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
The document is a set of detailed civil engineering plan and cross-section drawings for the Mack Bayou Road Pedestrian Improvements Phase 1 project in Walton County, Florida, prepared by Halff Associates, Inc. The project involves constructing a multi-use trail and improving Mack Bayou Road, spanning approximately 10,845 linear feet from near Monarch Drive to Harborview Road. The improvements include milling and resurfacing the existing roadway, adding an 8-foot multi-use trail, installing Zicla Zebra 9 lane separators, implementing Type D curbing with drainage slots, and making various roadside and utility adjustments. The contract duration is specified as 180 days for substantial completion, with an additional 30 days allocated for punch list completion.
The drawings provide comprehensive technical details about the project's road cross-sections, right-of-way configurations, elevation changes, and specific construction elements. The plans show proposed gravity walls, pedestrian/bicycle railings, driveway modifications, and utility relocations across multiple property parcels. The project appears to be funded through local government infrastructure improvements, with specific attention to pedestrian safety and road infrastructure enhancement. The drawings indicate careful consideration of existing landscape, wetlands, utility infrastructure, and property boundaries, with precise measurements and engineering specifications for each section of the roadway.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Mack_Bayou_Road_Pedestrian_Improvements_Phase_I_(Addendum_#7_Revision).pdf | ||
| Copy_of_MACK_BAYOU_ROAD_MULTI-USE_TRAIL_PHASE_1__Bid_Schedule_updated_.xlsx | XLSX spreadsheet | |
| Contract_No._25-04.pdf | ||
| UNAUTHORIZED_ALIENS.pdf | ||
| TRENCH_SAFETY_COMPLIANCE.docx | DOCX document | |
| PUBLIC_ENTITY_CRIMES.pdf | ||
| BID_FORM.docx | DOCX document | |
| FDOT_Grant_No._G2R99.pdf | ||
| Public_Construction_Bond.doc | DOC document | |
| TE_No_.1.pdf | ||
| 01_Final_Permit_453753-001-002-EE.pdf | ||
| Mack_Bayou_Phase_1_Plans.pdf |
Show all 12
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Text version
47155.004 11/11/2024
RMT
AMH
N/A
TYPICAL
SECTIONS
FI
LE
N
AM
E:
A
:\4 s\
5\
4\
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\C
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1\ Ty pi ca l S ec tio ns
-P ha se
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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
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
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.
REMOVE EXIST.
ASPHALT PAVEMENT
AND BASE
6'
FULL DEPTH
SAWCUT
SHOULDER TREATMENT 1
(FDOT INDEX NO. 570-010)
2/
/2
AD
DE
ND
UM
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
IV
EW
A
Y
G R
A V
EL
D
R
IV
EW
A
Y
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
AT
C H
LI
N
E
ST
A.
+3
M
AT
C H
LI
N
E
ST
A.
+0
118+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
119+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
120+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
120+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
121+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
121+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
122+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
122+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
123+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
119+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
.8
.8
.6
.6
.6
.3
.4
.4
.4
.4
.4
.4
.2
.2
.2
.9
.0
.0
.0
.0
.2
.2
.0
.0
.0
.7
.8
.8
.8
.8
.9
.9
.7
.7
.7
.5
.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.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
.5
.5
.3
.3
.3
.1
.2
.2
.2
.1
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
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
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
U N
TY
PR
O
PER
TY
O
.R
. 3287, PG
. 304
Parcel ID 25-2S-21-42350-000-0100
ALI GLADIS
O.R. 3215, PG. 896
E M
A C
K B
A Y
O U
D R
' R
/W
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
N C
D
R
IV
EW
A
Y
A
SPH
A
LT
D R
IV
EW
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
LI
N
E
ST
A.
+6
M
AT
C H
LI
N
E
ST
A.
+1
132+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
133+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
133+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
134+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
134+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
135+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
135+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
136+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
136+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
137+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
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.
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.
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.
7.
7.
7.
72R
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
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
WATER METER
CLUSTER
GATEGATE
MACK BAYOU RD
R/W VARIES - PAVED
K
EN
A I C
IR
C
LE
R
/W V
A R
IE
S
- P A
V
ED
10' LA
N
D
SC
A
PE B
U
FFER10
' L A
N D
SC
A
PE
B
U
FF
ER
10' LANDSCAPE BUFFER
PRESERVATION AREA (P)
BUNGALOS AT SANDESTIN
PLAT BOOK 16, PAGE 44
D R
A
IN
A G
E
U
TI
LI
TY
E A
SE
M
EN
T
(P
LOT 2462
' G
O V
ER
N
M
EN
T A
C C
ES
S
U
TI
LI
TY
E
A
SE
M
EN
T (P
ER
P
LA
T
O F
SA
N
TA
R
O
SA
P
LA
N
TA
TI
O
N
PL
A
T B
O O
K
, P A
G E
4)
LOT 20,BLOCK A
LOT 21, BLOCK A
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. Mack Bayou BL
0 10 20 30 40010203040
142+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
143+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
143+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
144+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
144+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
145+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
145+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
146+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
146+50.00
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
147+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
148+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
148+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
149+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
149+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
150+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
150+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
151+00.00
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
152+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
152+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
153+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
153+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
154+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
154+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
155+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
155+50.00
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
175+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
176+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
176+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
177+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
178+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
178+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
179+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040 177+50.00
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
180+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
180+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
181+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
181+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
182+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
182+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
183+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
183+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
184+00.00
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
185+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
185+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
186+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
186+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
187+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
187+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
188+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
188+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
186+24.15
CONST. Mack Bayou 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. Mack Bayou BL
0 10 20 30 40010203040
189+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
190+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
190+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
191+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
191+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
192+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
192+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
193+00.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
193+50.00
CONST. Mack Bayou BL
0 10 20 30 40010203040
8.
8.
7.
7.
7.
7.
8.
8.
7.
7.
7.
7.
8.
8.
7.
7.
7.
7.
8.
8.
8.
8.
8.
7.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
8.
8.
8.
8.
7.
7.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
8.
8.
8.
8.
8.
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
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 .