UPDATED_Revised_Plans-Addendum.pdf

PDF 3 MB Posted

Attached to
Mack Bayou Road Pedestrian Improvements Phase I
Solicitation number
ITB 25-04
Issued by
Walton County, Florida

About this file

Written by GovTribe AI ·

This document consists of revised construction plans and cross-sections for the Mack Bayou Road Pedestrian Improvements Phase 1 project in Walton County, Florida, prepared by Halff Associates, Inc. The project involves the construction of an approximately 10,845 linear foot multi-use path extending from Monarch Drive to Harborview Road in Santa Rosa Beach, with associated roadway improvements including milling and resurfacing of existing pavement. The plans detail typical sections showing two primary configurations: one featuring an 8-foot asphalt multi-use trail with two 10-foot lanes from Station 100+00.00 to 174+70.00, and a second featuring an 8-foot concrete multi-use trail with two 10-foot lanes from Station 174+70.00 to 208+43.00. Key project components include mill-and-resurface operations with 1-inch milling depth and 1.5-inch friction course resurfacing, optional base group courses, concrete trail sections with fiber-reinforced concrete (3,000 PSI) or porous concrete alternatives, ZICLA Zebra 9 pedestrian lane separators spaced at 15-foot intervals, gravity walls with aluminum pedestrian and bicycle railings in select locations, Type D curb with drainage slots, detectable warning surfaces, 5-foot paved driveway aprons, and associated utility coordination. The project specifications include profiles showing elevations ranging from approximately 5.37 feet to 11.85 feet with numerous cross-sections documenting existing and proposed conditions. The contract duration is 180 days to substantial completion with an additional 30 days for punch list completion, and liquidated damages are assessed at $2,667 per calendar day for failure to meet deadlines. Bid responses were due February 25, 2025, at 3:00 pm, with a non-mandatory pre-bid conference scheduled for January 28, 2025.

The project is partially funded through a State Funded Grant Agreement with the Florida Department of Transportation (FDOT) and is being procured through Walton County's Invitation to Bid #25-04. Contractors must be pre-qualified by FDOT in work classes including drainage, flexible paving, grading, and sidewalk construction. Contract requirements include performance and payment bonds, comprehensive insurance coverage, E-Verify employment verification, compliance with trench safety standards, unauthorized alien employment prohibitions, and submission of sworn statements regarding public entity crimes. The plans were issued February 12, 2025, with Addendum 2 dated February 17, 2025, and February 13, 2025, indicating recent revisions and updates. Environmental permits have been secured from the Florida Department of Environmental Protection. The county reserves the right to reject any or all bids and may value engineer the scope if submissions exceed budgeted amounts. No specific project budget is disclosed in the plans; however, the detailed construction scope and grant funding structure indicate a significant infrastructure investment. Contractor coordination with affected utility companies for relocations, adjustments, and protection is required, and all dimensions are measured to edge of pavement unless otherwise noted.

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Other files

File Type Posted
Mack_Bayou_Road_Pedestrian_Improvements_Phase_I_(Addendum_#7_Revision).pdf PDF
Copy_of_MACK_BAYOU_ROAD_MULTI-USE_TRAIL_PHASE_1__Bid_Schedule_updated_.xlsx XLSX spreadsheet
UPDATED_Revised_Plans-Addendum.pdf PDF
Contract_No._25-04.pdf PDF
UNAUTHORIZED_ALIENS.pdf PDF
TRENCH_SAFETY_COMPLIANCE.docx DOCX document
PUBLIC_ENTITY_CRIMES.pdf PDF
BID_FORM.docx DOCX document
FDOT_Grant_No._G2R99.pdf PDF
Public_Construction_Bond.doc DOC document
TE_No_.1.pdf PDF
01_Final_Permit_453753-001-002-EE.pdf PDF
Mack_Bayou_Phase_1_Plans.pdf PDF
Show all 13

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47155.004 11/11/2024

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HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

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(8

) 2

-4

10' LANE10' LANE

SHOULDER

VARIES 0"-6'

℄ CONST.

(PROP. CROWN)

R/W LINE R/W LINE

0.02

66' R/W

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

EXIS. TYPE B

STABILIZATION

N.T.S.TYPICAL SECTION MACK BAYOU ROAD ASPHALT EXTENSION

VARIES

(0.02-0.06)

2'

0.02

8' MULTI-USE TRAIL

MILL AND RESURFACE

EXISTING PAVEMENT

NATURAL GROUND

NATURAL GROUND

10' LANE10' LANE

℄ CONST.

