1_14144_CR_205_-_PH2_(ss)_Project_Plans.pdf
PDF 38 MB Posted
- Attached to
- County Road 205 Phase 2 Roadway Widening & Resurfacing From SR 100 to Private Dirt Road FPN 433614-2-54-01
- Solicitation number
- 26-ITB-005
- Issued by
- Glades County, Brownsville CDP, Florida
About this file
This is a Project Plans document for County Road 205 Phase 2 Roadway Widening and Resurfacing, a construction project in Flagler County, Florida, spanning from State Road 100 to a private dirt road. The project includes detailed engineering drawings, pavement striping specifications, and construction sequencing plans prepared by John A. Dillard, Jr., P.E. (License No. 37256) with design oversight by RMC/BWS. The work scope encompasses tie-in milling and paving operations connecting SR 100 and CR 205, with closure of the westbound lane of SR 100 and implementation of traffic control measures including flaggers. The project specifies a posted speed limit of 60 mph for both directions on SR 100, with pedestrian and bicycle accommodations restricted to local traffic areas only during construction. All striping and pavement markings must be thermoplastic in accordance with the detailed specifications provided. The contractor is required to notify Flagler County Traffic Engineering a minimum of two working days in advance of the construction start date, with approval required from all affected agencies before any lane closures occur. The document reflects multiple design submittals and revisions with FDOT review comments incorporated through October 2025.
The project plans include comprehensive construction details with sections, elevations, and specifications for existing and expanded box culvert work, including wingwall installations and slope revisions for station 184+00 to 197+00. The plans demonstrate a phased construction approach with detailed base and plan sheets presented at various scales (1"=20', 1"=40', and 1"=80'). No specific contract pricing, funding sources, or award amounts are detailed in this plans document. The project represents a continuation of improvements to county roadway infrastructure within Flagler County's jurisdiction, with engineering and design prepared to facilitate competitive bidding for construction services.
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CR 205 FROM SR 100 TO PRIVATE DIRT ROAD
NOT VALID WITHOUT SEAL
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JOHN A. DILLARD, JR., P.E., NO. 37256
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8/
/1
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
THE CONTRACTOR SHALL NOTIFY FLAGLER COUNTY TRAFFIC
ENGINEERING A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF THE
START DATE FOR CONSTRUCTION IN THE RIGHT OF WAY. NO LANES CAN
BE CLOSED UNTIL SUCH TIME AS ALL AFFECTED AGENCIES ARE NOTIFIED
BY TRAFFIC ENGINEERING.
NOTES:
1)
2)
ROADWAY CENTER LINE
4" 6"
PAVEMENT STRIPING DETAILS
N.T.S.
DOUBLE SOLID YELLOW
OUTER EDGE OF TRAVEL LANE
6"
EDGE LINE
SOLID WHITE
TRAFFIC FLOW
TRAFFIC FLOW
TRAFFIC FLOW
TRAFFIC SEPARATION LINES
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4"
10'
TRAFFIC FLOW
TRAFFIC FLOW
ROADWAY CENTER LINE
6" SOLID YELLOW
6" SKIP YELLOW
30' 10' 6"
6" 6"
10'
TRAFFIC FLOW
ROADWAY CENTER LINE
6" SKIP YELLOW
30' 10' 6"
TRAFFIC FLOW
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IT
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W S
/1
/1
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IS
E D
S L
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S
T A
T
O
7+
B
W S
/2
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C O
M M
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F R
O M
F D
O T
R E
V
IE
W
/2
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O M
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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14144
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E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
EXISTING GROUND (E:)
FINISHED GRADE (F:)
/1
/1
S
U B
M
IT
T A
L B
R W
/R C
/9 /1
0%
S U
B M
IT
T
A L
B R
W /R
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/2
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U B
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T A
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/1
/1
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T
O
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/2
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M M
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O T
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IE
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
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U E
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FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
M
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L B
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/R C
/9 /1
0%
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A L
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U B
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/1
/1
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E D
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O
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W S
/2
/2
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O T
R E
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IE
W
/2
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/1
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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14144
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FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
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IT
T A
L B
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/R C
/9 /1
0%
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A L
B R
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C
/2
/1
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U B
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T A
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/1
/1
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E D
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/2
/2
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O T
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IE
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/2
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
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G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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1"=20'
14144
EXISTING GROUND (E:)
FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
