contract plans components state of florida
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25
13
2
Exit
81Exit
L.
Lancaster
TOLL
408
526
527
4
X:\P\43219315201_Terry\roadway\KEYSRD01.dgnGuzmanV 12/18/2019 2:01:41 PM Default
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
NO.
SHEET
YEAR
FISCAL
FINANCIAL PROJECT ID
ORANGE COUNTY (75280)
1
EXPRESSWAY
TU
RNPIK
E
10
PENSACOLA FORT WALTON
BEACH
PANAMACITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND4
NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
FLO
RID
A'S
BEACH LINE
CONTRACT NO.
CONSTRUCTION
SHEET DESCRIPTIONSHEET NO.
JENNIFER VREELAND
FDOT PROJECT MANAGER:
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 2019 Standard Specifications
GOVERNING STANDARD PLANS:
T-23-S
T-22-S
LIGHTING PLANS
INTELLIGENT TRANSPORTATION SYSTEMS PLANS
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
N
PRELIMINARY CONTRACT PLANS
T-23-S
T-22-S
STA. 199+85.65
BEGIN PROJECT
STA. 220+41.47
END PROJECT
VENDOR NO. 59-2986466-002
CONTRACT NO.
(407) 893-5851
ORLANDO, FLORIDA 32801
301 E. PINE ST, SUITE 350
RS&H, INC.
P.E. LICENSE NUMBER 54461
RENATO S. GONZALEZ
Component
Standard Plans for Bridge Construction are included in the Structures Plans
Applicable IRS: IR536-001-01, IR521-001-01
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2019-20 Standard Plans for Road and
TO SANFORD
TO E. ORANGE CO.
TO LAKELAND
TO W. ORANGE CO.
W Gore St
W Anderson St
E
1
WEST GORE STREET TO WEST ANDERSON STREET
TERRY AVENUE PRELIMINARY PLANSROADWAY SOIL SURVEY
CROSS SECTIONS
ROADWAY PROFILES
ROADWAY PLANS
GENERAL NOTES
TYPICAL SECTION
DRAINAGE MAP
KEY SHEET
signed and sealed document.
These sheets are contained in a separate digitally
only to indicate that it is part of the Roadway Plans.
* These sheets are included in the Index of Roadway Plans
GR1-GR2*
15-41
11-14
7-10
6
3-5
2
1
LOCATION OF PROJECT
200+00 205+00 210+00 215+00 220+00
100
105
110
200
Feet
0 50
N
1" = 5' Vertical
1" = 200' Horizontal
SCALE:
assist construction personnel with drainage concerns.
PURPOSES. This sheet is in the plans for documentation and to
DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION
FLOW ARROWS
SUBBASIN DIVIDES
BASIN DIVIDES
LEGEND
S-XXXSTRUCTURE
PROP. DRAINAGE
STRUCTURE
EXIST. DRAINAGEX-XX
SR 408
AVONDALE AVE.
LO
NG S
T.
9595
100
105
110
54" PIPE
ST.
CA
RT
ER
DRAINAGE MAP
99.36
FL
97.72
FL
96.92
FL 97.95
FL
54" PIPE
FL 102.90
24" PIPE
FL 99.35
18" PIPE
CO
NLE
Y S
T.
AN
DE
RS
ON
AV
E.
S26 T22S R29
E
S35 T22S R29
E
STA. 199+85.65BEGIN PROJECT
STA. 220+41.47END PROJECT
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
200+51.50
POND/BASIN P-10-2
TERRY NORTH BASIN
TERRY SOUTH BASIN
(25YR-24HR ±104.23')
(Basin Area 2.01 AC.)
(Pond Area 1.04 AC.)
(Basin Area 1.49 AC.)
(Basin Area 2.90 AC.)
(Basin Area 4.26 AC.)
ZL RILEY PARK BASIN
POND P-12(25YR-24HR ±103.83')
S PARRAMORE AVE.
GO
RE S
T.
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
JEFFREY S. GLENN, P.E.
P.E. LICENSE NUMBER 47210
RS&H, INC.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
ROAD NO. PROJECT NO.
NO.
SHEET
TERRY AVE.
SS
SS
SS
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
SS
TS
ST
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
18"
18"
18"
29"
X 45" 15"
36"
36"
18"
15"
15"
15"
15"
15"
15"
15"
15"
15"
54"
54"
42"
54"
54"
54"
54"
15"
54"
15"
15"
15"
15"
36"
36"
15"
15"
15"
18"
18"
18"
54"
30"
15"
15"
15"
30"
24"
15"
43"X68"
15"
15"
24"
ST
S
42"
54"
106.5
922
N IN
V=99.2
8
CO
NC
EN
DW
ALL
43"x68" E
RCP
EN
DW
ALL
RE
MO
VE
D
SD
WATER
WATER
WATER
WATER
WATER
SD
SD
SDS
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
105.40
105.32
105.28
105.33
105.28
105.34
106.20
106.42
106.22
106.19
106.20
105.49
105.00
105.34
105.37
105.51
200205
210215
220
20
30
40
50
20
105 105105 105105 105
2
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
0.020.04 0.04
0.02 0.020.02 0.020.02
SWK
7' 6' 10'
SOD
7'-4"
10'10' 6' 12'
LANE
TRAVEL
LANE
TRAVEL
TRAIL
MULTI-USE
NATURAL GROUND
LBR 40TYPE B STABILIZATION
LBR 40TYPE B STABILIZATION
CURBTYPE A
¡ TERRY AVENUE
PARKING
STREET
ON-
PARKING
STREET
ON-MEDIAN
DESIGN SPEED = 25 MPH
K = N/A D = N/A T = N/A (24 HOUR)
ESTIMATED DESIGN YEAR = 2045 AADT = N/A
ESTIMATED OPENING YEAR = 2025 AADT = N/A
= 2018 AADT = N/ACURRENT YEAR
TRAFFIC DATA - TERRY AVENUE
NEW CONSTRUCTION (TERRY AVENUE)
") (PG 76-22 ARB)21
FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (1
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")
OPTIONAL BASE GROUP 6 WITH
R/W VARIES 43' MIN.) R/W VARIES (127' MIN.)
4" 4"4"
12"
12"
PGP
0.02 0.02
TYPICAL SECTIONS
CURBTYPE A
4"
R/W LINE
LIMIT OF CONSTRUCTION
R/W LINE
1:4
LIMIT OF CONSTRUCTION
2' MIN.
SOD SOD
2' MIN.
