MOT_Sketch_CR395.pdf
PDF 6 MB Posted
- Solicitation number
- 25-23
- Issued by
- Walton County, Florida
About this file
This is a project layout sketch for the CR 395 North Road Reconstruction Multi-Use Path Project in Walton County, Florida, depicting comprehensive roadway improvements along approximately 7,200 linear feet of County Road 395 North in Santa Rosa Beach. The project design includes a 22-foot proposed roadway with a 10-foot multi-use asphalt path, various lane configurations ranging from 11 to 22 feet in width, and design speeds of 20 to 40 miles per hour depending on project segments. The sketch identifies 72 distinct wetland impact areas totaling approximately 0.922 acres across the project corridor, with wetland impacts ranging from 24 square feet to 5,945 square feet per area. The project alignment extends from station 0+00.00 to station 75+81, with major features including a reconstructed flume outfall with pedestrian grate, stop bars with double yellow centerline stripes and single white edge stripes, thermoplastic directional arrows and crosswalk markings per FDOT standards, timber retaining walls, and special emphasis crosswalk markings at critical intersections. Multiple permit set sheets (P-01 through P-26) are referenced throughout the drawing for detailed specifications, and the project includes provisions for temporary lane closures and detour routes between stations 43+00 and 66+25.
The estimated total construction cost is $3,359,370.57, including a construction cost subtotal of $3,139,598.67 with allocated amounts for bonds (maximum 2% at $62,791.97) and mobilization (maximum 5% at $156,979.93). The contract duration is 365 days for substantial completion with an additional 30 days for punch list completion. Bidders must be prequalified by the Florida Department of Transportation in work classes including drainage, flexible paving, grading, grassing, pavement marking, and roadway signage. Environmental permits from the Northwest Florida Water Management District and Florida Department of Environmental Protection have been secured, with wetland mitigation accomplished through the purchase of 0.56 credits from the Nokuse Plantation Mitigation Bank. The non-mandatory pre-bid conference is scheduled for September 8, 2025, at 8:30 am, with bids due October 1, 2025, at 3:30 pm. Liquidated damages are assessed at $2,667 per day for failure to achieve substantial completion and $1,333 per day for final completion delays. Project funding is provided through Walton County's annual appropriation, and the county reserves the right to reject any or all bids.
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Text version
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
N. CO. HWY. 395 N. CO. HWY. 395
SF SF
SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
REFER TO PERM
IT SET SHEET P-01
REFER TO PERM
IT SET SHEET P-02
REFER TO PERM
IT SET SHEET P-02
REFER TO PERM
IT SET SHEET P-03
REFER TO PERM
IT SET SHEET P-03
REFER TO PERM
IT SET SHEET P-04
REFER TO PERM
IT SET SHEET P-04
REFER TO PERM
IT SET SHEET P-05
WETLAND IMPACT
AREA 01 = 3,288 SF±
(0.0754 AC±)
WETLAND IMPACT
AREA 02 = 1,164 SF±
(0.0267 AC±)
WETLAND IMPACT
AREA 05 = 5,015 SF±
(0.1151 AC±)
WETLAND IMPACT
AREA 04 = 2,589 SF±
(0.0594 AC±)
WETLAND IMPACT
AREA 07 = 5,513 SF±
(0.1266 AC±)
WETLAND IMPACT
AREA 06 = 3,255 SF±
(0.0747 AC±)
WETLAND IMPACT
AREA 09 = 5,606 SF±
(0.1287 AC±)
WETLAND IMPACT
AREA 08 = 3,347 SF±
(0.0768 AC±)
WETLAND IMPACT
AREA 03 = 2,592 SF±
(0.0596 AC±)
M 1-6
M 3-1
R
EPLAC
E
EXISTIN
G
M 1-
M
6-
M 2-
M
1-
KEEP
W
ALTON
BEAU
T
IFUL
KEEP
W
ALTO
N
BEAU
TIFU
L
H
IG
H W
A Y
FLO
R
ID
A
SC
EN
IC
H
IG
H
W
AY
R 2-1
B/W
10' MULTII-USE PATH
22' PROPOSED
ROADW
AY100' RIGHT-OF-W
AY
22' 10' M
ULTI-USE PATH
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
BEGIN PROJECT
ALIGNMENT=CR-395
STATION=0+00.00
OFFSET=0.00
NORTHING=497377.70
EASTING=1454616.60
BEGIN NEW CONSTRUCTION
SAWCUT EXISTING ASPHALT
MEET AND MATCH ELEVATIONS
AND SLOPES
ALIGNMENT=CR-395
STATION=4+06.59
OFFSET=0.00R
NORTHING=497671.39
EASTING=1454897.77
STA 0+00.00
DESIGN SPEED = 40 mi/h
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT
M
AT
CH
L
IN
E
- 1
AT
S
TA
TI
ON
+7 5.