(PROP. CROWN)

R/W LINE R/W LINE

0.02

R/W VARIES (62'-65')

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

EXIS. TYPE B

STABILIZATION

N.T.S.TYPICAL SECTION MACK BAYOU ROAD

0.02

SOD VARIES (0'-12')8' MULTI-USE TRAIL

MILL AND RESURFACE

EXISTING PAVEMENT

NATURAL GROUND

NATURAL GROUND

STA. 100+00.00 TO 174+70.00

STA. 174+70.00 TO 208+43.00

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1")

RESURFACING

FRICTION COURSE FC-12.5 (1.5")

8' TRAIL / MULTI-USE TRAIL

12" STABILIZED SUB GRADE (LBR 40)

OPTIONAL BASE GROUP 4 (6")

FRICTION COURSE FC-12.5 (TRAFFIC B) (1.5")

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1")

RESURFACING

FRICTION COURSE FC-12.5 (1.5")

8' TRAIL / MULTI-USE TRAIL

4" CONCRETE (3,000 PSI FIBER REINFORCED)

ALTERNATE: 5" THICK 2500 PSI POROUS CONCRETE WITH

2" LAYER OF 57 STONE

ZICLA ZEBRA 9

PEDESTRIAN

SEPERATOR

(15' O.C.)

CURB TYPE D

WITH 12" DRAINAGE

SLOTS EVERY 10'

* SEE PLAN SHEETS AND

DETAIL, SHEET 55 FOR

TYPE D CURB LOCATIONS

AND ADDITIONAL

INFORMATION

2'-4' ASPHALT

EXTENSION

0.02

0.5'

0.015

M

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REMOVE EXIST.

ASPHALT PAVEMENT

AND BASE

6'

FULL DEPTH

SAWCUT

SHOULDER TREATMENT 1

(FDOT INDEX NO. 570-010)

2/

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AD

DE

ND

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STATE PARK

SIGN

"POSH PUPS" SIGN

STOP SIGN

BELLA FLORA SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42330-000-0010

SOTOMEY KEVIN

O.R. 3133, PG. 4566Parcel ID 25-2S-21-42330-000-0280

POSH PUPS GROOMING LLC

O.R. 3234, PG. 3138

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

Parcel ID 25-2S-21-42000-002-0000

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

36" RCP

18" RCP18" RCP

18" RCP

C O

N C

D

R

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A

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G R

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D

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SDMH

TOP=9.03'

N INV.=3.19'

S INV.=3.33'

SDMH

TOP=10.60'

N INV.=4.19'

S INV.=4.32'

M.E.S.

INV.=9.72'

M.E.S.

INV.=9.26'

M.E.S.

INV.=8.78' M.E.S.

INV.=8.54'

M.E.S.

INV.=8.67'

M.E.S.

INV.=8.06'

M.E.S.

INV.=8.40'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 507771.598

EASTING: 1399514.500

ELEVATION: 10.17'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66'

35'

PROPOSED WIDENING

(TYP.)

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

119+00 120+00 121+00 122+00 123+00

GAS MARKER

MAILBOX MAILBOX

MAILBOX

FIBER OPTIC MARKER

AND VAULT

5' PAVED DRIVEWAY APRON

(TYP.)

M

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0 10 20 30 40010203040

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� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

121+00.00

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� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

122+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

122+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

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� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

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.7

.8

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.9

.9

.7

.7

.7

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.6

.6

.6

.5

.8

.8

.6

.6

.6

.3

.4

.4

.4

.4

.5

.5

.3

.3

.3

.0

.2

.2

.2

.1

.2

.2

.0

.0

.0

9.

9.

9.

9.

9.

.0

.0

9.

9.

9.

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9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

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.3

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R

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R

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R

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R

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PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

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1" = 20'

PLAN AND

CROSS

SECTIONS

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1:

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R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

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D

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C R

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(8

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-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

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PH

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TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

MAILBOX

BUSINESS

SIGN

PUMP

CONTROLS

TOW AWAY SIGN

4.5' DIAMETER

METAL LID

TOP=7.95'

4.5' DIAMETER

METAL LID

TOP=7.86'

SANTA ROSA

SMILES SIGN

STOP SIGN

SPEED SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 25-2S-21-42000-033-0030