M
IT
T A
L B
R W
/R C
/9 /1
0%
S U
B M
IT
T
A L
B R
W /R
C
/2
/1
0% S
U B
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IT
T A
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/1
/1
R E
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E D
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O P
E S
S
T A
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O
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W S
/2
/2
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O T
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IE
W
/2
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A F
T E
D B
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C H
E C
K E
D B
Y
D R
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G
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IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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1"=20'
14144
EXISTING GROUND (E:)
FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
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IT
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L B
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/R C
/9 /1
0%
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IT
T
A L
B R
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C
/2
/1
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U B
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IT
T A
L B
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/1
/1
R E
V
IS
E D
S L
O P
E S
S
T A
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O
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W S
/2
/2
C O
M M
E N
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O M
F D
O T
R E
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IE
W
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/1
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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1"=20'
14144
EXISTING GROUND (E:)
FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
M
IT
T A
L B
R W
/R C
/9 /1
0%
S U
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IT
T
A L
B R
W /R
C
/2
/1
0% S
U B
M
IT
T A
L B
W S
/1
/1
R E
V
IS
E D
S L
O P
E S
S
T A
T
O
7+
B
W S
/2
/2
C O
M M
E N
T S
F R
O M
F D
O T
R E
V
IE
W
/2
/2
JA
D
/1
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O M
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S F
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D O
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E V
IE
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0/
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E F
'S
D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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1"=20'
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EXISTING GROUND (E:)
FINISHED GRADE (F:)
X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
M
IT
T A
L B
R W
/R C
/9 /1
0%
S U
B M
IT
T
A L
B R
W /R
C
/2
/1
0% S
U B
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IT
T A
L B
W S
/1
/1
R E
V
IS
E D
S L
O P
E S
S
T A
T
O
7+
B
W S
/2
/2
C O
M M
E N
T S
F R
O M
F D
O T
R E
V
IE
W
/2
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/1
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IE
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0/
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D R
A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
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1"=40'
14144
EXISTING GROUND (E:)
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X R
E F
'S
X R
E F
'S
X R
E F
'S
X R
E F
'S
B S D A
T A
.D W
G
A U
G
B S
/1
/1
S
U B
M
IT
T A
L B
R W
/R C
/9 /1
0%
S U
B M
IT
T
A L
B R
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C
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/1
0% S
U B
M
IT
T A
L B
W S
/1
/1
R E
V
IS
E D
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O P
E S
S
T A
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O
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/2
/2
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O T
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IE
W
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LA
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W G
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G S
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W G
1"=80'
14144
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E F
'S
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A F
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
D A
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JOHN A. DILLARD, JR., P.E., NO. 37256
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14144
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A F
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D B
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C H
E C
K E
D B
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D R
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IN
G
F
IL
E
NOT VALID WITHOUT SEAL
SHEET
(E B
D E
S
IG
N E
D B
Y
P R
O
JE
C T
N O
IS
S
U E
D A
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JOHN A. DILLARD, JR., P.E., NO. 37256
/1
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D
PHASE 2 CONSTRUCTION
DISCRIPTION OF WORK: THE WORK ACCOMPLISHED IN THE SECOND PHASE OF
CONSTRUCTION SHALL BE THE TIE-IN MILLING AND PAVING OF THE CONNECTION OF SR 100
AND CR 205. THIS WILL INCLUDE THE CLOSURE OF THE WESTBOUND LANE OF SR 100 AND THE
USE OF A FLAGGER AS SHOWN ON THE MOT PLAN.
WORK ZONE SPEED: THE POSTED SPEED LIMIT FOR THIS SECTION OF SR 100 IS 60 MPH IN
BOTH THE EAST AND WEST LANES.
PEDESTRIAN AND BICYCLE ACCOMODATIONS: BICYCLES AND PEDESTRIANS WILL BE
ALLOWED TO ACCESS THE LOCAL TRAFFIC AREA ONLY AND WILL NOT BE ALLOWED TO UTILIZE
THE SHOULDERS OF THE EAST BOUND LAND THROUGH THE CONSTRUCTION ZONE CROSSING
AT THE FLAGGER STATIONS AT BOTH THE EAST AND WEST OF THE CONSTRUCTION.
LANE CLOSURE RESTRICTIONS: THERE ARE NO SPECIFIC REQUIREMENTS REQUIRED FOR THE
SECTION OF CLOSURE.
THE WESTBOUND LANE CLOSURE OF SR 100 SHALL BE FOR THE TIME NEEDED TO MILL AND
REPAVE THE TIE-IN POINT OF SR 100 AND CR 205, APPROXIMATELY 2 DAYS. FLAG
(E B
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8/
/1
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JOHN A. DILLARD, JR., P.E., NO. 37256
END ELEVATION
SECTION B-B
BOX CULVERT
EXPANSION
EXISTING BOX
CULVERT
BOX CULVERT
EXPANSION
EXISTING BOX
CULVERT
BB BOX CULVERT
EXPANSION
CC
A
A
OUTSIDE WALLS OF BOXES
WINGWALL SECTION A-A
SECTION C-C
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File details come from the government source that posted it. Updated .