448607-1-54-01_Walling_Road_Roadway_Plans_2024-03-21_S&S.pdf
PDF 5 MB Posted
- Attached to
- Walling Road Resurfacing Project
- Solicitation number
- 24-034
- Issued by
- Charles County, Florida
About this file
The document is a set of roadway plans for the Walling Road Resurfacing Project in Santa Rosa County, Florida, prepared by Volkert, Inc. for the Florida Department of Transportation (FDOT). The project involves resurfacing Walling Road in two segments: from Spanish Trail to 80' south of Bucks Way (Segment 1) and from 80' south of Bucks Way to Greenwood Road (Segment 2). The project spans approximately 189.31 linear miles, with a financial project ID of 448607-1-54-01 and contract number 20-006. The plans detail roadway improvements including pavement overlay, full reconstruction in specific sections, drainage structure modifications, and environmental considerations with multiple wetland areas noted throughout the project corridor.
The project involves multiple technical specifications, including Type B stabilization, Optional Base Group 6, and Superpave Asphalt Concrete (Traffic C, PG76-22). The construction will require clearing and grubbing approximately 4.04 acres, with performance turf and erosion control measures specified. The temporary traffic control plan includes two phases of work, each approximately 45 days long, with maintenance of traffic throughout the project. The plans indicate specific environmental sensitivities, with numerous notes instructing contractors not to disturb environmentally sensitive lands. The project will utilize standard FDOT specifications from July 2023 and will require careful management of existing drainage structures, including removing and replacing several culverts and endwalls while minimizing impact on wetland areas.
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ROADWAY PLANS
NO.
SHEET
YEAR
FISCAL
WALLING ROAD
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
CONTRACT NO.
CONSTRUCTION
SHEET DESCRIPTIONSHEET NO.
JOHN J. STUDSTILL, P.E.
PROJECT MANAGER:
SANTA ROSA COUNTY
INDEX OF ROADWAY PLANS
GOVERNING STANDARD SPECIFICATIONS:
CONTRACT PLANS COMPONENTS
ENGINEER OF RECORD:
ROADWAY PLANS
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, JULY 2023 Standard Specifications
GOVERNING STANDARD PLANS:
LOCATION OF PROJECTSANTA ROSA COUNTY
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
Florida Department of Transportation, FY2023-24 Standard Plans for Road and
Bridge Construction and applicable Interim Revisions (IRs).
Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans
FINANCIAL PROJECT ID 448607-1-54-01
STATE OF
No 85563
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
N O
S
DRAHCIR LE
U N
A M
SANTA ROSA COUNTY
SUMMARY OF QUANTITIES
TEMPORARY TRAFFIC CONTROL PLAN
DRAINAGE STRUCTURES DETAIL
ROADWAY PLAN
GENERAL NOTES
TYPICAL SECTION DETAIL
TYPICAL SECTION
KEY SHEET
16 - 19
13 - 14
6 - 12
2 - 3
STA. 100+80.92
BEGIN SEGMENT 1
BEGIN PROJECT
STA. 234+00.00
BEGIN SEGMENT 2
END SEGMENT 1
STA. 290+11.58
END SEGMENT 2
END PROJECT
SEGMENT 2-80' SOUTH OF BUCKS WAY TO GREENWOOD ROAD
SEGMENT 1-SPANISH TRAIL TO 80' SOUTH OF BUCKS WAY
RESURFACING FROM SPANISH TRAIL TO GREENWOOD ROAD
ON ANY ELECTRONIC COPIES.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
CONTRACT NO.: 20-006
MAITLAND, FL 32751
2300 MAITLAND CENTER PARKWAY, SUITE 320
VOLKERT, INC.
P.E. NO.: 85563
MANUEL RICHARDSON, P.E.
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SANTA ROSA N/A
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
COUNTY
SANTA ROSA
TYPICAL SECTION
NATURAL GROUND
NATURAL GROUND
R/W LINER/W LINE
EXISTING
MATCH
EXISTING
MATCH
TRAVEL LANE TRAVEL LANE
SB NB
±10'
R/W VARIES (25' MIN.) R/W VARIES (25' MIN.)