RUHLMAN JAMES & KAREN

O.R. 3281, PG. 4380Parcel ID 25-2S-21-42000-033-0010

KELLER VON A

O.R. 3067, PG. 3099

Parcel ID 25-2S-21-42000-033-0012

LONG WALLACE E ESTATE OF &

AUDREY ESTATE

O.R. 1477, PG. 183

Parcel ID 25-2S-21-42000-033-0013

WELLINGTON ROBERT EARL

& DONNA KAYE

O.R. 755, PG. 136

Parcel ID 25-2S-21-42350-000-0090

PRIMROSE RESIDENCES LLC

W A

LTO

N

C O

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PR

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PER

TY

O

.R

. 3287, PG

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Parcel ID 25-2S-21-42350-000-0100

ALI GLADIS

O.R. 3215, PG. 896

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A C

K B

A Y

O U

D R

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PA

V

ED Parcel ID 25-2S-21-42350-000-0120

JNZS PROPERTIES LLC

O.R. 3272, PG. 4650

24" RCP

18" RCP

18" RCP

24" RCP

18" RCP

18" RCP

A

SPH

A

LT

A

SPH

A

LT

D R

IV

EW

A Y

CO

N

C.

D

RIV

EW

A Y

C O

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D

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A

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A

SPH

A

LT

D R

IV

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A Y

A

SPH

A

LT

D R

IV

EW

A Y

M.E.S.

INV.=4.07'M.E.S.

INV.=3.71'

M.E.S.

INV.=4.56'

M.E.S.

INV.=4.78'

M.E.S.

INV.=4.72'

M.E.S.

INV.=6.46'

M.E.S.

INV.=5.81'

M.E.S.

INV.=5.18'

M.E.S.

INV.=6.23'

M.E.S.

INV.=6.35'

M.E.S.

INV.=5.63'

M.E.S.

INV.=5.26'

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD81'

48' ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

A

SPH

A

LT

DETECTABLE

WARNINGS

(TYP.)

34'

WATER VALVE

WATER VALVE

133+00 134+00 135+00 136+00 137+00

FIBER OPTIC

MARKERS

AND VAULT

MAILBOX

(RELOCATE) MAILBOX MAILBOX

GAS MARKER

(RELOCATE)(RELOCATE)

POWER POLEPOWER POLE POWER POLE

W/ GUY WIRES

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

(ADJUST TO GRADE)

M

AT

C H

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N

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A.

+6

M

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132+50.00

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133+00.00

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8.

7.

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7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

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7.

7.

7.

7.

8.

8.

7.

7.

7.

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PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

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N

AM

E:

A

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4\

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SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

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D

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C R

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TI

O N

R

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IS

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N

K

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AR

N C

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R B

LV

D

SU

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TA

LL

AH

AS

SE

E, F

LO

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ID

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(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

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M

EN

TS

PH

AS

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W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

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AD

DE

ND

UM

WL

WATER METER

CLUSTER

GATEGATE

MACK BAYOU RD

R/W VARIES - PAVED

K

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A I C

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10' LA

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PE B

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SC

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PE

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10' LANDSCAPE BUFFER

PRESERVATION AREA (P)

BUNGALOS AT SANDESTIN

PLAT BOOK 16, PAGE 44

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BAYOU VILLAS TOWNHOMES

PLAT BOOK 6, PAGE 43 Parcel ID 24-2S-21-42270-000-0176

SHACKLEY SCOTT M & KELCE M

O.R. 3102, PG. 9000

18" RCP

8" PVC

8" PVC

15" PCP15" PCP

8" PVC

8" PVC

8" PVC

IC

V

GRAVEL

DRIVEWAY

GRAVEL

DRIVEWAY

A

SPH

A

LT

D R

IV

EW

A Y

DIRT

DRIVEWAY

GATE

INV.=5.34'

INV.=5.03'INV.=6.06'INV.=5.97'

INV.=

5.76'

INV.=5.37'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 510271.013

EASTING: 1399620.213

ELEVATION: 7.60'

SSMH

TOP=8.16

N INV.=0.94

W INV.=0.77

S INV.=0.82

N INV.=0.28

W INV.=0.20

S INV.=0.37

E INV.=0.21

VAULT (LOCKED)

TOP=9.27

LIFT STATION (LOCKED)

VENT HOOK

PUMP CONTROLS

PUMP CONTROLS

SSMH

TOP=7.88

N INV.=1.93

S INV.=2.12

LOT 2463 LOT 2464 LOT 2465 LOT 2466 LOT 2467

LOT 2468

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66'

31'

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

LOT 21, BLOCK A

DETECTABLE

WARNINGS

(TYP.)