NE
XT
S
HE
ET
N
UM
BE
R:
C 5.
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
E. POINT
W
ASHINGTON RD
N. CO. HWY. 395 N. CO. HWY. 395
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SFSF SF SF SF
SF
REFER TO PERM
IT SET SHEET P-05
REFER TO PERM
IT SET SHEET P-06
REFER TO PERM
IT SET SHEET P-06
REFER TO PERM
IT SET SHEET P-07
REFER TO PERM
IT SET SHEET P-07
REFER TO PERM
IT SET SHEET P-08
REFER TO PERM
IT SET SHEET P-08
REFER TO PERM
IT SET SHEET P-09
REFER TO PERM
IT SET SHEET P-09
REFER TO PERM
IT SET SHEET P-10
WETLAND IMPACT
AREA 09 = 5,606 SF±
(0.1287 AC±)
WETLAND IMPACT
AREA 08 = 3,347 SF±
(0.0768 AC±)
WETLAND IMPACT
AREA 11 = 5,945 SF±
(0.1365 AC±)
WETLAND IMPACT
AREA 10 = 3,110 SF±
(0.0714 AC±)
WETLAND IMPACT
AREA 14 = 5,774 SF±
(0.1326 AC±)
WETLAND IMPACT
AREA 13 = 2,685 SF±
(0.0616 AC±)
WETLAND IMPACT
AREA 12 = 498 SF±
(0.0114 AC±)
WETLAND IMPACT
AREA 18 = 1,419 SF±
(0.0326 AC±)
WETLAND IMPACT
AREA 15 = 1,868 SF±
(0.0429 AC±)
WETLAND IMPACT
AREA 16 = 1,248 SF±
(0.0287 AC±)
WETLAND IMPACT
AREA 17 = 3,005 SF±
(0.0690 AC±)
WETLAND IMPACT
AREA 19 = 1,871 SF±
(0.0430 AC±)
WETLAND IMPACT
AREA 20 = 800 SF±
(0.0184 AC±)
WETLAND IMPACT
AREA 21 = 2,921 SF±
(0.0671 AC±)
WETLAND IMPACT
AREA 22 = 1,154 SF±
(0.0265 AC±)
R1-1
24" STOP BAR
& DOUBLE YELLOW
STRIPES
22' PROPOSED
ROADW
AY
10' M
ULTI-USE
PATH
35'
22'
34'
43'
43'
12'
43'
20' 12'
12'
20'
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
DR-202
DR-201
DR-101
DR-109
DR-110
DR-102
DR-103
DR-104
DR-105 DR-106
DR-111
DR-112 DR-115
DR-107 DR-108
DR-208
DR-111-1
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT
END OF ROAD
SIGNAGE
RECONSTRUCT FLUME OUTFALL
INSTALL PEDESTRIAN GRATE OVER CONCRETE FLUME
M
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- 1
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
40'0' 20' 80'
SCALE: 1" = 40'
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
C5.1
PROJECT LAYOUT
WLT
RAM
JULY 2025
50084172
RAM
BID SET
CR
N
OR
TH
R
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RE
CO
NS
TR
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CO
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IS
SI
ON
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W
AL
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N
CO
UN
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FL
OR
ID
A
LEGEND
PROPOSED ROADWAY
WETLAND IMPACTS
RUDOLPH A. MALL, P.E. 94479
AutoCAD SHX Text E
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AutoCAD SHX Text S
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AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text V
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
STATE PARK
AutoCAD SHX Text
EDEN GARDENS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JCT
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
AutoCAD SHX Text T
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AutoCAD SHX Text W
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AutoCAD SHX Text
STOP
rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Rectangle rmall Rectangle rmall Rectangle rmall Typewritten Text
TEMPORARY LANE (NORTHBOUND)
rmall Typewritten Text
TEMPORARY LANE (SOUTHBOUND)
rmall Typewritten Text
TEMPORARY LANE WIDENING (6" THICK ASPH. MILLING)
rmall Callout
10-FT TEMPORARY
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PARADISE LN.