VARIES 30'-37' VARIES 35'-42'
STANDARD CLEARING AND GRUBBING
SOD
ZONE
TURE
FURNI-
SOD
ZONE
TURE
FURNI-
0'-7'
VARIES
0'-7'
VARIES
VARIES 65'-79'
2' LEVEL
2' LEVEL
VARIES 30'-37'
GROUNDNATURAL
1:4
CURB & GUTTERTYPE F CURB & GUTTER
TYPE F
W. GORE ST. TO CARTER ST.
TERRY AVENUE
TYPICAL SECTION
STA. 206+50.69 TO STA. 212+21.96
STA. 199+85.65 TO STA. 206+30.69
3
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
0.02 0.020.040.04
0.02 0.02
0.02 0.020.02 0.02
7'
30'
65'
35'
10'6' 10'
MEDIAN
10' 6' 12'
SOD
7'-4"
30'
10' 10'6'
50'
25' 25'
7' 6' 10' 10'
NATURAL GROUND
LANE
TRAVEL
LANE
TRAVEL SWK
SWK SWKLANE
TRAVEL
NATURAL GROUND
LBR 40TYPE B STABILIZATION
GROUNDNATURAL
LANE
TRAVEL
NATURAL GROUND
LBR 40TYPE B STABILIZATIONLBR 40
TYPE B STABILIZATION
CURBTYPE A
TRAIL
MULTI-USE
LANE
TRAVEL SWK
LANE
TRAVEL
LONG STREET
TYPICAL SECTION
CONLEY STREET / CARTER STREET
TYPICAL SECTION
£ TERRY AVENUE
£ LONG STREET
£ CONLEY STREET / CARTER STREET
DESIGN SPEED = 25 MPH
K = N/A D = N/A T = N/A (24 HOUR)
ESTIMATED DESIGN YEAR = 2045 AADT = N/A
ESTIMATED OPENING YEAR = 2025 AADT = N/A
= 2018 AADT = N/ACURRENT YEAR
12" 12"
12"12"
0.02 0.02
12'
TYPE B STABILIZATION LBR 40
STA. 40+00.00 TO STA. 43+68.00
R/W VARIES (34' MIN.)
PGPPGP
4" 4"
4"
4" 4"
4" 4"
4"
STANDARD CLEARING AND GRUBBING
0.02 0.02
0.02 0.02 0.02
18'
TRAFFIC DATA
NEW CONSTRUCTION
") (PG 76-22 ARB)21
FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (1
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")
OPTIONAL BASE GROUP 6 WITH
TYPICAL SECTIONS
SOD SOD
2' MIN.
STANDARD CLEARING AND GRUBBING
2' LEVEL 2' LEVEL
2' MIN. SOD
ZONE
TURE
FURNI-
SOD
ZONE
TURE
FURNI-
1:4
& GUTTERTYPE F CURB
CURB & GUTTERTYPE F
SOD
2' MIN.
LEVEL
2'
R/W VARIES (16' MIN.)R/W VARIES (34' MIN.)
LEVEL
2' 2' MIN.
SOD
SOD
2' MIN.
LEVEL
2'
1:4
1:4
1:4
STANDARD CLEARING AND GRUBBING
R/W VARIES (19' MIN.)R/W VARIES (27.88' MIN.)
0'-6'
VARIES
5'-7'
VARIES
SOD
ZONE
TURE
FURNI-
SOD
ZONE
TURE
FURNI-
1:4
LEVEL
2'
1:4
2' MIN.GROUNDNATURAL
1:4
GROUNDNATURAL
CURB & GUTTERTYPE F
CURB & GUTTERTYPE F
CURB & GUTTERTYPE F
CURB & GUTTERTYPE F
PGP
CARTER STREET TO ANDERSON STREET
TERRY AVENUE
TYPICAL SECTION
STA. 213+41.96 TO STA. 220+41.47
STA. 30+00.00 TO STA. 34+26.92 CARTER ST. E
STA. 20+00.00 TO STA. 23+70.09 CARTER ST. W
STA. 16+00.00 TO STA. 20+35.99 CONLEY ST.
4
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
CENTER OF ROUNDABOUT
DESIGN SPEED = 20 MPH
K = N/A D = N/A T = N/A (24 HOUR)
ESTIMATED DESIGN YEAR = 2045 AADT = N/A
ESTIMATED OPENING YEAR = 2025 AADT = N/A
= 2018 AADT = N/ACURRENT YEAR
27'-4"
0.02
APRON
TRUCK
APRON
TRUCK
9'-9"
0.02
TRAVEL LANE
20'
TRAVEL LANE
20'
SWK
7' 6'
NATURAL GROUND
SWK
7'6'
54'-8"
STANDARD CLEARING OF GRUBBING
4" 3" 4"3"
12"12"
0.02 0.020.020.020.02 0.02 0.020.02
27'-4" 9'-9"
12"12"
TYPICAL SECTIONS
SOD
ZONE
TURE
FURNI-
SOD
ZONE
TURE
FURNI-
GROUNDNATURAL
1:4
LEVEL
2'
2' MIN.2' MIN.
LEVEL
2'
SOD
1:4
1:4
SOD
NEW CONSTRUCTION (TRUCK APRON)
STA. 212+21.96 TO STA. 213+41.96 £ TERRY AVE.
STA. 206+30.69 TO STA. 207+50.69 £ TERRY AVE.
4" 4" 4"4"
CURB & GUTTERTYPE F
TYPE D CURB TYPE D CURB
CURB & GUTTERTYPE F
CURB & GUTTERTYPE RA
CURB & GUTTERTYPE RA
0.04 0.04
GRADE CONTROLGRADE CONTROL
NEW CONSTRUCTION (ROUNDABOUT)
TYPE B STABILIZATION LBR 40TYPE B STABILIZATION LBR 40
0.02 0.02
6'
SWKLANE
TRAVEL
NATURAL GROUND
LBR 40TYPE B STABILIZATION
GROUNDNATURAL
LANE
TRAVEL
12"
0.02 0.02PGP
4" 4"
0.02
2' MIN.
SOD
2' MIN.
LEVEL
2'
1:4
1:4
STANDARD CLEARING AND GRUBBING
0'-6'
VARIES
5'-7'
VARIES
SOD
ZONE
TURE
FURNI-
1:4
CURB & GUTTERTYPE F
CURB & GUTTERTYPE F
TRAFFIC DATA
TYPICAL SECTION - ROUNDABOUT
STA. 50+00.00 TO STA. 50+96.42
AVONDALE AVE.
