Post on 29-Nov-2020
WA
TE
R
WA
TE
R
WA
TE
RW
AT
ER
WA
TE
R
WA
TE
R
WA
TE
R
WA
TE
R
ELE
CE
LE
C
ELE
C
WA
TE
R
WA
TE
R
TE
L
ELE
C
ELE
C
ELE
C
TE
L
ELE
C
ELE
C
ELE
C
UAO
TECOCOMCASTATTJEAJEAJEAJEA
TYPE
GMCATVBFOELEC.RWFMWM
NONEMINORMINORNONENONENONENONE
ADJUSTMENTANTICIPATED
UTILITY ADJUSTMENTS (SHEET 3)
LEGEND
ATC ALTERNATIVE TECHNICAL CONCEPT
LANE IDENTIFICATION
MILLING AND RESURFACING
EXPRESS LANES
CONCRETE PAVEMENT
ASPHALT PAVEMENT
BRIDGE
R/W LINE
LA R/W LINE
BARRIER WALL
GUARDRAIL
DRY POND
WET POND
C C
C C
C C
C. C.
C C
1200
1205
1210 1215
150
155
160
165
170
175
1000
1005
1010
1015
1020
1025
1030
10351040 1045
1050
1055
1060
1065
1070
1075
585
590
595
600
605
610
615
620
625
630
635640 645
650
655
660
665
670
675
1500
1505
1700
1705
1915
100 105 110115
120
125
130
135
1100
1105
1110
1115
1120
25
30
1400
1405
1410
1415
1420
1425
1300
1305
1310
1315
1320
PC
PT
PC
POT
PT
PC
C
PI
PT
PCC
PT
PC
POT
PT
PT
PC
C
PC
C
PC
C
PC PC
PT
PC
PT
POT
PC
C
PC
PR
C
PO
T
PC
PI
PO
T
PO
T
PT
PT
PC
PC
PC
PC
PO
T
PO
T
PI
PO
T
PO
T
PO
T
PT
PC
PO
T
355
360
365
370
PC
95
100
105
110
115
120
125
POT
POT
PI
3600
3605
3610
3615
3620
3625
3630
3635 36403645
36503655
3660
3665
3670
3675
1400
1405
1410
PC
C
PC
PO
T
PI
PI
PC
PT
PC
PT
PI
PI
1000
10051010
1015
1020
PC
PT
PROFILE GRADE LINE
EXIST. GROUND AT B CONST. RAMP G1
PROFILE GRADE LINE
EXIST. GROUND AT B CONST. RAMP L
PROFILE GRADE LINE
EXIST. GROUND AT B CONST. RAMP J
EXIST. GROUND AT B CONST. 9A NB
PROFILE GRADE LINE
PROFILE GRADE LINE
EXIST. GROUND AT B CONST. RAMP G2
PROFILE GRADE LINE
EXIST. GROUND AT B CONST. RAMP N2
PROFILE GRADE LINEEXIST. GROUND AT B CONST. RAMP N1
32.6
7
PI +21.7
6
EL. 32.5
7
(-) 0.100% (+) 1.650%
200' V.C.
K = 114
34.2
7
+21.7
6 E
L. 32.6
7
+21.7
6 E
L. 34.2
2
32.8
6
33.8
8
(-7.0% TO -5.3%)
TRANSTIONS.E.
+57.6
8
e = -7.0%
+57.6
8
MA
TC
H LIN
E S
TA. 585+00.0
0
MA
TC
H LIN
E S
TA. 679+00.0
0
3
202
20
30
40
50
60
20
30
40
50
60
155+00 160+00 165+00 170+00 175+00150+00
105+00 110+00 115+00 120+00 125+00 130+00
20
30
40
50
60
70
80
20
30
40
50
60
70
80
30+0025+00
30
40
50
60
70 70
60
50
40
30
Feet
100200
Butler Blvd
1215+00
10
20
30
40
50
10
20
30
40
50
1210+00
20
30
40
50
60
20
30
40
50
60
70 70
1400+00 1405+00 1410+001395+00
Ozark Dr
Baymeadows Rd E
Point
Meadows
Dr
Gate P
kwy
(SEE SH
EET 5)
178+
60.00
MATC
H LIN
E STA.