WATER VALVE

142+00 143+00 144+00 145+00 146+00

FIBER OPTIC

MARKER &

VAULT

GAS MARKER

(RELOCATE) POWER POLE POWER POLE POWER POLE

BEGIN GRAVITY WALL AND ALUMINUM RAILING

+44.22

PROPOSED GRAVITY WALL

(FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING

(ALUMINIM) (FDOT 515-062)

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C H

LI

N

E

ST

A.

+5

142+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

142+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

143+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

143+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

144+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

144+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

145+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

145+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

146+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

146+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

84R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW

R

OW

PROP. GUIDERAIL

GRAVITY WALL

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

WL WL WL WL WL WL

WLWLWLWLWLWL WL

WL

WLWLWLWLWLWL

W L

WL

STOP SIGN

CONC.

DRIVEWAY

JO

K

A

TH

ER

IN

E

LN

' R

/W

PA

V

ED

LOT 3 OF BOCAGE

(PB 14, PG 1)

RAINEY WILLIAM L &

ANITA H

LOT 2 OF BOCAGE

(PB 14, PG 1)

WHITE JOHN

MATTHEW & LARA

LOT 1 OF BOCAGE

(PB 14, PG 1)

BAKER NICHOLAS JOHN

Parcel ID 24-2S-21-42270-000-0190

CARROT TOP BEACH RENTALS LLC

O.R. 3204, PG. 3704

JO KATHERINE MEADOWS

PLAT BOOK 5, PAGE 49

LOT 15, BLOCK D

OWNER: REDELCO LLC

Parcel ID 24-2S-21-42270-000-0120

TIITF/AG-FORESTRY & GFWFC

O.R. 862, PG. 57

K

EN

A I C

IR

C

LE

R

/W V

A R

IE

S

- P A

V

ED

K

EN

A I C

IR

C

LE

R

/W V

A R

IE

S

- P A

V

ED

JA

C

K

SO

N 'S

R U

N R

/W V

A R

IE

S

THE NEIGHBORHOOD AT

MACK BAYOU

PLAT BOOK 13, PAGE 14

THE NEIGHBORHOOD AT

MACK BAYOU

PLAT BOOK 13, PAGE 14

MACK BAYOU RD

R/W VARIES - PAVED

24" RCP

18" RCP18" RCP

15" PC

P

18" RCP

8" PVC

8" PVC

18" RCP

8" PVC

8" PVC

8" PVC

8" PVC

8" PVC

14"CM10"CM +4+4+4

5"C M

+3+3+3

18"PALM

16"PALM12"CAMPHOR

5"CAMPHOR +4+3+3

C O

N C

D

R

IV

EW

A

Y

G R

A V

EL

D

R

IV

EW

A

Y

B R

IC

K

B R

IC

K

IC

V

A

SPH

A

LT

D R

IV

EW

A Y

SDMH

TOP=7.61

W INV.=3.74

N INV.=2.29

S INV.=3.15

INV.=4.64'

INV.=4.68'

SDMH

TOP=9.32

S INV.=5.61

W INV.=5.41

N INV.=5.53

M.E.S.

INV.=5.62

M.E.S.

INV.=5.66

INV.=3.79'

(PIPE BURIED)

INV.=5.37'

GRATED INLET

TOP=6.01

INV.=3.00

CATCH BASIN

TOP=7.71

INV.=2.96

INV.=5.85

M.E.S.

INV.=5.64

M.E.S.

INV.=5.69

M.E.S.

INV.=5.77

SITE B/M

SET 5/8" IRON ROD

NORTHING: 510875.665

EASTING: 1399602.491

ELEVATION: 6.28'

SSMH

TOP=7.01

N INV.=2.31

W INV.=5.19

S INV.=2.27

END OF PIPE NOT FOUND

SSMH

TOP=8.16

N INV.=0.94

W INV.=0.77

S INV.=0.82

SSMH

TOP=7.47

N INV.=0.28

W INV.=0.20

S INV.=0.37

E INV.=0.21

VAULT (LOCKED)

TOP=9.27

LIFT STATION (LOCKED)

TOP=9.48

VENT HOOK

PUMP CONTROLS

PUMP CONTROLS

SSMH

TOP=8.89

W INV.=1.04

S INV.=0.99

18"RCP

" P

C P

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

66'

31'

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

DETECTABLE

WARNINGS

(TYP.)