TYPICAL SECTION
12' 12'
SOD
£ AVONDALE AVENUE
18' VARIES 19'-27'
R/W VARIES (19' MIN.)
VARIES 37'-45'
FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (PG 76-2ARB)
TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) (2")
OPTIONAL BASE GROUP 6 WITH
12' CONCRETE PAVEMENT (AMS-STD-595-21105 RED)
OPTIONAL BASE GROUP 11 WITH
5
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
5. SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE:
TELEPHONE NUMBERSCONTACTCOMPANY4. UTILITY/AGENCY OWNERS:
POINTS HAVE NOT BEEN VERIFIED.
VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE
ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE
3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh)
SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON
2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAL DATUM OF 1988 (NAVD 88).
GENERAL NOTES
GENERAL NOTES
6
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
CURVE DATA T1
PI STA. = 202+59.99
T = 113.70
L = 227.16
R = 2,000.00
PC STA. = 201+46.29
PT STA. = 203+73.45
CURVE DATA T2
PI STA. = 204+85.69
T = 112.24
L = 224.25
R = 2,000.00
PC STA. = 203+73.45
PT STA. = 205+97.70
200 201
PC S
TA.
201
+46.2
9
202203
PR
C S
TA.
203
+73.4
5
204205
= NCe= NCe
TERRY AVE.
GO
RE S
T.
ERESKEN AVE.
WILLIS S
T.
PARRAMORE AVE.
R/W LINE
R/W LINE
R/W LINE
T-2
T-1
£ TERRY
(4" CONC.)
12' SHARED USE PATH
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
TYPE A CURB
7' CONC. SIDEWALK (4")
DRIVEWAY (6" CONC.)
ASPHALT TURNAROUND
17'
23.5'
17'
16.5'
16.5'
10'
10'
10'
£ TERRY STA. 200+73.58
MEET EXIST.
BEGIN CONST.
STA. 199+85.65
BEGIN PROJECT
ST
S
ST
SS
TS
ST
S
N
50
Feet
0 10
MA
TC
HLIN
E S
TA 205
+60.0
0
ROADWAY PLAN (1)
106.5
922
7
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
POT STA. 16+00.00
16 17 18 19 20POT STA. 20+35.99
PT S
TA.
205
+97.7
0
206
207
PC S
TA.
207
+66.7
5
208
209
CURVE DATA T3
PI STA. = 208+80.01
T = 113.26
L = 225.10
R = 819.00
PC STA. = 207+66.75
PT STA. = 209+91.85
CURVE DATA T2
PI STA. = 204+84.60
T = 113.34
L = 226.44
R = 2,000.00
PC STA. = 203+71.26
PT STA. = 205+97.70
= NCe = NCe
SD
SD
SD
SD
SD
106.20
106.42
106.22
106.19
106.20
TE
RR
Y
AV
E.
CONLEY STREET
CALLAHAN DR
PA
RR
AM
OR
E
AV
E.
AV
ON
DA
LE
AV
E.
£ CONLEY STA. 20+35.99
MATCH EXIST.
END CONST.
£ CONLEY STA. 18+56.55
£ TERRY STA. 206+90.69 =
R/W LINE
R/W LINE
R/W LINE
T-3
T-2
£ TERRY
£ CONLEY
(4" CONC.)
12' SHARED USE PATH
TYPE A CURB
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
TYPE A CURB
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
TYPE RA CURB
TYPE D CURB
7' CONC. SIDEWALK (4")
7' CONC. SIDEWALK (4")
ASPHALT TURNAROUND
24'
24'
17'17'
26'R
26'R
(4" CONC.)
12' SHARED USE PATH
£ CONLEY STA. 17+28.48
MEET EXIST.
BEGIN CONST.
10'
STS
STS
STS
STS
STS
STS
SAN SAN
WATER
WATER
UNKNOWN UTILITY
SAN
SAN
MATCHLINE STA 205+60.00
N
ROADWAY PLAN (2)
50
Feet
0 10MATCHLINE STA 209+30.00
8
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ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
POT STA. 34+26.9
2
33
34 SAN
PR
C S
TA.
209
+91.8
5
210
211
212
PT S
TA.
212+17.7
3
213
214
CURVE DATA T4
PI STA. = 211+05.51
T = 113.66
L = 225.89
R = 819.00
PC STA. = 209+91.85
PT STA. = 212+17.73
PRC STA. 21+65.86
20
2122 23
20+00.00
POT STA.PC STA. 20
+53.15
23+55.85
PT STA.
CURVE DATA CW2PI STA. = 22+61.28
L = 189.99
T = 95.42
R = 819.00PC STA. = 21+65.85PT STA. = 23+55.85
CURVE DATA CW1
PI STA. = 21+09.85
T = 56.71
L = 112.71
R = 412.00
PC STA. = 20+53.15
PT STA. = 21+65.85
30
31
32
33
PC STA.
30+6
3.35
PT STA.
31+8
1.01
CURVE DATA CE1
PI STA. = 31+22.20
T = 58.84
L = 117.66
R = 2,000.00
PC STA. = 30+63.35
PT STA. = 31+81.01
CURVE DATA A1
PI STA. = 50+43.08
T = 43.08
L = 81.36
R = 100.00
PC STA. = 50+00.00
PT STA. = 50+81.36
50
50+00.0
0
PC S
TA.
50+81.3
6P
T S
TA.POT
STA. 50
+96.4
2
= NCe
= NCe
= NCe
= RCe = NCe
TE
RR
Y A
VE.
CARTER ST.
PA
RR
AM
OR
E A
VE.
AV
ON
DA
LE A
VE.
£ CARTER W STA. 20+15.51
MATCH EXIST.
BEGIN CONST.
£ CARTER_W STA. 23+70.09
£ TERRY STA. 212+81.96 =
£ CARTER_E STA. 30+00.00
£ TERRY STA. 212+73.33 =
R/W LINE
R/W LINE
CW-1
CW-2
CE-1
T-4
T-3
£ CARTER W
£ CARTER E
£ AVONDALE
£ TERRY
(4" CONC.)
12' SHARED USE PATH
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
TYPE A CURB
CURB & GUTTER
TYPE F CURB & GUTTER
TYPE F
TYPE A CURB
7' CONC. SIDEWALK (4")
7' CONC. SIDEWALK (4")
DRIVEWAY (6" CONC.)
