOCATE EXIST.

LIMITS OF CROSSWALK

6" WHITE WITHIN

REMOVE EXIST.

END PROJECT

STA. 28+01.21

£ SURVEY LANIER DRIVE

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

/9

/2

Q

F D

O T

\2

\4

\S ig n in g A n d

M a r k in g

\P L

A N

S P

.d g n

:0

:1

A M

M S im o n e a u x

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

MARKING PLAN

SIGNING AND PAVEMENT

M A

T C

H L

IN

E

S T

A

.0

M

A T

C H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

19 20 21 22

N03°46'07"E

630-2-11

639-1-112

635-2-11

639-2-1

641-2-12

20 LF

2 EA

1 AS

20 LF

1 EA

6' FROM FP&L POWER POLE

TO BE PLACED A MIN OF

TYPE-II, 36' IN HEIGHT

SERVICE POLE SHALL BE

630-2-11 2 RUNS @ 10 LF (1 HV, 1 LV)

654-2-12 1 AS

1-DETECTOR

2-RRFB (BACK-TO-BACK)

STA. 20+53.80, 20.07' Lt.

630-2-12 3 RUNS @ 47 LF (1 HV, 1 LV, 1 SPARE)

630-2-11 2 RUNS @ 10 LF (1 HV, 1 LV)

654-2-12 1 AS

1-DETECTOR

2-RRFB (BACK-TO-BACK)

STA. 20+43.66, 18.87' Rt.

635-2-11 1 EA

W16-7PR (24"x12") W11-2 (30"x30")

PROVIDE POWER SERVICE

EXIST. FPL POLE TO

W16-7PL (24"x12") W11-2 (30"x30")

W16-7PR (24"x12") W11-2 (30"x30")

W16-7PL (24"x12") W11-2 (30"x30")

PEDESTRIAN ACTUATION SIGN

ABOVE EACH PEDESTRIAN DETECTOR.

INSTALL PEDESTRIAN ACTUATION SIGN R10-251.

NOTES:

R10-25 (9"x12")

Feet

0 5

N

R/W LINE

R/W LINE

R/W LINE

R/W LINE

£ SURVEY LANIER DRIVE

(INSTALLED FACING PROPOSED SIDEWALK)

= PEDESTRIAN DETECTOR AND SIGN ON POLE

LEGEND:

632-7-1 1 PI

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

32801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

77587LICENSE NUMBER:

CHRISTOPHER RYAN WENCE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

SIGNALIZATION PLAN

AL1-LANIER DRIVE - PLAN 1 [SHEET] : Q:\FDOT\2000837\44422225201\Signalization\PLANSG01.dgn

10:05:17 AM2/9/2024MSimoneaux