N PRELIMINARY PLANS MATCH LINE STA. 1044+00 SEE SHT. NO. 7A MATCH LINE STA. 1057+00 SEE SHT. NO. 9A 8A GUIDANCE, SEE ITS ROLL PLOTS.) FOR ITS REQUIREMENTS. (FOR ADDITIONAL SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4. GUIDANCE, SEE LIGHTING ROLL PLOTS.) FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 3 3. GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.) FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL SEE CHAPER 2, SECTION 6 IN THE RFP 2. AND MARKING ROLL PLOTS.) (FOR ADDITIONAL GUIDANCE, SEE SIGNING CONTRACT BOOK 3 FOR MARKING REQUIREMENTS. SEE CHAPTER 2, SECTION 4 IN THE RFP 1. NOTES: LAYOUT PROPOSED SCALE: 1"=50' STA. 1044+00 TO STA. 1057+00 TYPE YEAR SHEET NO. PROJECT NO. 19014-1169-04 R.O.W. 2018 G :\t r a\ C TTD B 440\ TR A \ DGN \ S hl dr S heet s \ 008A . s ht 4/ 17/ 2018 12: 51: 10 P M SEALED BY TRANSPORTATION DEPARTMENT OF STATE OF TENNESSEE REFERENCED TO THE NAVD 1988. THE TGRN. ALL ELEVATIONS ARE FACTOR OF 1.00006 AND TIED TO ARE DATUM ADJUSTED BY THE COORDINATES ARE NAD/83(1995), EB OFF WEST END AVE. ALIGNMENT. SHOULDER WIDTHS. MODIFIED RAMP RAMPS. REVISED PROPOSED INSIDE ADDED LIMITS OF CONC./ASP. PAVING TO REV. 4-2-18: ADDED LEGEND TO SHEET. PAVEMENT RAMP REPAIR FULL DEPTH CONCRETE PAVEMENT RAMP REPAIR 6' X 16' FULL DEPTH CONCRETE LEGEND 10' STABILIZED SHOULDER 6' STABILIZED SHOULDER QR - 7.9 S NK 1 ASSESSMENT DOCUMENT IN RFP SEE ROCK CUT/MASONRY WALL ROCK WALL REQUIRES TRIM BLASTING MURPHY RD ON RAMP ROCK WALL REPAIR 36 ' 36 ' 48' 12 ' 36 ' 16 ' 1 4 ' 36 ' 14 ' 16 ' GUTTER PROP. VALLEY GUTTER PROP. VALLEY STA. 200+02.72 END TREATMENT TYPE 38 STA. 304+74.76 END TREATMENT TYPE 38 STA. 103+00.62 END TREATMENT TYPE 38 GUTTER PROP. VALLEY E X I S T . J E R S E Y B A RR I E R ( T O R E M A I N ) C ON T A I N M E N T F E N C E P R O P O S E D R O C K F A LL OFF 69.33' STA. 1048+66.08 BEGIN VALLEY GUTTER BARRIER WALL SINGLE SLOPE PROPOSED 51" OFF 62.00' STA. 1048+67.94 BEGIN VALLEY GUTTER OFF 10.00' STA. 109+13.19 END VALLEY GUTTER STA. 17+33.84 HSIP-I-440-4(80) ROW 19014-1162-94 BEGIN PROJ. 16 ' 16' 16 ' STA. 401+88.00 TIE TO EXIST. RAMP P AV I NG E ND A SP . P AV I NG E ND A SP . C ON C . E X I S T . T I E T O C ON C . E X I S T . T I E T O OFF 15.25' STA. 1044+38.72 TRANSITION END PVMT. OFF 15.25' STA. 1054+54.67 BEGIN PVMT. TRANSITION OFF 11.00' STA. 1056+79.67 END PVMT. TRANSITION STA. 304+40.00 TIE TO EXIST. RAMP 1045 1050 1055 I- 440 405 E 1725639.2917 N 658597.9777 MURPHY RD. STA. 104+77.68 I-440 STA. 1049+50.76 = 20 P O T 109 + 50 . 64 P O T 100 + R A M P W B ON M U R P HY R D . POT 200+00.00 RAMP WB ON MURPHY AVE. = POT 17+43.69 MURPHY AVE. 144.45' LT 105 R A M P E B O FF W E S T E ND AV E . PT 407+51.49 RAMP WB ON WEST END AVE.= POC 1050+58.36 I-440 59' LT P O C 1048 + 79 . 57 I- 440 51 . 25 ' R T WEST END AVE. = P O T 300 + 00 . 00 R A M P E B O FF 110 E 1725403.6469 N 658626.6823 RAMP EB OFF MURPHY RD. STA. 112+19.84 MURPHY RD. STA. 102+40.30 = 305 c MURPHY RD. MURPHY RD. c c (PER PLANS -440-4(53)206) C O N C . D I T C H C ON C . D I T C H XCB B29 XCB B30 XCB B31 XCB B32 XCB B33 X CB B 34 XMH B35 XCB B36 XMH B37 XMH B38 XMH B39 X M H B 40 XMH B41 XCB B42 XCB B43 #31 B114 MXCB B115 #28 B116 XCB B117 #28 B 112 XCB B44 XCB B45 XCB B46 MXCB B47 #31 B48 MXCB B49 XCB B50 XCB B28 #31 B111 MXCB B113 X CB B 118 X CB B 119 X CB B 120 GRAPHICALLY PLACED 72" STORM TUNNEL 18" ST 24" ST 48 " S T 48 " S T
Transcript
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1044
+00
SE
E
SH
T.