17' 17'
10'
10'
10' 10'
26'R
26'R
26'R
26'R
10'
10'
10'
£ AVONDALE STA. 50+00.00
MEET EXIST.
BEGIN CONST.
A1
£ CARTER_E STA. 32+18.77 =
END £ AVONDALE STA. 50+96.42
STS
STS
SS
SS
WATER
WATER
SAN
SAN
WATER
SAN
WATER
MATCHLINE STA 209+30.00
MATCHLINE STA 21
3+90.00
MA
TC
HLIN
E S
TA 403
+00.0
0
CARTER ST.
INSET (1)
SE
E "I
NS
ET (1)"
MA
TC
HLIN
E S
TA 403+00.0
0
N50
Feet
0 10
ROADWAY PLAN (3)
24'
£ CARTER E STA. 210+77.17
MATCH EXIST.
END CONST.
9
\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\PLANRD04.dgnGuzmanV 12/18/2019 1:46:05 PM Default
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
PC S
TA.
40+85.5
8
PR
C S
TA.
41+71.8
5
214
215
PC STA. 2
15+45.1
7
216217
PT STA. 217+81.02
218
PC STA. 218+46.95
219 220
CURVE DATA T5
PI STA. = 216+64.96
T = 119.79
L = 235.85
R = 546.00
PC STA. = 215+45.17
PT STA. = 217+81.02
PC STA. 220+13.10
CURVE DATA T6
PI STA. = 219+30.68
T = 83.72
L = 166.15
R = 546.00
PC STA. = 218+46.95
PT STA. = 220+13.10
218
40
41
42
43
CURVE DATA L1
PI STA. = 41+28.75
T = 43.17
L = 86.27
R = 820.00
PC STA. = 40+85.58
PT STA. = 41+71.85
CURVE DATA L2
PI STA. = 42+70.57
T = 98.73
L = 196.16
R = 698.00
PC STA. = 41+71.85
PT STA. = 43+68.00
= RCe = RCe
= RCe= NCe
WATER
WATER
TERRY AVE.
LO
NG A
VE.
SR 408 E
B
PARRAMORE AVE.
AN
DE
RS
ON S
T.
R/W LINE
T-5
T-6
L-1
L-2
£ TERRY
£ LONG
(4" CONC.)
12' SHARED USE PATH
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
CURB & GUTTER
TYPE F
7' CONC. SIDEWALK (4")
15'
15'
20'
CURB & GUTTER
TYPE F
10'
10'
10'10'
35'R 45'R
29'R
55'R
15'R 15'R
£ LONG STA. 40+00.00
MEET EXIST.
BEGIN CONST.
TYPE A CURB
STA. 220+41.47
END PROJECT
£ TERRY STA. 220+17.27
MEET EXIST.
END CONST.
£ LONG STA. 43+68.00
£ TERRY STA. 216+51.94 =
OR PATH
BACK OF CURB TO BACK OF SIDEWALK (4" CONC.)
PAVE AREA UNDER BRIDGES FROM
SS
SS
SS
WA
TE
R
WA
TE
R
SA
N
EXP
RESS
WA
Y A
UT
HORIT
Y
SR 408
WB
N
50
Feet
0 10
ROADWAY PLAN (4)
MA
TC
HLIN
E S
TA 213+90.0
0
10
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
X:\P\43219315201_Terry\roadway\PROFRD01.dgnGuzmanV 12/18/2019 11:46:56 AM Default
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROADWAY PROFILE
106.6
3
PI +00.0
0
EL.
107.5
0
(+) 0.339% (-) 0.448%
100' V.C.
K = 127
PI +30.6
9
EL.
106.4
7
(-) 0.448% (+) 1.000%
100' V.C.
K = 69
+50.0
0 E
L.
107.3
3
+50.0
0 E
L.
107.2
8
107.3
6
107.4
0
107.4
1
107.3
8
107.3
2
+80.6
9 E
L.
106.6
9
+80.6
9 E
L.
106.9
7
106.6
3
106.6
3
106.6
8
106.7
9
100
105
110
+30.6
9 E
L.
107.4
7
e=NC
106.2
5
£ TERRY
PROFILE GRADE LINE AT
£ TERRY
EXIST. GROUND LINE AT
EL. 106.63
STA 200+42.17
BEGIN PROFILE
EL. 107.47
STA 206+30.69
END PROFILE
SEE PLANSCONLEY ST. ROUNDABOUT
STA 199+85.65
BEGIN PROJECT
107.0
4
PI +50.0
0
EL.
105.4
8
(-) 1.000% (+) 1.853
%
100' V.C.
+00.0
0 E
L.
105.9
8
+00.0
0 E
L.
106.4
0
105.8
3
105.8
1
105.8
9
106.0
9
106.4
0
+50.6
9 E
L.
107.4
7
+21.9
6 E
L.
110.5
2
+41.9
6 E
L.
110.5
2
e=NC
EL. 107.47
STA 207+50.69
BEGIN PROFILE
EL. 110.52
STA 213+41.96
BEGIN PROFILE
EL. 110.52
STA 212+21.96
END PROFILE
(-) 1.000%
108.2
3
106.2
5
£ TERRY
EXIST. GROUND LINE AT
£ TERRY
PROFILE GRADE LINE AT
SEE PLANSROUNDABOUTCONLEY ST.
CARTER ST ROUNDABOUT SEE PLANS
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00
213+00212+00211+00210+00209+00208+00207+00 214+00
105
110
115
105
110
115
105
110
115
105
110
115
1" = 5' Vertical
1" = 50' Horizontal
SCALE:
1" = 5' Vertical
1" = 50' Horizontal
SCALE:
TERRY AVENUE
TERRY AVENUE
11
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
X:\P\43219315201_Terry\roadway\PROFRD02.dgnGuzmanV 12/18/2019 11:46:56 AM Default
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROADWAY PROFILE
PI +50.0
0
EL.
107.4
4
(-) 1.000% (-) 1.305%
100' V.C.
K = 328
PI +50.0
0
EL.
103.5
2
(-) 1.305% (+) 1.000%
100' V.C.
K = 43
104.2
2
+00.0
0 E
L.
107.9
4
+00.0
0 E
L.
106.7
8
107.7
3
107.5
1
107.2
8
107.0
4
+00.0
0 E
L.
104.1
7
+00.0
0 E
L.