4" PVC

ASPHALT DRIVEWAY

147+00 148+00 149+00 150+00 151+00

WATER VALVE

END GRAVITY WALL

AND ALUMINUM RAILING

+44.00

PROPOSED GRAVITY WALL

(FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING

(ALUMINIM) (FDOT 515-062)

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+10.00

PROPOSED GRAVITY WALL

(FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING

(ALUMINIM) (FDOT 515-062)

END GRAVITY WALL

AND ALUMINUM RAILING

+60.00

PROPOSED GRAVITY WALL

(FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING

(ALUMINIM) (FDOT 515-062)

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+11.15

END GRAVITY WALL

AND ALUMINUM RAILING

+90.52

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+21.92

5' PAVED DRIVEWAY APRON

(TYP.)

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

WETLANDS

WETLANDS

WETLANDS WETLANDS

M

AT

C H

LI

N

E

ST

A.

+5

M

AT

C H

LI

N

E

ST

A.

+2

147+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

147+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

148+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

148+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

149+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

149+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

150+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

150+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

151+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

PROP. GUIDERAIL

GRAVITY WALL

PROP. GUIDERAIL

GRAVITY WALL

PROP. GUIDERAIL

GRAVITY WALL

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

W L

W L

W L

W L

W L

7.

7.

8.

8.

7.

7.

8.

7.

7.

7.

8.

7.

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

W L

WL WL WL WL WL WL WL WL WL WL WL

ELEC. BOX

SANDHILL PINES SIGN

CONC.

DRIVEWAY

CONC.

DRIVEWAY 10' BUFFER LINE (P)

15' DRAINAGE EASEMENT (P)

6" CONC. HEADWALL

TREE LINE

MACK BAYOU RD

R/W VARIES - PAVED

SA

N

D H

ILL PIN

ES D

R

40' R /W

- PA

V

ED

JO

K

A

TH

ER

IN

E

LN

' R

/W

PA

V

ED

SANDHILL PINES

PLAT BOOK 22, PAGE 78 SANDHILL PINES

PLAT BOOK 22, PAGE 78

C A

R

SO

N O

A K

S O W

N

ER

S A

SSO

C

IA

TIO

N

(B A

Y O

U A

C C

ESS - O

.R

. 2912, PG

. 3726)

LOT 6 OF BOCAGE (PB 14, PG. 1)

RICE CHARLES WILLIAM REV LIV TRST

BOCAGE

PLAT BOOK 14, PAGE 1

LOT 5 OF BOCAGE

(PB 14, PG 1)

MANNING JOHN A &

DANETTE F

LOT 4 OF BOCAGE

(PB 14, PG 1)

VILARDO JULIE

CHRISTIN

LOT 3 OF BOCAGE

(PB 14, PG 1)

RAINEY WILLIAM L &

ANITA H

LOT 2 OF BOCAGE

(PB 14, PG 1)

WHITE JOHN

MATTHEW & LARA

JO KATHERINE MEADOWS

PLAT BOOK 5, PAGE 49

LOT 15, BLOCK A

OWNER: FLANAGAN DAVID M

" R

CP

18" RCP

24" RCP

17"PINE

6"MAG6"MAG

6"MAG 6"PALM

12"PALM

9"MAG

4"MAG

C O

N C

D

R

IV

EW

A

Y

C O

N C

D

R

IV

EW

A

Y

C O

N C

D

R

IV

EW

A

Y

C O

N C

D

R

IV

EW

A

Y

10' LANDSCAPE BUFFER

INV.=1.62'

SDMH

TOP=7.61

W INV.=3.74

N INV.=2.29

S INV.=3.15

M.E.S.

INV.=5.59'

M.E.S.

INV.=5.10'INV.=4.36'

INV.=4.64'

INV.=2.25'

(PIPE BURIED)

18"RCP

18"RCP

" P

C P

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

65'

31'

ZICLA ZEBRA 9

LANE SEPERATOR

15' O.C. (TYP)

PROPOSED WIDENING

(TYP.)

DETECTABLE

WARNINGS

(TYP.)

GAS MARKER

(RELOCATE)

GAS MARKER

(RELOCATE)

WATER VALVE

WATER VALVE

151+00 152+00 153+00 154+00 155+00 156+00

FIBER OPTIC MARDER

CABLE BOX

PROP. PEDESTRIAN/BICYCLE RAILING

(ALUMINUM) ON EXIST. CONCRETE HEADWALL

(FDOT 515-062)

PROPOSED GRAVITY WALL (FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING (ALUMINIM) (FDOT 515-062)

END GRAVITY WALL

AND ALUMINUM RAILING

+29.91

BEGIN GRAVITY WALL

AND ALUMINUM RAILING

+21.92

5' PAVED DRIVEWAY APRON

(TYP.)