NO. 7
A
MA
TC
H
LI
NE
ST
A. 1057
+00
SE
E
SH
T.
NO. 9
A
8A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1044+00 TO STA. 1057+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\008
A.sht
4/17/2018 12:51:10 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
EB OFF WEST END AVE. ALIGNMENT.
SHOULDER WIDTHS. MODIFIED RAMP
RAMPS. REVISED PROPOSED INSIDE
ADDED LIMITS OF CONC./ASP. PAVING TO
REV. 4-2-18: ADDED LEGEND TO SHEET.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
SNK1
ASSESSMENT DOCUMENT IN RFP
SEE ROCK CUT/MASONRY WALL
ROCK WALL REQUIRES TRIM BLASTING
MURPHY RD ON RAMP
ROCK WALL REPAIR
36'
36'
48'
12'
36'
16'
14'
36'
14'
16'
GUTTER
PROP. VALLEY
GUTTER
PROP. VALLEY
STA. 200+02.72
END TREATMENT
TYPE 38
STA. 304+74.76
END TREATMENT
TYPE 38
STA. 103+00.62
END TREATMENT
TYPE 38
GUTTER
PROP. VALLEY
EXIST. JERSEY BARRIER (TO REMAIN)
CONTAINMENT FENCE
PROPOSED ROCK FALL
OFF 69.33'
STA. 1048+66.08
BEGIN VALLEY GUTTERBARRIER WALL
SINGLE SLOPE
PROPOSED 51"
OFF 62.00'
STA. 1048+67.94
BEGIN VALLEY GUTTER
OFF 10.00'
STA. 109+13.19
END VALLEY GUTTER
STA. 17+33.84
HSIP-I-440-4(80) ROW
19014-1162-94
BEGIN PROJ.
16'
16'
16'STA. 401+88.00
TIE TO EXIST. RAMP PAVINGEND
ASP.
PAVING
END ASP.
CONC.
EXIST.
TIE TO
CONC.EXI
ST.TI
E TO
OFF 15.25'
STA. 1044+38.72
TRANSITION
END PVMT.
OFF 15.25'
STA. 1054+54.67
BEGIN PVMT. TRANSITION
OFF 11.00'
STA. 1056+79.67
END PVMT. TRANSITION
STA. 304+40.00
TIE TO EXIST. RAMP
1045
1050
1055
I-440
405
E 1725639.2917
N 658597.9777
MURPHY RD. STA. 104+77.68
I-440 STA. 1049+50.76 =
20
POT 109+50.64
POT 100+00.00
RAMP WB ON MURPHY RD.
PO
T 200
+00.00
RA
MP
WB
ON
MU
RP
HY
AV
E.
=
PO
T 17
+43.69
MU
RP
HY
AV
E. 144.45'
LT
105
RAMP EB OFF WEST END AVE.
PT 407
+51.49
RA
MP
WB
ON
WE
ST
EN
D
AV
E.
=
PO
C 1050
+58.36 I-440 59'
LT
POC 1048+79.57 I-440 51.25' RT
WEST END AVE. =
POT 300+00.00 RAMP EB OFF
110
E 1725403.6469
N 658626.6823
RAMP EB OFF MURPHY RD. STA. 112+19.84
MURPHY RD. STA. 102+40.30 =
305
c
MU
RP
HY
RD.