£ CONST. WALLING ROAD
±10'
2' UNPVD SHLDR. 2' UNPVD SHLDR.
CONSTRUCTION
LIMITS OF
2' 2'
CONSTRUCTION
LIMITS OF
STA. 270+75.00 TO STA. 290+11.58
STA. 127+79.61 TO STA. 270+25.00
STA. 123+50.00 TO STA. 127+08.45
STA. 100+80.92 TO STA. 122+50.00
WALLING RD
TYPICAL SECTION 1
(STANDARD PLANS INDEX 570-010)
2'-8" SHLDR. TREATMENT II
(STANDARD PLANS INDEX 570-010)
2'-8" SHLDR. TREATMENT II
PAVEMENT OVERLAY
±20'
OVERLAY PAVEMENT
EXISTING TRAVEL LANES
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2") (PG 76-22)
TYPE SP LEVELING COURSE (1")
GRUBBING
CLEARING &
GRUBBING
CLEARING &
14'-8" 14'-8"
4'-8" 4'-8"
0.06 0.06
1:6 1:6
TRAFFIC DATA
POSTED SPEED = 35 MPH
DESIGN SPEED = 35 MPH
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ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
COUNTY
SANTA ROSA
NATURAL GROUND
NATURAL GROUND
R/W LINER/W LINE
TRAVEL LANE TRAVEL LANE
SB NB
10'
R/W VARIES (25' MIN.) R/W VARIES (25' MIN.)
TRAFFIC DATA
POSTED SPEED = 35 MPH
DESIGN SPEED = 35 MPH
10'
2' UNPVD SHLDR. 2' UNPVD SHLDR.
0.020.02
20'
FULL RECONSTRUCTION
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3") (PG 76-22)
OPTIONAL BASE GROUP 6 WITH
12"
LBR 40
TYPE B STABILIZATION
2'2'
£ CONST. WALLING ROAD
STA. 270+25.00 TO STA. 270+75.00
STA. 122+50.00 TO STA. 123+50.00
WALLING RD
TYPICAL SECTION 2
TYPICAL SECTION
CONSTRUCTION
LIMITS OF
CONSTRUCTION
LIMITS OF
14'-8"
4'-8"
GRUBBING
CLEARING &
(STANDARD PLANS INDEX 570-010)
2'-8" SHLDR. TREATMENT II
14'-8"
4'-8"
GRUBBING
CLEARING &
(STANDARD PLANS INDEX 570-010)
2'-8" SHLDR. TREATMENT II
0.06 0.06
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
COUNTY
SANTA ROSA
R/W LINE
TRAVEL LANE
EXISTING
MATCH
PAVEMENT TRANSITION ALONG SIDE STREET
PAVEMENT TRANSITION ALONG MAINLINE
EXISTING PAVEMENT
50'
SIDE STREET TRANSITION
EXISTING BASE
EXISTING PAVEMENT
EXISTING PAVEMENT
150'
MAINLINE TRANSITION
EXISTING BASE
EXISTING PAVEMENT
R/W 25'
� CONSTRUCTION WALLING ROAD
10'
STANDARD CLEARING AND GRUBBING
5'3 .0
TYPE SP (TRAFFIC C) (PG 76-22)
.0
TYPE SP (TRAFFIC C) (PG 76-22)
DRIVEWAY TREATMENT SECTION
PER STD. 330-001
MATCH EXISTING CONDITIONS
PAVED / GRADED DRIVEWAY
TYPICAL SECTION DETAIL
EXISTING DRIVEWAY(S)
GROUND
EXISTING
50' CANNOT BE ACHIEVED.