(ADJUST TO GRADE)

(ADJUST TO GRADE)

WETLANDS

M

AT

C H

LI

N

E

ST

A.

+2

M

AT

C H

LI

N

E

ST

A.

+9

151+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

152+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

152+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

153+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

153+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

154+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

154+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

155+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

155+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

7.

7.

7.

7.

8.

8.

8.

8.

8.

7.

7.

8.

8.

8.

8.

8.

7.

7.

7.

7.

7.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

LANE SEPERATOR

W L

W L

W L

PROP. GUIDERAIL

GRAVITY WALL

7.

7.

88 8.

8.

PROP. GUIDERAIL

GRAVITY WALL

7.

7.

83 8.

7.

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

BOAT RAMP

LEFT

CURVE

SIGN

LEFT CURVE

SIGN

LEFT C

U

R

VE

SIG

N

RIGHT

CURVE

SIGN

RIGHT

CURVE

SIGN

MACK BAYOU RD

R/W VARIES - PAVED

Parcel ID 24-2S-21-42000-037-0000

MACK FLORIDA LLC

O.R. 3196, PG. 1354

RETENTION

(COMMON AREA)

17' LANDSCAPE BUFFER &

DRAINAGE EASEMENT

SACRED OAKS - PHASE 2

PLAT BOOK 17, PAGE 46

(COMMON AREA)

LOT 24

SCHULTZ LORI

10"MAG

10"MAG

4"MAG +3+2

6"MAG

10"LO

12"LAUREL

12"LAUREL

13"LAUREL

18"LO

15"LO

30"C

ED

AR

12"LO

12"LAUREL

C O

N C

. D R

IV

EW

A Y

D

IR

T D R

IV

EW

A Y

DIRT DRIVEW

AY

SITE B/M

SET 5/8" IRON ROD

NORTHING: 513434.291

EASTING: 1399708.986

ELEVATION: 6.21'

EXIST. R/W

℄ MACK BAYOU ROAD

END TYPICAL SECTION MACK BAYOU ROAD

ASPHALT EXTENSION

STA. 100+00.00 TO 174+60.00

EXIST. R/W

EXIST. R/W

+70.85

12.50 LT.

39'

66' 21'

Parcel ID 24-2S-21-42000-015-0010

WHITE FAMILY TRUST

O.R. 2810, PG. 2282

SEWER VALVE

VAULT

FIRE HYDRANT &

WATER VALVE

ZICLA ZEBRA 9

LANE SEPERATOR

5+

176+00

177+00

178+00

179+00

180+00

POWER POLE

W/ GUY WIRE

CABLE BOX

EXISTING CONCRETE

PATH

EXISTING CONCRETE

CURB

EXISTING CONCRETE

PATH

MATCHLINE STA. 174+50

M

AT

C H

LI

N

E

ST

A.

+4

175+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

175+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

176+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

176+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

177+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

178+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

178+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

179+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040 177+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

6.

5.

5.

5.

6.

6.

5.

5.

5.

5.

6.

6.

6.

6.

5.

5.

6.

6.

6.

6.

5.

5.

6.

6.

6.

6.

5.

5.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

R

OW

R

OW

R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

STOP

CHILDREN

PLAYING

SIGN

DANGEROUS

CURVE SIGN

RIGHT ARROW

24" WOOD WALL/SIGN

(SACRED OAKS) 24" WOOD WALL/SIGN

(SACRED OAKS)

TREE LINE

BEACON POIN

T DR

40' R /W

Parcel ID 24-2S-21-42000-037-0000

MACK FLORIDA LLC

O.R. 3196, PG. 1354

LOT 35

BRIAN MUMM LOT 1 - PHASE 1

SIGLER BRITTANY LAUREN

SACRED OAKS - PHASE 1

PLAT BOOK 17, PAGE 46

MACK BAYOU RD

R/W VARIES - PAVED

10" PVC

6"MAG8"MAG

12"LO

28"PINE

12"LO 13"LO +12

22"LO

13"MAG26"LAUREL10"MAG

28"PINE

10"MAG+810"MAG10"MAG

BRICK

LOT 34

LOT 2

SSMH

TOP=6.55

W INV.= -2.22

EXIST. R/W

EXIST. R/W

EXISTING CONCRETE

PATH

℄ MACK BAYOU ROAD

65'

21'

FIBER OPTIC MARKER

BRICK

180+00 181+00 182+00 183+00 184+00

POWER POLE

POWER POLE

W/ GUY WIRE

CABLE BOX

MISC. ASPHALT

PAVEMENT (TYP.)