MU
RP
HY
RD.
c
c
(P
ER
PL
AN
S -440-4(53)206)
CONC. DITCH
CONC. DITCH
XCB
B29
XCB
B30
XCB
B31
XCB
B32
XCB
B33
XCB
B34
XMH
B35
XCB
B36
XMH
B37
XMH
B38
XMH
B39
XMH
B40
XMH
B41
XCB
B42
XCB
B43 #31
B114
MXCB
B115
#28
B116
XCB
B117
#28
B112
XCB
B44
XCB
B45
XCB
B46
MXCB
B47
#31
B48
MXCB
B49
XCB
B50
XCB
B28
#31
B111MXCB
B113
XCB
B118
XCB
B119
XCB
B120
GR
AP
HI
CA
LL
Y
PL
AC
ED
72"
ST
OR
M
TU
NN
EL
18" ST
24" ST
48" ST
48" ST
MA
TC
H
LI
NE
ST
A. 1070
+00
SE
E
SH
T.
NO. 10
A
MA
TC
H
LI
NE
ST
A. 1057
+00
SE
E
SH
T.
NO. 8
A
9AN
PRELIMINARY
PLANS
MATCH LI
NE STA.
24+0
0 S
EE SHT.
NO. 3
5
SE
E S
HT.
NO. 35
MA
TC
H
LI
NE S
TA. 704+00
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1057+00 TO STA. 1070+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\009
A.sht
4/17/2018 12:51:11 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
REPAIR ON 2 LANE RAMPS.
FULL DEPTH CONCRETE PAVEMENT RAMP
PAVING TO RAMPS. ADDED 6' X 12' LABELS TO
REV. 4-2-18: ADDED LIMITS OF CONC./ASP.PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
36'
36'
STA. 1058+98.90
END TREATMENT
TYPE 13
STA. 1058+77.99
END TREATMENT
TYPE 13
STA. 1061+59.37
END TREATMENT
TYPE 38
STA. 1063+01.82
END TREATMENT
TYPE 38
STA. 1066+34.95
END TREATMENT
TYPE 38
STA. 1064+63.16
END TREATMENT
TYPE 13
STA. 1064+65.12
END TREATMENT
TYPE 38
STA. 1066+52.15
END TREATMENT
TYPE 13
STA. 311+58.52
END TREATMENT
TYPE 13
STA. 155+58.48
END TREATMENT
TYPE 13
STA. 511+77.89
END TREATMENT
TYPE 38
STA. 508+86.72
END TREATMENT
TYPE 38
STA. 507+69.22
END TREATMENT
TYPE 38
STA. 603+27.69
END TREATMENT
TYPE 38
STA. 705+63.54
END TREATMENT
TYPE 38
STA. 705+50.83
END TREATMENT
TYPE 38
STA. 708+74.53
END TREATMENT
TYPE 38
GUTTER
VALLEY
PROP.
EXIST. JERSEY BARRIER (TO REMAIN)
EXIST. JERSEY
BARRIER
(TO REMAIN)
STA. 505+95.00
TIE TO EXIST. RAMP
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
24'
6' X 12'
6' X 12'
6' X 12'
1060
1065
1070
I-440
PO
T 400
+00.00
PC 600
+00.00
710
705
605
510
515
25
30
POT 34
+35.
61
RAMP WB ON WEST END AVE.
E 1726027.2704
N 657598.6677
WEST END AVE. STA. 28+26.53
I-440 STA. 1060+28.64 =
RAMP WB OFF WEST END AVE. SB
RAMP WB OFF WEST END AVE. NB
WES
T
EN
D
AV
E.
E 1726262.0957
N 657891.5532
RAMP WB OFF WEST END AVE. STA. 516+82.56
WEST END AVE. STA. 32+01.93 =
WES
T
EN
D
AV
E.
RAMP EB ON WEST E
ND AVE. SB
RAMP EB
ON WEST
END AVE.
NB
310 c
cc
PT 31
2+81.
17
CO
NC.
DIT
CH
XCB
B56
XMH
B51
XCB
B52
XMH
B53
XCB
B54
XCB
B55
XCB
B57
XCB
B58
MXCB
B59
MXCB
B60
XCB
B61
XCB
B62
JB#4
B66
#31
B67
XCB
B63
XCB
B64
XCB
B65
#42
B68
XCB
B69
XCB
B70
XCB
B71
XCB
B72
XCB
B73
XCB
B74
XCB
B76
MXCB
B77
MXCB
B78
XCB
B79
XCB
B80
#31
B81
MXCB
B82
MXCB
B83
MXCB
B85
#31
B84
XCB
B86
XCB
B87
XCB
B88
XCB
B89
XCB
B90
XCB
B91
XCB
B92
MXCB
B93
XCB
B94
18" ST 18" ST
24" ST
30"
ST
24" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1070
+00
SE
E
SH
T.