N. CO. HWY. 395
SCHOOL
SF SF SF SF SF
SFSF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF
SF
REFER TO PERM
IT SET SHEET P-10
REFER TO PERM
IT SET SHEET P-11
REFER TO PERM
IT SET SHEET P-11
REFER TO PERM
IT SET SHEET P-12
REFER TO PERM
IT SET SHEET P-12
REFER TO PERM
IT SET SHEET P-13
REFER TO PERM
IT SET SHEET P-13
REFER TO PERM
IT SET SHEET P-14
REFER TO PERM
IT SET SHEET P-14
REFER TO PERM
IT SET SHEET P-15
WETLAND IMPACT
AREA 28 = 285 SF±
(0.0065 AC±)
WETLAND IMPACT
AREA 23 = 2,919 SF±
(0.0670 AC±) WETLAND IMPACT
AREA 25 = 2,651 SF±
(0.0609 AC±)
WETLAND IMPACT
AREA 24 = 568 SF±
(0.0130 AC±)
WETLAND IMPACT
AREA 26 = 2,500 SF±
(0.0575 AC±)
WETLAND IMPACT
AREA 27 = 507 SF±
(0.0116 AC±)
WETLAND IMPACT
AREA 31 = 321 SF±
(0.0074 AC±)
WETLAND IMPACT
AREA 29 = 1,098 SF±
(0.0252 AC±)
WETLAND IMPACT
AREA 30 = 1,503 SF±
(0.0345 AC±)
WETLAND IMPACT
AREA 32 = 876 SF±
(0.0201 AC±)
WETLAND IMPACT
AREA 33 = 1,724 SF±
(0.0396 AC±)
WETLAND IMPACT
AREA 34 = 507 SF±
(0.0116 AC±)
WETLAND IMPACT
AREA 35 = 577 SF±
(0.0132 AC±)
ED
EN
G
AR
D
EN
S
STATE PAR
K
EN
TR
AN
C
E 1,000 FT
R 2-
B/
W
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R 2-1
B/W20'
44'
20'
44'
12'
44'
34'
32'
12'
44'
20'
47'
12'
44'
22' PROPOSED
ROADW
AY
22'
10' M
ULTI-USE
PATH
12'
R 2-5A
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
STA 33+50.00
DESIGN SPEED = 30 mi/h
DR-115 DR-117 DR-118DR-116
DR-119
DR-125
DR-120
DR-126
DR-123
DR-124
DR-127 DR-128 DR-129 DR-130
DR-203
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT REPAINT "SCHOOL" MARKING
M
AT
CH
L
IN
E
- 2
AT
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TA
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ON
+5 0.
PR
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US
S
HE
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N
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R:
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M
AT
CH
L
IN
E
- 3
AT
S
TA
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+2 5.
NE
XT
S
HE
ET
N
UM
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R:
C 5.
R/W
R/W
R/W R/W
R/W R/W R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
EDENS LANDING CIR.
GILM
ORE RD.