104.0
2
103.9
6
103.8
4
103.8
1
103.8
7
e=NC NC TO RC
LT SE TRANSITION
RT e=NC RT e=NC
LT e=RC
RC TO NC
LT SE TRANSITION
RT e=NC
NC TO RC
RT SE TRANSITION
LT e=NC
RT e=RC
RT e=NC
+97.1
7
+57.1
7
+69.0
2
+98.9
5
+29.0
2
+58.9
5
+57.2
7
+17.2
7
EL. 104.22
STA 220+20.00
END PROFILE
108.2
3108.2
3
£ TERRY
EXIST. GROUND LINE AT
£ TERRY
PROFILE GRADE LINE AT
LT SE TRANSITION
RT SE TRANSITION
ST. EOP
MEET ANDERSON
ST. EOP
MEET ANDERSON
104.2
2
STA 220+41.47
END PROJECT
100
105
110
(+) 1.500%
106.6
6
PI +90.0
0
EL.
105.4
2
(-) 2.790%(+) 0.500%
90' V.C.
+45.0
0 E
L.
106.6
8
+35.0
0 E
L.
105.6
5
106.3
0
105.9
2
105.6
9
105.6
1
+96.5
2 E
L.
107.4
7
+16.5
2 E
L.
107.4
7
e=NC
£ CONLEY
EXIST. GROUND LINE AT
£ CONLEY
PROFILE GRADE LINE AT
e=NC
EL. 106.66
STA 17+42.29
BEGIN PROFILE
EL. 107.47
STA 19+16.52
BEGIN PROFILE
EL. 105.65
STA 20+35.99
END PROFILE
EL. 107.47
STA 17+96.52
END PROFILE
CONLEY ST ROUNDABOUT
SEE PLANS
106.3
1
106.6
8
105.7
2
214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00
105
110
105
110
1" = 5' Vertical
1" = 50' Horizontal
SCALE:
TERRY AVENUE
100 100
CONLEY ST
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
105
110
105
110
115 115
12
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
X:\P\43219315201_Terry\roadway\PROFRD03.dgnGuzmanV 12/18/2019 11:46:57 AM Default
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROADWAY PROFILE
100
105
110
106.0
7
PI +40.0
0
EL.
107.1
2
(+) 0.840% (+) 2.000
%
100' V.C.
+90.0
0 E
L.
106.7
0
+90.0
0 E
L.
108.1
2
106.7
9
107.0
0
107.2
6
107.5
7
107.9
2
+10.0
8 E
L.
110.5
2
e=NCe= 0.0 TO RC
LT SE TRANSITION
e= 0.0 TO NC
LT SE TRANSITION
LT e=RC
RT e=NC
RC TO NC
LT SE TRANSITION
RT e=NC
+16.0
0
+66.0
0
+55.8
6
+05.8
6
EL. 110.52
STA 23+10.08
END PROFILE
EL. 106.07
STA 20+15.22
BEGIN PROFILE
£ CARTER_W
PROFILE GRADE LINE AT
£ CARTER_W
EXIST. GROUND LINE AT
ST. EOP
MEET PARRAMORE
ROUNDABOUT EOP
MEET CARTER ST
106.1
0
105.0
3
100
105
110
PI +70.0
0
EL.
108.3
4
(-) 2.000% (-) 0.750%
100' V.C.
106.4
2
+20.0
0 E
L.
109.3
4
+20.0
0 E
L.
107.9
7
108.9
7
108.6
4
108.3
7
108.1
4
+61.2
0 E
L.
110.5
2
e=NC
£ CARTER_E
PROFILE GRADE LINE AT
£ CARTER_E
EXIST. GROUND LINE AT
EL. 110.52
STA 30+61.20
BEGIN PROFILE
EL. 106.42
STA 34+26.92
END PROFILE
107.7
9
106.9
1
106.4
2
20+00 21+00 22+00 23+00
105
110
105
110
1" = 5' Vertical
1" = 50' Horizontal
SCALE:
CARTER ST
30+00 31+00 32+00 33+00 34+00
105
110
105
110
115 115
115115
CARTER ST
13
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
X:\P\43219315201_Terry\roadway\PROFRD04.dgnGuzmanV 12/18/2019 11:46:57 AM Default
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROADWAY PROFILE
100
105
110
PI +80.0
0
EL.
105.1
7
(+) 0.300% (-) 0.596%
104.9
6
PI +05.0
0
EL.
104.4
3
(-) 0.596% (+) 3.0
98%
100' V.C.
PI +10.0
0
EL.
107.6
8
(+) 3.0
98%(+) 0.000%
80' V.C.
107.6
8
+55.0
0 E
L.
104.7
3
+55.0
0 E
L.
105.9
8
104.7
0
104.6
9
104.8
3
105.1
2
105.5
5
+70.0
0 E
L.
106.4
4
+50.0
0 E
L.
107.6
8
106.7
3
107.2
0
107.5
1
107.6
6
e=NC NC TO RC
LT SE TRANSITION
RT e=NC RT e=NC
LT e=RC
+31.8
5
+81.8
5
+03.0
1
+53.0
1
EL. 104.96
STA 40+10.00
BEGIN PROFILE
£ LONG
EXIST. GROUND LINE AT
£ LONG
PROFILE GRADE LINE AT
SE TRANSITION
AVE. EOP
MEET TERRY
EL. 107.68
STA 43+53.01
END PROFILE
105.5
2
105.7
3
100
105
110
(+) 0.996%
106.9
2
e=NC
EL. 106.92
STA 50+00.00
BEGIN PROFILEEL. 107.78
STA 50+86.42
END PROFILE
£ AVONDALE
PROFILE GRADE LINE AT
£ AVONDALE
EXIST. GROUND LINE AT
ST. EOP
MEET CARTER
107.2
9
40+00 41+00 42+00 43+00
105
110
105
110
1" = 5' Vertical
1" = 50' Horizontal
SCALE:
50+00 51+00
105
110
105
110
115 115
115115
LONG ST
AVONDALE ST
14
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:58 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.40
106.7
4
£ TERRY
1:4
1:4
0.020.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
£ TERRY
1:40.02 0.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
£ TERRY
1:4
1:4
0.020.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
200+73.58
104 104
106 106
108 108
201+00.00
100 100
102 102
104 104
106 106
108 108
110 110
112 112
202+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
PERFORMED BY I-4 ULTIMATE CONTRACTOR.