THE MEET EXISTING LOCATION OF THE SIDE STREET WHEN
PROJECTED EDGE PAVEMENT LINE ON WALLING ROAD AND
WHERE APPLICABLE. TRANSITION PAVEMENT BETWEEN THE
* 50' AT MEET EXISTING PAVEMENT LIMIT ON SIDE STREETS,
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ROAD NO. COUNTY
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
GENERAL NOTES
4. THE EXISTING BASELINE OF SURVEY IS BASED ON LIMITED SURVEY AND A BEST FIT ALIGNMENT.
GENERAL NOTES
1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION
OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
WILLIAM H. FULGHUM, P.S.M.
P.S.M. No: 4993
VOLKERT, INC.
3501 S. MAIN STREET, SUITE 2
GAINESVILLE, FLORIDA 32601
Certificate of Authorization: 4993
3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND
SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS
HAVE NOT BEEN VERIFIED.
Feet
100200
N
STA. 100+43.31
¡ SPANISH TRAIL
� CONST. WALLING RD
24" PLASTIC PIPE TO REMAIN
CONTRACTOR IS NOT TO DISTURB
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
EXIST. R/W LINE
EXIST. R/W LINE
STA. 100+80.92
� CONST. WALLING RD
BEGIN PAVEMENT OVERLAY
BEGIN PROJECT
10.59' LT
STA. 100+80.92
9.74' RT
STA. 100+81.18
N
Feet
100200
� CONST. WALLING RD
* WETLAND AREA
* WETLAND AREA
CONTRACTOR IS NOT TO DISTURB
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
EXIST. R/W LINE
EXIST. R/W LINE
STA. 122+50.00
BEGIN FULL RECONSTRUCTION
END PAVEMENT OVERLAY
STA. 123+50.00
END FULL RECONSTRUCTION
BEGIN PAVEMENT OVERLAY
18.29' LT
STA. 122+29.54
19.81' RT
STA. 122+43.65
33.64' RT
STA. 125+55.29
12.39' RT
STA. 122+81.51
11.72' RT
STA. 123+14.33
16.10' RT
STA. 124+35.63
11.55' LT
STA. 123+06.51
13.91' LT
STA. 125+88.30
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
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SANTA ROSA N/A
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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FULL RECONSTRUCTION
LEGEND
ROADWAY PLAN (1)
PAVEMENT OVERLAY
130 135
N
Feet
100200
11.65' RT
STA. 127+79.61
11.97' RT
STA. 127+08.34
* WETLAND AREA
* WETLAND AREA
* WETLAND AREA
� CONST. WALLING RD
CONTRACTOR IS NOT TO DISTURB
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
EXIST. R/W LINE
EXIST. R/W LINE
STA. 127+79.54
END BRIDGE
BEGIN PAVEMENT OVERLAY
STA. 127+08.45
BEGIN BRIDGE
END PAVEMENT OVERLAY
18.09' LT
STA. 126 + 18.34
11.75' LT
STA. 127+79.38
11.34' LT
STA. 127+08.45
36.58' RT
STA. 131 + 65.01
36.58' RT
STA. 133 + 86.23
27.22' LT
STA. 132+16.78
23.19' LT
STA. 133+03.57
17.20' LT
STA. 133+09.01
35.09' LT
STA. 128+82.98
35.96' LT
STA. 128+18.03
19.55' LT
STA. 129+97.29
27.72' LT
STA. 130+90.61
25.37' RT
STA. 132+09.16
20.66' RT
STA. 133+25.34
30.48' RT
STA. 132+35.32
17.88' LT
STA. 132+37.47
N
Feet
100200
� CONST. WALLING RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
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SANTA ROSA N/A
ROAD NO. COUNTY
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DATE DESCRIPTION
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160 165
N
Feet
100200
� CONST. WALLING RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
170 175
Feet
100200
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S I N
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� CONST. WALLING RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
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185 190 195
Feet
100200
N
� CONST. WALLING RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