N. CO. HWY. 395
ED
EN
S
GA
RD
EN
S
ST
AT
E
PA
RK
BAY ELEMENTARY
N. CO. HWY. 395
SF
SF
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF
SF SF
SF
SF SF SF
SF SF
SF SF
SF
SF SF SF SF SF SF SF
REFER TO PERM
IT SET SHEET P-15
REFER TO PERM
IT SET SHEET P-16
REFER TO PERM
IT SET SHEET P-16
REFER TO PERM
IT SET SHEET P-17
REFER TO PERM
IT SET SHEET P-17
REFER TO PERM
IT SET SHEET P-18
REFER TO PERM
IT SET SHEET P-18
REFER TO PERM
IT SET SHEET P-19
WETLAND IMPACT
AREA 37 = 1,799 SF±
(0.0413 AC±)
WETLAND IMPACT
AREA 38 = 1,377 SF±
(0.0316 AC±)
WETLAND IMPACT
AREA 40 = 1,379 SF±
(0.0317 AC±)
WETLAND IMPACTAREA 39 = 935 SF±
(0.0215 AC±)
WETLAND IMPACT
AREA 43 = 734 SF±
(0.0169 AC±)
WETLAND IMPACT
AREA 41 = 484 SF±
(0.0111 AC±)
WETLAND IMPACT
AREA 42 = 439 SF±
(0.0101 AC±)
WETLAND IMPACT
AREA 44 = 46 SF±
(0.0011 AC±)
WETLAND IMPACT
AREA 46 = 1,271 SF±
(0.0290 AC±)
WETLAND IMPACT
AREA 45 = 891 SF±
(0.0205 AC±)
WETLAND IMPACT
AREA 48 = 178 SF±
(0.0041 AC±)
WETLAND IMPACT
AREA 49 = 800 SF±
(0.0184 AC±)
WETLAND IMPACT
AREA 50 = 215 SF±
(0.0049 AC±)
WETLAND IMPACT
AREA 47 = 220 SF±
(0.0005 AC±)
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
ED
EN
G
AR
D
EN
S
STATE PAR
K N
EXT LEFT
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
S5-1
S5 -2
THERMOPLASTIC
DIRECTIONAL ARROW
PER FDOT INDEX 711-001
THERMOPLASTIC
24" STOP BAR
PER FDOT INDEX 711-001
SPECIAL EMPHASIS CROSS WALK MARKINGSPER FDOT INDEX 711-001
DOUBLE 6" YELLOW
THERMOPLASTIC STRIPES
SINGLE 6" WHITE
THERMOPLASTIC STRIPE
33' PROPOSED
ROADW
AY W
IDENING
11' THRU LANE
11' LEFT TURN LANE
11' THRU LANE
22'
10' M
ULTI-USE PATH
R45'
11' GORE AREA
R45
R45'
400' TRAFFIC STORAGE
50' TAPER
RAISED DETECTABLE WARNING
RAISED DETECTABLE WARNING
12'
44'
12'
38'
20'
29'
38'
33'
12'
34'
12'
34'
11' LEFT TURN LANE
11' THRU LANE
11' THRU LANE
11' GORE AREA
11' THRU LANE
10' M
ULTI-USE
PATH
11' THRU LANE
26'
33'
12'
33'
12'
34'
R 1-
R 1-1
24" STOP BAR
35+00
36+00
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00
DR-133
DR-134
DR-141
DR-142
DR-139
DR-140
DR-135
DR-136
DR-137
DR-138
DR-131
DR-132
DR-129
DR-130
R47'
DR-164
DR-163
DR-161
DR-207
DR-207-1
DR-171
DR-172DR-203
DR-204
DR-206
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT
M
AT
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IN
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- 3
AT
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+2
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54321
B
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D
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
40'0' 20' 80'
SCALE: 1" = 40'
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
C5.2
PROJECT LAYOUT
WLT
RAM
JULY 2025
50084172
RAM
BID SET
CR
N
OR
TH
R
OA
D
RE
CO
NS
TR
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M
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CO
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M
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W
AL
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N
CO
UN
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FL
OR
ID
A
LEGEND
PROPOSED ROADWAY
WETLAND IMPACTS
RUDOLPH A. MALL, P.E. 94479
AutoCAD SHX Text T
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SHED
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ENTRANCE 1,000 FT
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EDEN GARDENS
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STATE PARK
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SPEED
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LIMIT
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STOP
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SPEED
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LIMIT
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REDUCED
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SPEED
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AHEAD
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STOP
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NEXT LEFT
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EDEN GARDENS
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STATE PARK
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STOP
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SPEED
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LIMIT
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SCHOOL
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WHEN
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FLASHING
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END
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ZONE
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STOP
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STOP
rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Polygon rmall Line rmall Typewritten Text
ONE LANE CLOSURE
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NO LANE CLOSURE
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DETOUR ROUTE FOR NB/SB WORK STA: 43+00 TO 66+25
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BI
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K
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SCHOOL RD.