CONNECTOR ROADS EMBANKMENT TO BE
SHOWN INDICATES EXPECTED REMOVAL OF
ROADS IN PLACE. EXISTING GROUND LINE
WITH EXISTING INTERSTATE CONNECTOR
SOIL BORINGS SHOWN HERE TAKEN
NOTE:
106.37
106.8
3
ABTER-2016
7
GNE 1/18/2016
200+98.99106.26
107.1
7
15
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:58 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
1:4
0.02 0.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
£ TERRY
1:4
1:40.02
0.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
203+00.00
100 100
102 102
104 104
106 106
108 108
110 110
112 112
204+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-202*
6
GNE 1/18/2016
202+03.40
106.45
107.4
1
GNE 1/18/2016
6
8
ABTER-203*
202+68.05
107.08
107.0
6
16
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:58 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
0.02 0.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
82 82
84 84
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
205+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-204*
6
>
GNE 1/18/2016
204+28.876
GNE 3/25/2016
106.14
106.6
3
0' to 25' = STRATUM 6
203+86.09
TER-204*
17
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:59 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:6
1:4
0.020.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
TURNAROUND
ERESKEN AVE.
106.60
107.4
7
£ TERRY
1:4
1:4
0.02 0.02EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
206+00.00
100 100
102 102
104 104
106 106
108 108
110 110
206+30.69
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-205*
6
7
GNE 1/18/2016
204+84.79
106.34
107.1
6
6
1/18/2016 ABTER-206*
206+18.33
18
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:59 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.12
107.4
7
£ TERRY
1:4
1:4
0.02 0.02
EXIS
T.
LA R/
W
£ TERRY
1:41
:4
0.02 0.02EXIS
T.
LA R/
W
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
207+50.69
100 100
102 102
104 104
106 106
108 108
110 110
208+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
71/18/2016
ABTER-207*
207+20.07
ABTER-208*
7
1/18/2016
207+85.38
105.19
106.9
8
19
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:59 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
0.02 0.02
EXIS
T.
LA R/
W
SE
E P
ON
D P-10-2
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
209+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-209*
6
8
1/18/2016
208+73.39
105.10
105.9
8
20
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:59 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
0.020.02
EXIS
T.
LA R/
W
SE
E P
ON
D P-10-2
00 2020 4040 6060 8080 100100 120120140
84 84
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
210+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-210*
GNE 1/18/2016
>
209+93.01
7
6
>GNE 3/24/2016
105.82
106.4
0
23' TO 35' = STRATUM 6
18' TO 23' = STRATUM 7
209+94.90
TER-210*
6
21
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:59 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
0.02 0.02
SE
E P
ON
D P-10-2
00 2020 4040 6060 8080 100100 120120140
84 84
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
112 112
114 114
211+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
6
ABTER-211*
GNE 1/18/2016>
210+85.14
6
8
6
>
107.65
108.2
6GNE 3/24/2016
23' TO 30' = STRATUM 6
18' TO 23' = STRATUM 8
210+86.65
TER-211*
22
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
0.02 0.02
SE
E P
ON
D P-10-2
109.38
110.5
2
£ TERRY
1:4 1
:4
0.020.02
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
114 114
212+00.00
104 104
106 106
108 108
110 110
112 112
114 114
212+21.96
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-212*
GNE 1/18/2016
6
>
212+10.11
109.41
110.1
1
23
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
B236-1*
6
8
7
8
8/21/2014
213+64.88
106.85
110.5
2
£ TERRY
1:4
1:4
0.02 0.02SE
E £ C
AR
TE
R_
W
00 2020 4040 6060 8080 100100 120120140
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
213+41.96
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
24
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
1:4
0.02 0.02
EXIS
T.
WA
LL
00 2020 4040 6060 8080 100100 120120140
102 102
104 104
106 106
108 108
110 110
112 112
214+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
108.23
109.9
4
25
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
0.020.02
EXIS
T.
BRID
GE C
LA
DDIN
G
WA
LL P
A299-2
EXIS
T.
BRID
GE C
LA
DDIN
G
WA
LL P
A299-5
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
120 120
122 122
124 124
126 126
128 128
130 130
215+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
108.22
108.9
4
26
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
1:60.02
0.02
00 2020 4040 6060 8080 100100 120120140
102 102
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
120 120
122 122
124 124
126 126
128 128
130 130
216+00.001" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-217-2*
1/18/2016
6
ABTER-217-1*
GNE 1/17/2016 >
6
217+11.37
217+37.87
107.85
107.9
4
27
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:00 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
1:4
0.02
0.02
EXIS
T.
LA R/
W
00 2020 4040 6060 8080 100100 120120140
84 84
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
217+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-218*
GNE 1/17/20166
>
218+47.14
218+03.04
6
7
13' TO 20' = STRATUM 7
3/25/2016
105.23
106.7
8
TER-218*
28
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:01 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:4
1:500.020.02E
XIS
T.
LA R/
W
FPID 432193-1-52-01
I-4
ULTI
MA
TE P
ROJE
CT
PO
ND P-12
00 2020 4040 6060 8080 100100 120120140
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
218+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-219*
6
7
1/17/2016
219+06.01
105.49
105.4
8
29
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:01 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
£ TERRY
1:6
1:250.02
0.02
EXIS
T.
LA R/
W
FPID 432193-1-52-01
I-4
ULTI
MA
TE P
ROJE
CT
PO
ND P-12
£ TERRY
1:3
1:4
0.020.02
EXIS
T.
LA R/
W
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
FPID 432193-1-52-01
I-4
ULTI
MA
TE P
ROJE
CT
PO
ND P-12
00 2020 4040 6060 8080 100100 120120140
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
219+00.00
100 100
102 102
104 104
106 106
108 108
110 110
220+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
TERRY AVE
ABTER-220*6
1/17/2016
220+07.21
105.35
104.1
7
104.78
104.0
2
30
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:01 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.64
106.6
61:50 1:
6
£ CONLEY
EXIS
T.
R/
W
106.65
107.4
7
1:4
1:4
0.02 0.02
£ CONLEY
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
112 112
17+42.29
104 104
106 106
108 108
110 110
112 112
17+96.52
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CONLEY ST
TURNAROUND
ERESKEN AVE.
6
1/18/2016
ABCON-18*
818+42.37
31
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:01 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.37
107.4
71:4
1:4
0.02 0.02
£ CONLEY
EXIS
T.
R/
W
EXIS
T.
R/
W
105.6
9
106.19
1:4
1:40.02 0.02
£ CONLEY
EXIS
T.
FE
NC
E
EXIS
T.