NO. 9
A
MA
TC
H
LI
NE
ST
A. 1083
+00
SE
E
SH
T.
NO. 11
A
10A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1070+00 TO STA. 1083+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\010
A.sht
4/17/2018 12:51:12 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
BARRIER WALL LABEL.
"ABSORPTIVE" TO THE PROPOSED NOISE
REV. 4-2-18: ADDED THE DESCRIPTIONPAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
48'
36'
36'
24'
24'
14'
14' 24'
GUTTER
PROP. VALLEY
GUTTER
PROP. VALLEY
STA. 717+47.22
END TREATMENT
TYPE 13
STA. 711+43.00
TIE TO EXIST. RAMP
STA. 715+56.17
END TREATMENT
TYPE 38
OFF 138.93
STA. 1079+16.24
OFF 134.62
STA. 1076+16.20
OFF 136.48
STA. 1076+66.18
STA. 1077+02.96
END TREATMENT
TYPE 13
OFF 144.00'
STA. 1080+65.00
END NOISE BARRIER
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
OFF 129.00'
STA. 1075+65.00
BEGIN NOISE BARRIER
(TO REMAIN)
EXIST. JERSEY BARRIER
PAVING
END CONC.
PAVING
BEGIN ASP.
PAVING
BEGIN ASP.
PROP. ABSORPTIVE NOISE BARRIER NAA11CONC.
EXIST.
TIE TO
1070 1075 1080
I-440
710
715720
505
PC 500
+00.00
RA
MP
WB
OF
F
WE
ST
EN
D
AV
E.
NB
=
PO
T 1075
+27.30 I-440 59'
LT
PO
T 609
+31.90
RA
MP
EB
ON
WE
ST
EN
D
AV
E.
SB
=
PO
T 1070
+78.63 I-440 80.19'
RT
MA
RL
BO
RO
UG
H
AV
E.
RI
CH
AR
DS
ON
AV
E.
#31
B96
JB#4
B95
JB#4
B97
MXCB
B98#28
B99
XMH
B100
XCB
B101
XCB
B102
XCB
B103
MXCB
B104
#28
B105
XCB
B106
XCB
B107
XCB
B108
#28
B109
XCB
B110
XCB
C4
#28
C5
#28
C1
#31
C3
18" ST
24" ST
24" ST
24" ST
MA
TC
H
LI
NE
ST
A. 1122
+00
SE
E
SH
T.
NO. 13
A
MA
TC
H
LI
NE
ST
A. 1135
+00
SE
E
SH
T.
NO. 15
A
PRELIMINARY
PLANS
N14A
MATCH LINE STA. 40+00 SEE SHT. NO. 36A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"= 50'
STA. 1122+00 TO STA. 1135+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\014
A.sht
4/17/2018 12:51:12 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
SHOULDER WIDTHS.
21ST SB. REVISED PROPOSED INSIDE
REPAIR FOR 115'(+/-) ON RAMP WB OFF
RAMP REPAIR WITH CONTINUOUS RAMP
THE 6' X 16' RECTANGULAR SECTIONS OF
REPAIR ON 2 LANE RAMPS. REPLACED
FULL DEPTH CONCRETE PAVEMENT RAMP
REV. 4-2-18: ADDED 6' X 12' LABELS TO
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
STA. 816+41.87
END TREATMENT
TYPE 38
STA. 820+49.19
END TREATMENT
TYPE 13
36'
36' EXIST. JERSEY BARRIER (TO REMAIN)
EXIST. JE
RSE
Y
BA
RRIE
R (T
O
RE
MAI
N)
C
ONT
AI
NME
NT FE
NCE
PR
OP
OSE
D R
OC
K F
ALL
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
6' X 12'
OFF 13.00'
STA. 1134+80.00
BEGIN PVMT. TRANSITION
OFF 11.00'
STA. 1128+00.00
BEGIN PVMT. TRANSITION
OFF 13.00'
STA. 1129+20.00
END PVMT. TRANSITION
1125
1130
1135
I-440
1001010015
10020
10025
910
POT 30+00.00
35
40
3005
3010
3015
3020
RAMP EB OFF HILLSBORO PIKE NB
RA
MP
WB ON 21ST AVE.