N. CO. HWY. 395
(CYPRESS SWAMP)
SF
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SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
REFER TO PERMIT SET SHEET P-19
REFER TO PERMIT SET SHEET P-20
REFER TO PERM
IT SET SHEET P-20
REFER TO PERM
IT SET SHEET P-21
REFER TO PERM
IT SET SHEET P-21
REFER TO PERM
IT SET SHEET P-22
REFER TO PERM
IT SET SHEET P-22
REFER TO PERM
IT SET SHEET P-23
REFER TO PERMIT SET SHEET P-23
REFER TO PERMIT SET SHEET P-24
WETLAND IMPACT
AREA 48 = 178 SF±
WETLAND IMPACT
AREA 52 = 2,205 SF±(0.0506 AC±)
WETLAND IMPACT
AREA 51 = 1865 SF±(0.043 AC±)
WETLAND IMPACT
AREA 54 = 811 SF±
(0.0186 AC±)
WETLAND IMPACT
AREA 53 = 1988 SF±
(0.0.46 AC±)
WETLAND IMPACT
AREA 55 = 774 SF±
(0.0178 AC±)
WETLAND IMPACT
AREA 56 = 922 SF±
(0.021 AC±)
WETLAND IMPACT
AREA 57 = 24 SF±
(0.0006 AC±)
WETLAND IMPACT
AREA 58 = 417 SF±
(0.0095 AC±)
WETLAND IMPACT
AREA 59 = 361 SF±
(0.0083 AC±)
WETLAND IMPACT
AREA 60 = 144 SF±
(0.0033 AC±)
WETLAND IMPACT
AREA 61 = 543 SF±
(0.012 AC±)
WETLAND IMPACT
AREA 64 = 75 SF±
(0.0017 AC±)
WETLAND IMPACT
AREA 65 = 1,601 SF±
(0.0368 AC±)
WETLAND IMPACT
AREA 47 = 220 SF±
(0.0005 AC±)
WETLAND IMPACT
AREA 62 = 147 SF±
(0.0034 AC±)
WETLAND IMPACT
AREA 63 = 383 SF±
(0.0088 AC±)
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R1-1S5 -1
S5-2
TIMBER RETAINING WALL
10' MULTI-USE
PATH
12'
35'
36'
36'
24'
36' 12'
36'
16'
42'
21'
22' PROPOSED
ROADW
AY
6'
10' M
ULTI-USE
PATH
24" STOP BAR
R1 -1
24" STOP BAR
R1-1
47+00
48+00
49+00
50+00
51+00 52+00 53+00 54+00
55+00
56+00
57+00
58+00
59+00
DR-143
DR-144 DR-147 DR-148
DR-145
DR-146
DR-153
DR-154
DR-168DR-167
DR-166DR-165
SPECIAL EMPHASIS CROSS WALK MARKINGS
PER FDOT INDEX 711-001
CONCRETE RIBBON CURB
DR-172
R 2-1
B/W
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENTMA
TC
H
LIN
E
- 4
AT
S
TA
TI
ON
+0 0.0
PR
EV
IO
US
S
HE
ET
N
UM
BE
R:
C
5.2
MATCH LINE - 5
AT STATION - 58+75.00
NEXT SHEET NUMBER: C5.3
R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R /W
R /W
R /W
R /W
R /W
EDEN DR.