200 205
Feet
100200
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� CONST. WALLING RD
* WETLAND AREA
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
17.25' LT
STA. 207+93.13
23.51' RT
STA. 209+82.38
15.62' LT
STA. 208+22.30
19.63' LT
STA. 209+17.23
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
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Feet
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EXISTING INV. EL = 114.99'
* WETLAND AREA
� CONST. WALLING RD
* WETLAND AREA
* WETLAND AREA
TO REMAIN
EXISTING 48" CMP
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
19.31' RT
STA. 220+95.53
GRATE EL = 123.82'
TO REMAIN
EXISTING INLET
28.18'' LT
STA. 220+40.10
STRUCTURE TO REMAIN
EXISTING DRAINAGE
20.29' LT
STA. 217+27.87
19.93' LT
STA. 219+25.28
37.92' LT
STA. 220+30.17
37.83' LT
STA. 220+49.81
16.75' LT
STA 221+17.08
21.57' LT
STA. 210+23.93
18.96' LT
STA. 210+72.80
22.53' LT
STA. 211+67.12
24.34' LT
STA. 212+58.34
19.14' RT
STA. 216+11.44
18.87' RT
STA. 212+94.12
21.28' RT
STA. 212+71.81
26.50' RT
STA. 212+25.98
19.90' RT
STA. 210+22.50
25.79' RT
STA. 211+18.28
26.17' RT
STA. 211+93.8618.48' RT
STA. 210+53.47
16.65' LT
STA. 212+75.70 20.27' LT
STA. 219+95.11
19.11' LT
STA. 220+85.75
Feet
100200
N
� CONST. WALLING RD
* WETLAND AREA
* WETLAND AREA
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
INV. EL. = 133.75'
PER FDOT STD. INDEX 430-030
CONST. DOUBLE ENDWALL
INV. EL. = 133.70'
PER FDOT STD. INDEX 430-030
CONST. DOUBLE ENDWALL
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL = 132.81
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL. = 133.38
PER FDOT STD. INDEX
CONST. ENDWALL
NV. EL. = 132.16'
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
END SEGMENT I
BEGIN SEGMENT II
STA 234+00.00
18.05' LT
STA. 235+45.69
24.39' LT
STA. 235+00.04
24.36' LT
STA. 235+99.86
18.12' LT
STA. 236+31.42
24.16' RT
STA. 236+02.33
18" RCP CULVERT
CONST. 34 LF
TO BE REMOVED
METAL PIPE
CORRUGATED
EXISTING 18"
19.52' RT
STA. 235+88.26
26.51' RT
STA. 235+86.52
24.15' RT
STA. 235+00.37
IMPACT = 15 S.F.
ANTICIPATED WETLAND
INV. EL. = 133.16'
CONST. ENDWALL PER FDOT STD. 430-030
20.51' LT
STA. 235+81.39
CULVERT
CONST. 34 LF 18" RCP
TO BE REMOVED
METAL PIPE
EXISTING 18" CORRUGATED
TO BE REMOVED CONST. 34 LF DUAL 24" RCP CULVERT
EXISTING 20"X27" CORRUGATED METAL PIPE
B U
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
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DATE DESCRIPTION
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ROADWAY PLAN (5)
LEGEND
PAVEMENT OVERLAY
SEDIMENT BARRIER
240 245 250
Feet
100200
* WETLAND AREA
* WETLAND AREA
� CONST. WALLING RD
* WETLAND AREA
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
CONST. 34 LF 18" RCP CULVERT
TO BE REMOVED
METAL PIPE
EXISTING 18" CORRUGATED
EXIST. R/W LINE
EXIST. R/W LINE
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL = 132.81
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL. = 132.81
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL. = 133.38
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
20.17' LT
STA. 240+01.65
27.97' LT
STA. 239+94.81
23.97' LT
STA. 239+48.40
34.25' LT
STA. 240+05.45
17.71' LT
STA. 240+53.60
23.40' LT
STA. 240+82.67
34.76' LT
STA. 241+40.80 17.57' LT
STA. 245+13.51
33.14' LT
STA. 246+26.93
24.06' RT
STA. 240+83.22
20.43' RT
STA. 240+57.88
12.43' RT
STA. 239+99.70
20.40' RT
STA. 239+68.13
24.07' RT
STA. 239+48.98
IMPACT = 30 S.F.