L
L
L
L
L
B CONST. RAMP G1
B CONST. RAMP N1
B CONST. RAMP N2
B CONST. RAMP G2
B CONST. RAMP O
B CONST. RAMP M
B CONST. RAMP L
B CONST. 9A SB
B CONST. RAMP KB CONST. RAMP H
B CONST. RAMP I
SHLDR MOUNTED NOISE BARRIER
GROUND MOUNTED NOISE BARRIER
GROUND MOUNTED NOISE BARRIER
POND SW11
EXIST. POND 4
EXIST. POND 5A EXIST. POND 5B
EXIST. POND 4A
EXIST. POND NWI-X
EXIST. POND NEI-X
EXIST. POND NEIEXIST. POND SEI-B
EXIST. POND SWI-A
Courtney Meadows
of North Florida
Dermatology Specialists
Reserve at Point Meadows Point Meadows Place
B CONST. 9A NB
Village Walk
L
L
L
L
L
L
L
L
L
L
L
L
L
EXIST. 16" FM TO BE AVOIDED
EXIST. 16" WM TO BE AVOIDED
SR 9A SB
SR 9A NBB SURVEY SR 9A
RAMP I
RAMP H
RAMP K
RAMP J
1N PMAR
L PMAR
M PMAR
B CONST. SR 202L
EXIST. 16" WM TO BE AVOIDED
EXIST. 12" FM TO BE AVOIDED
EXIST. BFO/CATV TO BE ADJUSTED
2N PMAR
RAMP G1RAMP G2
POND 5C
POND SE6POND SEI-A
Medical Spa*Natural Look
of Jacksonville*Electrolysis & Laser Center
LIMITS OF MILLING & RESURFACING
LIMITS OF MILLING & RESURFACING
END WIDENING BRIDGE #720605STA. 608+72.17
BEGIN WIDENING BRIDGE #720605
STA. 607+32.17
POND 56A
WETLAND LINE
EXIST. UTILITY EASEMENT
* VIBRATION SENSITIVE SITES
BankThe Jacksonville
St. Johns Vein Center* Mitra Parsa, DDS Orthodontics
Florida Eye Specialists* Mayo Primary Care Gate Parkway*
Northeast Florida*Biofeedback Associates of
Jacksonville Plastic Surgery - Medical SpaOrthodontic Specialists of Florida
BEGIN BRIDGE #720832
STA. 116+40.78
END BRIDGE #720832
STA. 123+90.78
1035+00 1040+00 1045+00 1050+00 1055+00 1060+00
30
20
40
50
20
30
40
50
LB SURVEY GATE PKWY
L
10
20
30
40
50 50
40
30
20
10
1400+00 1405+00
LB CONST. RAMP Q
PROP. 20" PVC RM FOR JEA
B CONST. RAMP JL
L
STA. 123+90.78END BRIDGE
STA. 116+40.78BEGIN BRIDGE
ATC 1B
Express Lane Direct Connection to JTB Ramps
including medical facilitiesSignificantly reduces impacts to adjacent residences and businesses, ●
the overall bridge length, MSE wall, and quantity of high fill areaSignificantly reduces maintenance by reducing the number of bridges,●
turbulence through this high volume segment of JTBeast on JTB or exit at Kernan Blvd, decreasing weaving and Eliminates lane changes for NB EL to JTB EB movement to continue●
Extends EL use by more than 7,000 LF (1.3 mi) prior to exiting to JTB●
SR 9A NB
SR 9A SB
1G
PM
AR
RA
MP G
2
RA
MP
N2
RA
MP
N1
RAMP G
ATC 7D
I-295 SB Express Lane Extension
throughout the projectSignificantly improves the ultimate EL configuration ●
entrance ramps to the EL, improving safetyReduces the number of lane shifts required for the JTB SB ●
lane access to Express LanesWidens the I-295 SB bridge over Gate Pkwy to provide a slip ●
and eliminating the need to repurpose GPL to an EL in the futureCenter Pkwy to the SR 9B interchange, fully restricting access Provides two delineator-separated EL from just south of Town ●
by nearly 9,500 LF (1.8 mi)additional EL between Town Center Pkwy and Gate Pkwy Maximizes the toll value for I-295 SB by providing an ●
EL entrance from 4 to 3 shiftsReduces Ramp M lane shifts to ATC 7D:
and piers over pondEliminates bridgeATC 1B:
lane over Gate ParkwayProvides an additional ATC 7D:
future widening condition of two lanesStraddle piers have been designed for ATC 1B:
entranceand R to gain access to the EL shifts required for Ramps L, M,Reduces the number of lane ATC 7D:
EL entrance from 5 to 4 shiftsReduces Ramp L lane shifts to ATC 7D:
futureneed to repurpose GPL in theconstructed now, eliminating 2-Lane ultimate EL configurationATC 7D:
Purpose traffic for an additional 4,100 LFEL users stay separated from GeneralATC 1B:
ATC 7D
ATC 1B
ATC 7D
Ramp G to 2-lanes in the futurenow for seamless conversion of 1,500 LF auxiliary lane constructedATC 1B:
setting over Gate PkwyEliminates additional beam ATC 1B:
FINANCIAL PROJECT ID
NO.
SHEET
209301-3-52-01DUVAL
COUNTYROAD NO.
SR 9A
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
PLAN-PROFILE
SECTION 2:SR 9B TO SR 202 (J.T. BUTLER BLVD)
I-295 EXPRESS LANE PROJECT
RAMP N1 PROFILE
RAMP G1 PROFILE
RAMP G2 PROFILE
INTERSTATEINTERSTATE
295295
RAMP J PROFILE
RAMP N2 PROFILE
NORTHBOUND I-295 PROFILE
RAMP L PROFILE
3D RENDERING VIEW POINT
3D RENDERING OF ATC 1BCLARIFICATION OF PLAN VIEW
N
N
PI +81.6
8
EL. 29.6
8
(+) 0.250%
PI +50.0
0
EL. 33.3
5
(+) 0.250% (+) 0.300%
PI +24.3
3
EL. 36.2
7
(+) 0.300% (+) 0.100%
36.9
1
+66.9
4
+97.9
4
+31.2
2
+68.2
2
e = -5.7% e = -3.9%(-5.7% TO -3.9%)TRANSTION
S.E.