CAM
ELLIA COVE
N. CO. HWY. 395
N. CO. HWY. 395
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF SF SF SF
SF SF SF SF
REFER TO PERM
IT SET SHEET P-24
REFER TO PERM
IT SET SHEET P-25
REFER TO PERM
IT SET SHEET P-25
REFER TO PERM
IT SET SHEET P-26
REFER TO PERM
IT SET SHEET P-26
WETLAND IMPACT
AREA 65 = 1,601 SF±
(0.0368 AC±)
WETLAND IMPACT
AREA 66 = 671 SF±
(0.0154 AC±)
WETLAND IMPACT
AREA 67 = 2,586 SF±
(0.0594 AC±)
WETLAND IMPACT
AREA 68 = 150 SF±
(0.0034 AC±)
WETLAND IMPACT
AREA 69 = 2,460 SF±
(0.0565 AC±)WETLAND IMPACT
AREA 70 = 128 SF±
(0.0029 AC±)
WETLAND IMPACT
AREA 72 = 131 SF±
(0.0030 AC±)
WETLAND IMPACT
AREA 71 = 847 SF±
(0.0195 AC±)
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R1-1 24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
12" STANDARD CROSS WALK
STRIPES PER FDOT INDEX 711-001
R1-1
12" CROSS WALK
STRIPES
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
21'
36'
12'
37'
39'
12'
39'
20'
29'
24'
29'
24'
29'
12'
29'
22' PROPOSED
ROADW
AY
6'
10' M
ULTI-USE
PATH
24" STOP BAR
R 1-
59+00 60+00
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
21' RESURFACE
ROADW
AY
END NEW CONSTRUCTION
BEGIN RESURFACING EXISTING
ROADWAY
ALIGNMENT=CR-395
STATION=59+06.59
OFFSET=0.00
NORTHING=501223.39
EASTING=1458966.89
DR-170
DR-169
SPECIAL EMPHASIS CROSS WALK MARKINGS
PER FDOT INDEX 711-001
12" STANDARD CROSS WALK
STRIPES PER FDOT INDEX 711-001
12" STANDARD CROSS WALK
STRIPES PER FDOT INDEX 711-001
SPECIAL EMPHASIS CROSS WALK MARKINGS
PER FDOT INDEX 711-001
SPECIAL EMPHASIS CROSS WALK MARKINGS
PER FDOT INDEX 711-001
5' CONCRETE SIDEWALK
LAYOUT TO BE FIELD VERIFIED BY OWNER
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT
M
AT
CH
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- 5
AT
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+7 5.
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
40'0' 20' 80'
SCALE: 1" = 40'
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
C5.3
PROJECT LAYOUT
WLT
RAM
JULY 2025
50084172
RAM
BID SET
CR
N
OR
TH
R
OA
D
RE
CO
NS
TR
UC
TI
ON
M
UL
TI
U
SE
P
AT
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BO
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C
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CO
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M
IS
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S
W
AL
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N
CO
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FL
OR
ID
A
LEGEND
PROPOSED ROADWAY
WETLAND IMPACTS
RUDOLPH A. MALL, P.E. 94479
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SPEED
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LIMIT
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SCHOOL
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WHEN
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FLASHING
AutoCAD SHX Text
END
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SCHOOL
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ZONE
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AutoCAD SHX Text
WOOD
AutoCAD SHX Text
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AutoCAD SHX Text
CONCRETE MONUMENT
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STOP
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rmall Typewritten Text
DETOUR ROUTE FOR NB/SB WORK STA: 43+00 TO 66+25
rmall Arrow rmall Arrow
R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
CHOCTAWHATCHEE
BAY
N. CO. HWY. 395
SF SF SF SF SF
SF SF SF
R 2-
B/
W
29'
12'
29'
70+00 71+00 72+00 73+00 74+00 75+00 75+81
END RESURFACING
ALIGNMENT=CR-395
STATION=71+76.07
OFFSET=0.01R
NORTHING=502475.74
EASTING=1459166.28
STA:71+62.12
OFF:21.84'R
DOUBLE YELLOW
STRIPES ALONG CENTERLINE
SINGLE WHITE STRIPE
ALONG EDGE OF PAVEMENT
M
AT
CH
L
IN
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- 6
AT
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TA
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+5 0.
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B
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
40'0' 20' 80'
SCALE: 1" = 40'
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
C5.4
PROJECT LAYOUT
WLT
RAM
JULY 2025
50084172
RAM
BID SET
CR
N
OR
TH
R
OA
D
RE
CO
NS
TR
UC
TI
ON
M
UL
TI
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P
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CO
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M
IS
SI
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W
AL
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CO
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FL
OR
ID
A
LEGEND
PROPOSED ROADWAY
WETLAND IMPACTS
FDOT INDEX 711-002 BICYCLE
PAVEMENT MARKINGS
RUDOLPH A. MALL, P.E. 94479
AutoCAD SHX Text T
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File details come from the government source that posted it. Updated .