ANTICIPATED WETLAND
INV. EL. = 133.24
CONST. ENDWALL PER FDOT STD. INDEX 430-030
26.40' LT
STA. 240+37.06
21.60' LT
STA. 240+14.55
CULVERT
CONST. 34 LF 18" RCP
TO BE REMOVED
METAL PIPE
EXISTING 18" CORRUGATED
25.89' RT
STA. 240+12.31
26.88' LT
STA. 245+13.97
20.47' LT
STA. 245+47.14
33.73' LT
STA. 246+14.69
255 260 265
N
Feet
100200
* WETLAND AREA
* WETLAND AREA
* WETLAND AREA
* WETLAND AREA
� CONST. WALLING RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
CONST. 34 LF 18" RCP CULVERT
TO BE REMOVED
METAL PIPE
EXISTING 18" CORRUGATED
CONST. 34 LF 18" RCP CULVERT
TO BE REMOVED
METAL PIPE
EXISTING 18" CORRUGATED
EXIST. R/W LINE
EXIST. R/W LINE
21.19' LT
STA. 253 + 75.43
IMPACT = 25 S.F.
ANTICIPATED WETLAND
INV. EL. 137.60
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 15 S.F.
ANTICIPATED WETLAND
INV. EL. = 136.30
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 15 S.F.
ANTICIPATED WETLAND
INV. EL. = 136.20
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
CONST. OBJECT MARKER
16.54' LT
STA. 257+65.94
24.10' LT
STA. 257+26.30
29.12' LT
STA. 256+73.76
20.12' LT
STA. 254+51.79
29.78' LT
STA. 260+31.51
18.83' LT
STA. 257+83.32
23.91' LT
STA. 258+04.20
15.72' LT
STA. 260+29.63
23.32' LT
STA. 259+89.87
16.35' LT
STA. 260+37.50
24.48' LT
STA. 260+76.60
33.02' LT
STA. 2611+14.73
25.53' RT
STA. 257+25.19
21.32' RT
STA. 257+53.60
22.11' RT
STA. 259+94.85
23.50' RT
STA. 258+05.32
22.47' RT
STA. 257+71.35
18.87' RT
STA. 260+29.64
22.70' RT
STA. 260+78.23
13.58' RT
STA. 260+33.33
27.20' LT
STA. 253+93.81
18.90' LT
STA. 254+09.80
IMPACT = 40 S.F.
ANTICIPATED WETLAND
INV. EL. = 137.75
FDOT STD. INDEX 430-030
CONST. ENDWALL PER
31.95' LT
STA. 257+45.13
25.28' LT
STA. 256+96.27
28.41' LT
STA. 260+55.97
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\PLANRD06.dgnchristine.plasencia 3/6/2024 12:59:15 PM Default
SANTA ROSA N/A
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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ROADWAY PLAN (6)
PAVEMENT OVERLAY
SEDIMENT BARRIER
LEGEND
PAVEMENT OVERLAY
275 280
N
Feet
100200
� CONST. WALLING RD
* WETLAND AREA
* WETLAND AREA
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
CONST. 34 LF 24" RCP CULVERT
TO BE REMOVED
METAL PIPE
EXISTING 24" CORRUGATED
EXIST. R/W LINE
EXIST. R/W LINE
BEGIN PAVEMENT OVERLAY
END FULL RECONSTRUCTION
STA. 270+75.00
END PAVEMENT OVERLAY
BEGIN FULL RECONSTRUCTION
STA. 270+25.00
IMPACT = 25 S.F.
ANTICIPATED WETLAND
INV. EL. = 136.89
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
IMPACT = 25 S.F.