E 1730335.7472
N 652516.0426
STA. 36+00.10
21ST AVE./HILLSBORO PIKE
I-440 STA. 1131+08.79 =
HI
LL
SB
OR
O
PI
KE
21
ST
AV
E.
POT 4000+00.00 RAMP EB ON HILLSBORO PIKE =
POC 30+00.00 HILLSBORO PIKE 42.09' RT
POT 10026+64.80
PT 3024+08.07
50005
RAMP WB OFF 21ST SB
POT 30+42.58 HILLSBORO PIKE 41.86' LT
PT 824+69.73 RAMP EB OFF HILLSBORO PIKE SB =
820
RAMP EB OFF HILLSBORO PIKE SB
815
RAMP WB OFF 21ST NB-2
CO
NC.
DI
TC
H
DITCH
CONC.
DITCH
CONC.
DITCH
CONC.
DIT
CH
CO
NC.
XCB
F45
F44
XCB
XCB
F39
XCB
F36
XCB
F41
XCB
F12
JB#2
F13
#42
F15
XCB
F16
XCB
F17
XCB
F18
#31
F19
#31
F20
XCB
F21
XCB
F22
XCB
F23
XCB
F24
XCB
F25
XCBF26
XCB
F27
XCB
F28
XCB
F29
#31
F34
XCB
F37
XCB
F38
#31
F40
XCB
F32
XCB
F33
MXCB
F35
XCB
G2
XCB
G1
XMH
G3
XCB
G4
XCB
G5
XCB
G28
XMH
G29
XCB
G30
XCB
G31
XCB
F43
#42
F14
XCB
F31
XCB
G32
XCB
G33
30" ST
30" ST
18" ST
30"
ST
36" ST
PROP. CONC. DITCH
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1135
+00
SE
E
SH
T.
NO. 14
A
MA
TC
H
LI
NE
ST
A. 1148
+00
SE
E
SH
T.
NO. 16
A
15A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1135+00 TO STA. 1148+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
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440\T
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GN\S
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A.sht
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M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
PROPOSED INSIDE SHOULDER WIDTHS.
ON RAMP WB OFF 21ST SB. REVISED
WITH CONTINUOUS RAMP REPAIR FOR 45'(+/-)
RECTANGULAR SECTIONS OF RAMP REPAIR
PAVING TO RAMPS. REPLACED THE 6' X 16'
REV. 4-2-18: ADDED LIMITS OF CONC./ASP.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
24'
36'
36'
32'
24'
14'
STA. 50001+23.77
END TREATMENT
TYPE 38
GUTTER
PROP. VALLEY
STA. 2010+99.00
TIE TO EXIST. RAMP
EXIST. JERSEY BARRIER (TO REMAIN)
STA. 2007+51.61
BARRIER WALL
SINGLE SLOPE
PROPOSED 51" STA. 4009+89.00
TIE TO EXIST. RAMP
PAVING
END CONC.
PAVING
BEGIN ASP.
PAVING
BEGIN ASP.
CONC.
EXIST.
TIE TO
OFF 11.00'
STA. 1136+00.00
END PVMT. TRANSITION
1135
1140
1145
I-440
2010
2015
4005
4010
4015
4005
4015
10005
RA
MP E
B
ON
HILLS
BO
RO PI
KE
RAMP WB OFF 21ST NB
RAMP WB OFF 21ST SB
PO
C 10000
+00.00
RA
MP
WB
OF
F 21
ST
SB
=P
OC 2010
+98.37
RA
MP
WB
OF
F 21
ST
NB 15.19'
RT
PO
T 50000
+00.00
RA
MP
WB
OF
F 21
ST
NB-2
=
PO
C 2017
+49.75
RA
MP
WB
OF
F 21
ST
NB 15.68'
LT
DITCH
CONC.
XCB
F47
XCB
F48
XCB
F42
XCB
G25
XCB
G24
XCB
G21XCB
G22
XCB
G17
XCB
G18
XCB
G19
#31
F46
XMH
G6
XCB
G7#42
G8
#42
G9
MXCB
G10
XCB
G12
XCB
G13
#31
G14
JB#4
G15
MXCB
G16
#31
G20
24" ST
24" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1213
+00
SE
E
SH
T.
NO. 20
A
MA
TC
H
LI
NE
ST
A. 1226
+00
SE
E
SH
T.
NO. 22
A
21A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1213+00 TO STA. 1226+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
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440\T
RA\D
GN\S
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A.sht
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M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
EB OFF I-65 SB.