(2.0% TO -5.7%)TRANSTION
S.E.
(-) 2.600%
PI +01.6
6
EL. 30.6
0
(+) 0.350%
PI +02.7
9
EL. 31.3
0
(+) 0.350% (+) 4.50
0%
400' V.C.
K = 96
+02.7
9 E
L. 30.6
0
+02.7
9 E
L. 40.3
0
31.4
3
33.3
1
36.2
2
40.1
8
+23.4
6 E
L. 50.2
3
53.4
6
57.0
3
59.8
8
+93.4
6 E
L. 59.4
5
61.5
6
63.3
6
64.0
1
63.9
2
63.1
1
61.9
9
K = 137
970' V.C.
PI +08.4
6
EL. 72.0
6
(+) 4.50
0% (-) 2.600%
440' V.C.
K = 107
PI +80.7
8
EL. 50.9
4
+68.9
8 E
L. 52.2
8
+08.9
8 E
L. 49.8
6
51.5
2
49.6
8
48.7
6
48.7
8
PI +88.9
8
EL. 46.5
6
(-) 2.600% (+) 1.500%
(+) 1.500%
(+) 4.50
0%
e = -4.4%
+55.2
5
+55.2
5
+92.0
5
(-5.2% TO -4.4%)
TRANSTIONS.E.
(-4.4% TO -6.2%)
TRANSTIONS.E.
58.7
2
PI +80.4
1
EL. 50.4
0
(-) 3.000% (+) 2.100%
+35.4
1 E
L. 57.7
5
56.0
3
54.2
2
53.4
6
53.7
3
55.0
5
55.6
1
+25.4
1 E
L. 55.5
5
490' V.C.
K = 96
(-) 3.000%
(+) 2.100%
+78.0
5
+85.7
8
+85.7
8
(-2.0% TO -3.0%)
TRANSTIONS.E.
25.1
6
PI +65.7
8
EL. 26.0
6
(+) 0.900% (+) 1.800%
200' V.C.
K = 222
PI +33.5
4
EL. 30.8
8
(+) 1.800% (-) 0.500%
330' V.C.
K = 143
30.0
5
+65.7
8 E
L. 25.1
6
+65.7
8 E
L. 27.8
6
25.5
0
26.7
8
+68.5
4 E
L. 27.9
1
+98.5
4 E
L. 30.0
6
28.4
4
29.6
8
30.2
1
49.0
6
+09.4
6
+01.9
0
+01.9
0
+76.0
3
+42.0
3
+34.4
6
e = -5.6% e = -3.9% (-3.9% TO -6.2%)
TRANSTIONS.E.
(-5.6% TO -3.9%)
TRANSTIONS.E.
(-3.0% TO -5.6%)
TRANSTIONS.E.
(-) 2.000%
PI +51.8
6
EL. 32.1
6
(+) 0.300%
PI +15.7
1
EL. 35.0
5
(+) 0.300% (+) 2.300
%
590' V.C.
K = 137
+65.7
1 E
L. 34.6
0
+65.7
1 E
L. 38.5
0
34.7
4
35.6
1
37.1
3
+88.4
2 E
L. 48.2
2
+78.4
2 E
L. 49.1
1
48.4
9
50.3
4
51.4
6
51.8
5
51.5
2
50.4
5
K = 150
300' V.C.
PI +83.4
2
EL. 55.0
1
(+) 2.300
% (-) 2.000%
(+) 2.300
%
EL. 32.1
6
+83.6
1
+63.6
1
+27.6
1
+12.6
1e = -8.0% e = -2.0% (-2.0% TO -7.5%)TRANSTION
S.E.
(-8.0% TO -2.0%)TRANSTION
S.E.
(-3.0% TO -8.0%)TRANSTION
S.E.
+59.1
9
+09.1
9
33.5
0
PI +36.1
9
EL. 33.2
6
(-) 0.100% (+) 4.70
0%
465' V.C.
K = 97
PI +77.7
1
EL. 58.7
2
(+) 4.70
0%(+) 0.300%
610' V.C.
K = 139
PI +94.5
2
EL. 59.9
7
(+) 0.300% (+) 2.000%
+03.6
9 E
L. 33.5
0
+68.6
9 E
L. 44.1
9
33.8
8
35.2
9
37.7
3
41.2
1
+72.7
1 E
L. 44.3
8
+82.7
1 E
L. 59.6
3
45.6
4
49.7
8
53.2
0
55.9
0
57.8
8
59.1
4
+94.5
2 E
L. 59.6
7
+94.5
2 E
L. 61.9
7
200' V.C.
K = 118
59.6
8
60.4
5
61.9
7