ANTICIPATED WETLAND
INV. EL. = 136.49
PER FDOT STD. INDEX 430-030
CONST. ENDWALL
CONST. OBJECT MARKER
CONST. OBJECT MARKER
14.37' LT
STA. 270+53.91
23.95' LT
STA. 270+10.80
25.05' LT
STA. 269+88.30
24.45' LT
STA. 270+87.48
28.14' LT
STA. 271+93.65
34.11' RT
STA. 269+73.83
24.25' RT
STA. 270+12.28
37.16' RT
STA. 271+37.16
24.57' RT
STA. 270+88.12
12.76' LT
STA. 270+33.65
20.46' LT
STA. 271+68.66
22.03' RT
STA. 270+49.14 20.59' RT
STA. 270+73.28 S
O
U T
H
I N
V
.2
N O
R T
H
I N
V
.7
Feet
100200
N
G R E E
N W
O O D R
D
� CONST. WALLING RD
STA. 290+38.22
¡ GREENWOOD RD
NOTE: * ENVIRONMENTALLY SENSITIVE LANDS-
CONTRACTOR IS NOT TO DISTURB
EXIST. R/W LINE
EXIST. R/W LINE
END PROJECT
END PAVEMENT OVERLAY
� CONST. WALLING RD
STA. 290+11.58
35.19' LT
STA. 289+46.59
16.07' RT
STA. 290+40.68
2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\PLANRD07.dgnchristine.plasencia 3/6/2024 12:59:50 PM Default
SANTA ROSA N/A
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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ROADWAY PLAN (7)
LEGEND
FULL RECONSTRUCTION
PAVEMENT OVERLAY
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\drainage\DRDTRD01.dgnchristine.plasencia 3/6/2024 12:59:52 PM Default
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
DETAIL
DRAINAGE STRUCTURES
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\drainage\DRDTRD01.dgnchristine.plasencia 3/6/2024 12:59:54 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
DETAIL
DRAINAGE STRUCTURES
$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
COUNTY
SANTA ROSA
PHASE 1
PHASE 2
WORK ZONE
£ SURVEY WALLING ROAD
R/W LINE R/W LINE
LANE
TRAVEL
SB
NB AND
NATURAL GROUND
Natural Ground
NATURAL GROUND
R/W LINER/W LINE
NATURAL GROUND
WORK ZONE
SB
NB AND
LANE
TRAVEL
£ SURVEY WALLING ROAD
WALLING ROAD
PHASE 1 TYPICAL SECTION
WALLING ROAD
PHASE 2 TYPICAL SECTION
10'
10'
CONTROL PLAN
TEMPORARY TRAFFIC
R/W 25' R/W 25'
R/W 25' R/W 25'
REPLACE PAVEMENT MARKINGS WITH TEMPORARY MARKINGS ON NEW SURFACE.4.
OVERLAY IN THE NORTHBOUND DIRECTION WITH FLAGGING OPERATIONS.3.
WORK PERIOD.
DRAINAGE STRUCTURES. ANY DROP-OFF CONDITION SHALL BE RESTORED DURING INACTIVE
PRIOR TO PAVEMENT OVERLAY OPERATIONS, INSTALL EROSION CONTROL, THEN CONSTRUCT2.
DRAINAGE STRUCTURES.
THE INTENT OF THIS PHASE IS TO PERFORM PAVEMENT OVERLAY OPERATIONS AND CONSTRUCT1.
INSTALL FINAL PAVEMENT MARKINGS AND SIGNAGE.5.
REPLACE PAVEMENT MARKINGS WITH TEMPORARY MARKINGS ON NEW SURFACE.4.
OVERLAY IN THE SOUTHBOUND DIRECTION WITH FLAGGING OPERATIONS.3.
WORK PERIOD.
DRAINAGE STRUCTURES. ANY DROP-OFF CONDITION SHALL BE RESTORED DURING INACTIVE
PRIOR TO PAVEMENT OVERLAY OPERATIONS, INSTALL EROSION CONTROL, THEN CONSTRUCT2.
DRAINAGE STRUCTURES.
THE INTENT OF THIS PHASE IS TO PERFORM PAVEMENT OVERLAY OPERATIONS AND CONSTRUCT1.