R/
W
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
112 112
19+16.52
104 104
106 106
108 108
110 110
112 112
20+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CONLEY ST
ABCON-19*18+97.00 R 1
6
81/18/2016
32
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:01 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.7
9
0.020.02
1:4
£ CARTER_W
SE
E P
ON
D P-10-2
108.3
2
1:4
1:4.6
0.02 0.02
£ CARTER_W
SE
E P
ON
D P-10-2
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
114 114
21+00.00
104 104
106 106
108 108
110 110
112 112
22+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CARTER ST
106.84
106.55
33
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
110.3
21:4
1:5.2
0.02 0.02
£ CARTER_W
SE
E P
ON
D P-10-2
105.03
110.5
2
1:6.6
1:4
0.02 0.02
£ CARTER_W
SE
E P
ON
D P-10-2
00 2020 4040 6060 8080 100100 120120140
100 100
102 102
104 104
106 106
108 108
110 110
112 112
114 114
23+00.00
102 102
104 104
106 106
108 108
110 110
112 112
114 114
23+10.08
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CARTER ST
104.77
34
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
107.79
110.5
2
1:4
0.010 0.02
£ CARTER_E
SE
E £ T
ER
RY C
RO
SS S
EC
TIO
NS
109.7
4
1:4
1:4
0.02
£ CARTER_E
00 2020 4040 6060 8080 100100 120120140
106 106
108 108
110 110
112 112
114 114
116 116
118 118
30+61.20
102 102
104 104
106 106
108 108
110 110
112 112
31+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CARTER ST
107.26
35
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
108.1
4
1:4
£ CARTER_E
EXIS
T.
LA R/
W
EX
SIT.
FE
NC
E
SE
E £
AV
ON
DA
LE C
RO
SS S
EC
TIO
NS
107.3
7
1:4
1:4
0.02
£ CARTER_E
EXIS
T.
LA R/
W
EX
SIT.
FE
NC
E
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
32+00.00
104 104
106 106
108 108
110 110
112 112
33+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CARTER ST
107.32
106.84
36
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.6
2
1:4
1:40.02
£ CARTER_E
EXIS
T.
LA R/
W
EX
SIT.
FE
NC
E
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
34+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
CARTER ST
106.41
37
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
105.0
5
0.02
£ LONG
EXIS
T.
LA R/
W
EX
SIT.
FE
NC
E
EX
SIT.
FE
NC
E
EXIS
T.
R/
W
EXIS
T.
WA
LL
00 2020 4040 6060 8080 100100 120120140
102 102
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
120 120
122 122
124 124
126 126
128 128
41+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
LONG ST
104.67
38
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:02 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
104.8
3
0.02
£ LONG
EXIS
T.
R/
W
EX
SIT.
FE
NC
E
EXIS
T.
WA
LL
00 2020 4040 6060 8080 100100 120120140
102 102
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
120 120
122 122
124 124
126 126
128 128
42+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
LONG ST
104.82
39
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:03 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
B231-1*
8/11/20146
8
6
12+45.78
107.2
0
1:4
1:500.02
£ LONG
00 2020 4040 6060 8080 100100 120120140
86 86
88 88
90 90
92 92
94 94
96 96
98 98
100 100
102 102
104 104
106 106
108 108
110 110
112 112
114 114
116 116
118 118
120 120
122 122
43+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
LONG ST
106.46
8' TO 12' = STRATUM 8
12' TO 20' = STRATUM 6
40
X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:47:03 AM Rdxsrd_shg
A
Regular Exc. Embankment
AV V
432193-5-52-01 ORANGE
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
301 E. PINE ST, SUITE 350
ORLANDO, FLORIDA 32801
CERTIFICATE OF AUTHORIZATION 5620
RENATO J. GONZALEZ, P.E.
P.E. LICENSE NUMBER 54461
RS&H, INC.
106.9
2
1:4 0.02
£ AVONDALE
EXIS
T.
LA R/
W
EX
SIT.
FE
NC
E
EXIS
T.
R/
W
00 2020 4040 6060 8080 100100 120120140
104 104
106 106
108 108
110 110
112 112
50+00.00
1" = 20' Horizontal
1" = 5' Vertical
CROSS SECTIONS
AVONDALE ST
106.92
41
SURVEY ENDS STA. :
MATERIALS AND RESEARCH
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS
CONTENT
ORGANIC
CONTENT
MOISTURE
PERCENT PASS (%)
SIEVE ANALYSIS RESULTS
NO.
STRATUM
ORGANIC
%
MESH
10
MESH
40
MESH
60
MESH
100
MESH
200
TESTS
NO. OF
LIMIT
LIQUID
ohm-cm
RESISTIVITY
ppm
CHLORIDE
ppm
SULFATES
DATE OF SURVEY:
SURVEY MADE BY:
SUBMITTED BY: COUNTY:
ROAD NO.:
DISTRICT:
LIMITS (%)
ATTERBERG
TESTS
NO. OF
TESTS
NO. OF
INDEX
PLASTIC
GROUP
AASHTO
CONTENT
MOISTURE
TESTS
NO. OF
DESCRIPTION
TESTS
NO. OF
CORROSION TEST RESULTS
pH
5-10 100 13 -- 8 92-94 47-53 -- 99 -- -- 1 6 --
EMBANKMENT AND SUBGRADE MATERIAL
STRATA BOUNDARIES ARE APPROXIMATE. MAKE FINAL CHECK AFTER GRADING.
GNE - GROUNDWATER NOT ENCOUNTERED
4/8/2016bsawaska c:\pwworking\tpa\d0844746\rdssgeoPkg06_01.dgn4:36:12 PM
432193-1-52-01 ORANGE 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SURVEY (1 OF 2)
ROADWAY SOIL
THE INTRODUCTION OF DRILLING FLUID
GROUNDWATER NOT APPARENT DUE TO GNA -
A-3
TIERRA, INC.
11-29 100 19-21 215 85-95 56-68 NP-5 97-99 NP-26 -- 2 7 -- A-2-4
5
SR 400
ORANGE
FINANCIAL PROJECT ID : 432193-1-52-01
NOTES:
KEVIN H. SCOTT, P.E.
PROJECT NAME: I-4 ULTIMATE - AREA 2
NP - NON PLASTIC
25-27 100 19 2 2 92 52 11-12 99 23-28 -- -- -- -- -- -- 2 8 --
KEVIN H. SCOTT, P.E.
7351 TEMPLE TERRACE HIGHWAY
P.E. LICENSE NUMBER 65514
TIERRA, INC.