BEGIN TYPICAL SECTION MACK BAYOU ROAD

EXISTING CONCRETE CURB

EXISTING CONCRETE CURB

M

AT

C H

LI

N

E

ST

A.

+4

M

AT

C H

LI

N

E

ST

A.

+1

179+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

180+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

180+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

181+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

181+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

182+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

182+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

183+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

183+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

184+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

7.

7.

6.

6.

6.

6.

7.

7.

6.

6.

6.

6.

7.

7.

6.

7.

6.

6.

7.

7.

7.

7.

6.

6.

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

RIGHT

CURVE

SIGN

RIGHT

CURVE

SIGN

RIGHT

CURVE

SIGN

RIGHT

CURVE

SIGN

SPEED SIGN (35 MPH)

LIFT STATION

TOP=7.05' (LOCKED)

PUMP CONTROLSLIFT CABINET

TOP=6.90' (LOCKED)

6" CONC. HEADWALL

REMOVE EXIST. 6"

CONCRETE HEADWALL

TREE LINE

TREE LINE

TREE LINE

F.O.C. VAULT

Parcel ID 24-2S-21-42000-037-0000

MACK FLORIDA LLC

O.R. 3196, PG. 1354

25' WETLANDS BUFFER

17' LANDSCAPE BUFFER

SACRED OAKS - PHASE 2

PLAT BOOK 17, PAGE 46

LANDSCAPE BUFFER

(COMMON AREA)

LOT 33

MACK BAYOU RD

R/W VARIES - PAVED

10" PVC

24" R C

P

10" PVC

15"LO +10+10+12

13"LAUREL

26"LO

15"LO

30"LAUREL

30"PINE

28"LO

27"PINE

15"LAUREL 10"LAUREL 15"LAUREL

16"MAG

12"MAG

10"WTROAK

15"SWTGUM

14"SWTGUM

14"LAUREL 12"LO +10

14"WTROAK

16"PINE

28"CEDAR

20"SWTGUM

22"PINE

17"PINE

13"SWTGUM12"SWTGUM

6"MAG

5"MAG

5"MAG

17"PINE

17"PINE

6"MAG

26"PINE

6"MAG

8"MAG

DIRT

DRIVEWAY

INV.=2.12'

SITE B/M

SET 5/8" IRON ROD

NORTHING: 513491.285

EASTING: 1398443.072

ELEVATION: 7.94'

SSMH

TOP=8.78

N INV.= -1.49

E INV.= -1.56

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

EXIST. R/W

PROPOSED GRAVITY WALL (FDOT 400-011) AND

PEDESTRIAN/BICYCLE RAILING (ALUMINUM) (FDOT 515-062)

(SEE SHEET 28 FOR ADDITIONAL INFORMATION)

BEGIN GRAVITY WALL AND

ALUMINUM RAILING

+78.01

25.84 LT.

END GRAVITY WALL AND

ALUMINUM RAILING

+70.21

25.54 LT.

64'

21'

CONSTRUCT OPENING IN NEW GRAVITY

WALL FOR 24" RCP AT ELEV. = 2.31'

(FIELD VERITY LOCATION AND ELEVATION)

PROPOSED TYPE D CURB (TYP.)

(SEE DETAIL, SHEET 55 FOR LOCATIONS)

MISC. ASPHALT

PAVEMENT (TYP.)

POWER POLE

W/ GUY WIRES

R=60'

R=60'

R=68'

R=68'

R=60' R=68'

R=70'

R=68' R=60'

POWER POLE

W/ GUY WIRES

POWER POLE

W/ GUY WIRES

184+00

185+00

186+00

187+00

188+00

9+

CABLE BOX

FIRE HYDRANT &

WATER VALVE

(RELO

CATE)

WETLANDSBEGIN TYPICAL SECTION MACK BAYOU ROAD

STA. 185+24.00 TO 208+43.00

+23.97

18.01 LT.

EXISTING CONCRETE

PATH

EXISTING CONCRETE

CURB

M

AT

C H

LI

N

E

ST

A.

+1

MATCHLINE STA. 188+80

184+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

185+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

185+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

186+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

186+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

187+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

187+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

188+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

188+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

186+24.15

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

6.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

678.

8.

7.