FDOT STANDARD PLANS INDEX 102-603 SHALL BE USED FOR SINGLE LANE CLOSURE. 3.
MESSAGE TO BE APPROVED BY THE ENGINEER.
MOTORIST DURING THE MAINTENANCE OF TRAFFIC PHASES. LOCATION OF SIGNS, ALONG WITH CONTENT AND LENGTH OF PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) HAVE BEEN INCLUDED IN THE CONTRACT TO PROVIDE INFORMATION TO 2.
SHOWN OTHERWISE IN THE PLANS.
THE EXISTING POSTED SPEED SHALL BE MAINTAINED DURING ALL TRAFFIC CONTROL PHASES UNLESS 1.
TRAFFIC CONTROL GENERAL NOTES
MAINTAIN EXISTING TRAFFIC PATTERNS DURING NON-ACTIVE WORK PERIODS.3.
INSTALL EROSION CONTROL DEVICES2.
INSTALL ADVANCE WARNING SIGNS PER FDOT STANDARD PLANS INDEX THROUGHOUT PROJECT.1.
THE FOLLOWING NOTES APPLY TO EACH PHASE OF THE PROJECT.
GENERAL PHASING NOTES
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\SUMQRD01.dgnchristine.plasencia 3/6/2024 12:59:58 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
SUMMARY OF LUMP SUM ITEMS
NO.
PAY ITEM
PAY ITEM DESCRIPTION
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
101-1 MOBILIZATION 1
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM
PAY ITEM DESCRIPTION UNIT
PHASE I PHASE II
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL
DAYS P P DAYS P P P F
102-1 MAINTENANCE OF TRAFFIC LS 45 45 1 90 CONSTRUCTION DAYS
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
LOCATION
SIDE
ID
AREA
BARRIER
SEDIMENT
BARRIER
TURBIDITY
FLOATING
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
0104 10 3 0104 11
LF LF
P F P F
235+00.04 TO 235+99.86 LT 13412 100.1
235+00.37 TO 236+02.33 RT 13413 101.7
239+48.40 TO 240+82.67 LT 13415 134.3
239+48.98 TO 240+83.22 RT 13414 134.3
257+25.19 TO 258+05.32 RT 13416 80.0
257+26.30 TO 258+04.20 LT 13417 78.0
259+89.87 TO 260+76.60 LT 13419 86.7
259+94.85 TO 260+78.23 RT 13418 83.4
269+73.83 TO 271+37.16 RT 13420 76.3
270+10.80 TO 270+87.48 LT 13421 76.3
SUB-TOTAL: 950.9
TOTAL: 951
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\SUMQRD01.dgnchristine.plasencia 3/6/2024 12:59:58 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA
L E
N G
T H
W I
D T
H
UNITS (IF LUMP SUM)
SECONDARY UNITS
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA. AREA (AC) P F P F
110-1-1 CLEARING & GRUBBING 100+80.92 TO 127+08.45 LT 18565 2627.5 4.67 LS 4.040 1 4.04 TOTAL AC
RT 18499 2627.5 4.67
127+79.61 TO 290+11.58 LT 18833 16232.0 4.67 SY
RT 18627 16232.0 4.67 SY
SUMMARY OF LITTER REMOVAL AND MOWING
PHASE
CONST.
LOCATION
SIDE
D
A Y
S
D U
R A
T I
O N
D
A Y
S
F R
E Q
U E
N C
Y LITTER REMOVAL MOWING
NOTES
DESIGN
REMARKS
CONSTRUCTION
0107 1 0107 2
ID
AREA
L W CYCLES
AREA
ID
AREA
L W CYCLES
AREA
STA. TO STA.