TAMPA, FLORIDA 33637
CERTIFICATE OF AUTHORIZATION 6486
GRAY TO BROWN SAND TO SAND WITH SILT
A-4/A-6
A-2-6/
DOWNTOWN - AREA 2, PACKAGE 6
-- -- -- ---- -- -- -- -- -- -- -- -- 9 -- -- -- -- --
6.
5.
4.
3.
2.
1.
>
A-7-6
A-7-5/
ESTIMATED SEASONAL HIGH GROUNDWATER TABLE
SEASONAL HIGH GROUNDWATER TABLE DEEPER THAN DEPTH INDICATED
GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS
15+18.19 27+18.00
14 5,800-50,000 15-45 5.5-8.4
8 1,500-17,000 15-75 <4.8-77 5.3-8.3
<4.8-65
SURVEY ENDS STA. :
SURVEY ENDS STA. : 16+97.75 19+43.47
SURVEY ENDS STA. : 68+32.01 74+26.50
SURVEY ENDS STA. : 10+15.40 13+64.49
SURVEY ENDS STA. :
SURVEY ENDS STA. : 0+00.00 30+00.00
SURVEY ENDS STA. : 12+88.59 20+75.31
SURVEY ENDS STA. : 20+03.92 21+57.63
SURVEY ENDS STA. :
200+42.14
3994+21.00
4047+00.00
220+12.13
4018+60.18
4062+07.83
TH
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OF
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OF
THI
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SH
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FI
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DI
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SI
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ED
AN
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AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SURVEY BEGINS STA. :
SOUTH STREET (EASTBOUND)
SILVIA LANE 2
SILVIA LANE
DIVISION STREET
ANDERSON STREET
LONG STREET
CARTER STREET
CONLEY STREET
TERRY AVENUE
GORE STREET
GRAY TO BROWN SILTY SAND
GRAY TO GREEN-GRAY CLAY
LIGHT GRAY TO BROWN SILTY TO CLAYEY SAND
-- -- -- ---- -- -- -- -- -- -- --10 -- -- -- -- -- -- A-8 DARK GRAY TO DARK BROWN ORGANIC SILTY SAND TO MUCK
(P) GROUNDWATER TABLE OR ESTIMATED SEASONAL HIGH GROUNDWATER TABLE IS PERCHED CONDITION
OCTOBER 2014 - APRIL 2016
* - INDICATES BORINGS PERFORMED BY TIERRA, INC.
WITHIN THE RFP BY THE FDOT AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
PERFORMED BY TIERRA, INC. BORINGS WITHOUT AN ASTERISK WERE PROVIDED
BORINGS SHOWN WITH AN ASTERISK (*) ON THE PROJECT CROSS-SECTIONS WERE
INDEX 500 AND UTILIZED IN ACCORDANCE WITH 505.
IF ENCOUNTERED DURING CONSTRUCTION, SHALL BE REMOVED IN ACCORDANCE WITH
ENCOUNTERED DURING THE SUBSURFACE EXPLORATION FOR PACKAGE 6. STRATA 4 AND 10,
THE MATERIAL FROM STRATA 4 AND 10 (A-8) IS MUCK. HOWEVER, STRATUM 10 WAS NOT
REMOVED IN ACCORDANCE WITH INDEX 500 AND UTILIZED IN ACCORDANCE WITH 505.
PACKAGE 6. STRATA 5, 8 & 9, IF ENCOUNTERED DURING CONSTRUCTION, SHALL BE
STRATUM 9 WAS NOT ENCOUNTERED DURING THE SUBSURFACE EXPLORATION FOR
MATERIAL FROM STRATUM 9 (A-7-5/A-7-6) IS HIGH PLASTIC MATERIAL. HOWEVER,
THE MATERIAL FROM STRATA 5 AND 8 (A-2-6/A-4/A-6) IS PLASTIC MATERIAL. THE
WATER LEVEL EXISTING AT THE TIME OF CONSTRUCTION.
TO DRY AND COMPACT. IT SHOULD BE USED IN THE EMBANKMENT ABOVE THE
THIS MATERIAL IS LIKELY TO RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT
THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505. HOWEVER,
THE MATERIAL FROM STRATA 3 AND 7 (A-2-4) APPEARS SATISFACTORY FOR USE IN
IN THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505.
THE MATERIAL FROM STRATA 1, 2 AND 6 (A-3) APPEARS SATISFACTORY FOR USE
THE PLANS FOR THIS PROJECT (FPID 432193-1-52-01).
SOILS SURVEY SHEET PREPARED FOR FPID 242484-4-52-01 THAT IS INCLUDED IN
THE PROJECT. FOR INFORMATION REGARDING STRATA 1 THROUGH 5 REFER TO THE
STRATA 6 THROUGH 9 REPRESENT SOIL STRATA ENCOUNTERED BY TIERRA FOR
STRATA 1 THROUGH 5 REPRESENT SOIL STRATA PROVIDED BY THE FDOT.
GR-1
12/16/2015bsawaska c:\pwworking\tpa\d0844746\rdssgeoPkg06_02.dgn11:03:45 AM
432193-1-52-01 ORANGE 400
ROAD NO. FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SURVEY (2 OF 2)
ROADWAY SOIL
KEVIN H. SCOTT, P.E.
7351 TEMPLE TERRACE HIGHWAY
P.E. LICENSE NUMBER 65514
TIERRA, INC.
TAMPA, FLORIDA 33637
CERTIFICATE OF AUTHORIZATION 6486
TIERRA, INC. HAS UTILIZED THE DATA IN OUR DESIGN AND IS SIGNING AND SEALING THIS DATA IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15.
RESULTS PROVIDED ON THIS SHEET AND/OR SUPPLEMENTAL INVESTIGATIONS, IT IS OUR PROFESSIONAL OPINION THAT ARDAMAN AND ASSOCIATES’ DATA IS REPRESENTATIVE OF SUBSURFACE CONDITIONS IN THE PROJECT CORRIDOR AND, THEREFORE,BORING AND LABORATORY TESTING DATA PROVIDED ON THIS SHEET WAS PERFORMED FOR THE FLORIDA DEPARTMENT OF TRANSPORTATION BY ARDAMAN AND ASSOCIATES. BASED ON TIERRA, INC’S REVIEW OF THE BORINGS AND LABORATORY TESTING
TH
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OF
THI
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SH
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TH
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EC
TR
ONI
C
FI
LE
DI
GI
TA
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Y
SI
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ED
AN
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SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
GR-2
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