91R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW R

OW

R

OW R

OW

R

OW R

OW

R

OW

R

OW

R

OW

R

OW

R

OW

PROP. GUIDERAIL

PROP. GUIDERAIL

EXIST. 24"

PIPE

GRAVITY WALL

GRAVITY WALL

PROP. GUIDERAIL

GRAVITY WALL

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

STOP SIGN

LEFT TURN SIGN

MACK BAYOU RD

R/W VARIES - PAVED

REARDEN WAY

40' R/W (PRIVATE)

REARDEN W

AY

40' R/W

(PRIVATE)

SACRED OAKS - PHASE 2

PLAT BOOK 17, PAGE 46

LA

N

D

SC

A

PE

B U

FF

ER

(C O

M M

O N

A

RE

A

LO

T 33

Parcel ID 24-2S-21-42250-000-00B0

JGS III INC

O.R. 3019, PG. 2720

10" PVC

" P

VC

10"LAUREL

24"LAU

R

EL16"LAUREL

25"LAUREL12"CHERRY18"LAUREL

26"LAUREL

23"LAUREL

BRICK

ENTRANCE

BRICK

ENTRANCE

SS

M

H

TO

P= 8.

N

IN

V.

-1

.4

E

IN

V.

-1 .5

SSMH

TOP=7.66

S INV.= -0.83

E INV.= -0.74

SSMH

TOP=6.73

W INV.= -0.57

EXIST. R/W

EXIST. R/W

PROP. 8' MULTI-USE TRAIL

℄ MACK BAYOU ROAD

50'

22'

R=68'

PROPOSED TYPE D CURB (TYP.)

(SEE DETAIL, SHEET 55 FOR LOCATIONS)

R=60' R=60' R=60'

R=68'R=68'

PO

W

ER

P

O

LE

W / G

U Y

W

IR

ES

POWER POLE

W/ GUY WIRES

POWER POLE

W/ GUY WIRES

WATER VALVES (3)

(ADJUST TO GRADE)

R=60' R=60'R=68'

R=68'

189+00 190+00 191+00 192+00 193+00

GAS MARKER

(RELOCATE)

MISC. ASPHALT

PAVEMENT (TYP.)

CABLE BOX

M

AT

C H

LI

N

E

ST

A.

+8

M

AT

C H

LI

N

E

ST

A.

+5

189+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

189+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

190+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

190+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

191+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

191+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

192+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

192+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

193+00.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

193+50.00

� CONST. MDFN BD\RX BL

0 10 20 30 40010203040

8.

8.

7.

7.

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7.

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8.

7.

7.

7.

7.

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8.

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8.

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8.

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8.

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7.

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8.

8.

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8.

7.

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OW

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OW

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R

OW

R

OW

R

OW

R

OW R

OW

R

OW

R

OW

R

OW R

OW

R

OW

R

OW

PAVED APRON

FDOT INDEX 330-001

PAVED APRON

FDOT INDEX 330-001

SCALE IN FEET

10 20 40

47155.004 11/11/2024

RMT

AMH

1" = 20'

PLAN AND

CROSS

SECTIONS

FI

LE

N

AM

E:

A

:\4 s\

5\

4\

PW

\C

AD

D \S he et s\ Ph as e

1\ R

D

XS

R D

-P ha se

.d w g

D

AT

E:

F eb ru ar y

, 2

5, T

IM

E:

1:

A M

, U

SE

R : a h5

HALFF ASSOCIATES, INC.

LICENSE NO.

2/12/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

AARON HARRISON PE

87629

CA 33380 FL

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

K

IL

LE

AR

N C

EN

TE

R B

LV

D

SU

IT

E

TA

LL

AH

AS

SE

E, F

LO

R

ID

A

TE

L.

(8

) 2

-4

1" = 20' HORIZONTAL

1" = 10' VERTICAL

1. DRAWING SCALE IS ONLY VALID FOR 22" x 34" SHEET. PLEASE REFER TO SCALE

BAR ABOVE.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS, ADJUSTMENTS,

AND/OR PROTECTION WITH THE AFFECTED UTILITY COMPANY.

3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

4. SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN REMOVAL/RELOCATION.

NOTES:

M

AC

K

BA

YO

U

R O

AD

PE

D

ES

TR

IA

N

IM

PR

O

VE

M

EN

TS

PH

AS

E

W

AL

TO

N

C O

U N

TY

, F

L.

LEGEND

PAVEMENT WIDENING

MILLING AND RESURFACING

8' TRAIL, 5' SIDEWALK (CONCRETE)

MISC. ASPHALT PAVEMENT

PAVED DRIVEWAY APRON

EXISTING WETLANDS

DETECTABLE WARNINGS

WL

WL

2/

/2

AD

DE

ND

UM

File details come from the government source that posted it. Updated .