CYCLE
AC/ TOTAL (AC)
CYCLE
AC/ TOTAL (AC)
P F P F
ALL 100+80.92 TO 290+11.58 LT./RT. 90 30 19000.0 30.0 3 13.085 39.256 19000.0 30.0 3 13.085 39.256
SUB-TOTAL: 39.256 SUB-TOTAL: 39.256
TOTAL: 39.26 TOTAL: 39.26
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\SUMQRD01.dgnchristine.plasencia 3/6/2024 12:59:58 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
SUMMARY OF CROSS DRAIN & ENDWALL SECTIONS
LOCATION
SIDE
PIPE LENGTH - LF
LENGTH - LF
DOUBLE PIPE
ENDWALL - EA
- EA
DOUBLE ENDWALL
NOTES
DESIGN
REMARKS
CONSTRUCTIONROUND (04301751CC*)
(0430175124)
ROUND
ROUND (04305241CC*)
(0430524200)
ROUND
STA. TO STA.
18" 24" 24" 18" 24" 24"
P F P F P F P F P F P F
235+15.39 TO 235+29.87 LT/RT 30.5 2
235+80.50 TO 235+86.60 LT/RT 40.4 2
239+97.42 TO 239+95.25 LT/RT 37.8 2
240+54.45 TO 240+56.50 LT/RT 37.8 2
257+66.56 TO 257+66.22 LT/RT 36.0 2
260+31.39 TO 260+31.91 LT/RT 30.2 2
270+54.90 TO 270+50.15 LT/RT 39.4 2
SUB-TOTAL: 182.2 39.4 61.0 10 2 2
TOTAL: 182 39 61 10 2 2
* FOR PAY ITEMS, CC = THE PIPE SIZE.
SUMMARY OF PAVEMENT
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA
L E
N G
T H
W I
D T
H
UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA. DESCRIPTION
P F P F
160-4 TYPE B STABILIZATION 122+50.00 TO 123+50.00 LT/RT 100.0 24.0 SY 266.67 400.00
270+25.00 TO 270+75.00 LT/RT 50.0 24.0 SY 133.33
285-706 OPTIONAL BASE GROUP 6 122+50.00 TO 123+50.00 LT/RT 7079 100.0 20.0 SY 222.27 331.2
270+25.00 TO 270+75.00 LT/RT 7087 50.0 20.0 SY 108.97
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 100+80.92 TO 127+08.45 LT/RT 13566 2627.5 20.0 TN 966.71 6885.3
127+79.61 TO 290+11.58 LT/RT 13775 16232.0 20.0 TN 5918.59
Z:\Projects\1189100 Walling Rd\CADD Files\12345615201\roadway\SUMQRD01.dgnchristine.plasencia 3/6/2024 12:59:59 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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2300 MAITLAND CENTER PKWY, SUITE 320
MAITLAND, FL 32751
MANUEL RICHARDSON, P.E.
LICENSE NUMBER 85563
VOLKERT, INC.
SUMMARY OF PERFORMANCE TURF
LOCATION
SIDE
ID
AREA
L E
N G
T H
W I
D T
H TURF
PERFORMANCE
TURF (SOD)
PERFORMANCE
SOIL)
TURF (SOD &
PERFORMANCE
EROSION MAT
PLASTIC
SOIL LAYER
PREPARED
NOTES
DESIGN
REMARKS
CONSTRUCTION
0570 1 1 0570 1 2 0570 1 3 0571 1 AB 0162 1 AB
STA. TO STA.
SY SY SY SY SY
P F P F P F P F P F
100+80.92 TO 127+08.45 LT 14987 2627.5 2.7 780.1
LT 17800 2627.5 2.0 584.4
RT 15052 2627.5 2.7 778.8
RT 17755 2627.5 2.0 583.1
127+79.61 TO 290+11.58 LT 15325 16232.0 2.7 4802.0
LT 17964 16232.0 2.0 3595.8
RT 15116 16232.0 2.7 4825.7
RT 17845 16232.0 2.0 3614.9
SUB-TOTAL: 8378.2 11186.6
TOTAL: 8378 11187
| 2024-03-21T10:47:26-0400 | |
| Manuel Richardson |
File details come from the government source that posted it. Updated .