ON RAMP WB ON I-65 SB AND 600'(+/-) ON RAMP
WITH CONTINUOUS RAMP REPAIR FOR 440'(+/-)
RECTANGULAR SECTIONS OF RAMP REPAIR
PAVING TO RAMPS. REPLACED THE 6' X 16'
REV. 4-2-18: ADDED LIMITS OF CONC./ASP.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
DOCUMENT IN RFP
SEE SOUND WALL REPAIRS
I-440 4.4MM WB-2
NOISE WALL REPAIR
IN RFP
REPAIRS DOCUMENT
SEE SOUND WALL
I-440 4.4MM WB-1
NOISE WALL REPAIR
36'
36'
24'
14'24'
24'
36'
24'
STA. 1223+68.31
END TREATMENT
TYPE 13
STA. 5007+80.00
TIE TO EXIST. RAMP
STA. 6008+42.00
TIE TO EXIST. RAMP
EXIST. JERSEY BARRIER (TO REMAIN)
EXIST. JERSEY BARRIER (TO REMAIN)
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
PAVING
END ASP.
PAVING
BEGIN CONC.PAVING
END ASP.
EXIST. CONC.TIE TO
1215 1220
1225
I-440
50055010
6005
60106015
RAMP EB OFF I-65 SB
RAMP WB ON I-65 SB
48"
RC
P
48"
RC
P
#45
K1
#31
K2
#45
K3
EW
K4
#45
S1
#31
L1
#45
T1
#45
U1
#31
L2
#31
M1
#31
M2
#45
M3
#31
N1
#45
V1
#45
V2
#45
V3
#45
V4
XEW
S2
XEW
T2
XEW
L3
XEW
V5
DI
TC
H
CO
NC.
DI
TC
H
CO
NC.
EW
U2
EW
N2XEW
M4
MXCB
L4
MXCB
M5
#45
XM2
EW
XM1
18" ST
18" ST
18" ST
18" ST 18" ST
18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1226
+00
SE
E
SH
T.
NO. 21
A MA
TC
H
LI
NE
ST
A. 1239
+00
SE
E
SH
T.
NO. 23
A
22A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1226+00 TO STA. 1239+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
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heets\022
A.sht
4/17/2018 12:51:14 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
RAMP EB OFF I-65 SB.
ON RAMP WB ON I-65 SB AND FOR 580'(+/-) ON
WITH CONTINUOUS RAMP REPAIR FOR 270'(+/-)
RECTANGULAR SECTIONS OF RAMP REPAIR
REV. 4-2-18: REPLACED THE 6' X 16'
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
STA. 1235+12.29
END TREATMENT
TYPE 38
36'
36'
(TO REMAIN)
EXIST. JERSEY BARRIER
EXIST. JERSEY BARRIER (T
O REMAIN)
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
STA. 1236+14.98
BEGIN PROP. BRIDGE
12301235
I-440
5015
5020
PO
T 6000
+00.00
RAMP EB OFF I-65 SB
RA
MP
WB
OF
F I-65
SB
RAMP WB ON I-65 NB
RAMP EB OFF I
-65 NB
RA
MP
EB
ON I-65 S
B
RAMP WB ON I-65 S
B
INV-478.30
INV-478.31
INV-476.80INV-476.72INV-476.62
3
@ 14'
X18'
SL
AB
BRI
DG
E
CO
NC.
DIT
CH
CO
NC.
DI
TC
H
CONC. DITCH
CONC. DITCH
CONC. DIT
CH
CONC. DITCH
GR
AP
HI
CS
FR
OM
OT
HE
RS
INV-478.34
14'X8' BOX (3)
14'X8' BOX (3)
#45
W1
#31
P1
EW
P2
#31
Q1
EW
Q2
#28
R1
#31
R2
#28
R3
EW
R4
DI
TC
H
CO
NC.
DI
TC
H
CO
NC.
18"
ST
OUT. EL. 516.10 (P1)
XEW
W2
18" ST
18" ST 18" ST
18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1239
+00
SE
E
SH
T.
NO. 22
A MA
TC
H
LI
NE
ST
A. 1252
+00
SE
E
SH
T.
NO. 24
A
23A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1239+00 TO STA. 1252+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\023
A.sht
4/17/2018 12:51:14 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
SHOULDER WIDTHS.
REV. 4-2-18: REVISED PROPOSED INSIDE
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9
STA. 1250+52.25
END TREATMENT
TYPE 13
STA. 50007+10.90
END TREATMENT
TYPE 38
STA. 50007+05.72
END TREATMENT
TYPE 38
STA. 1248+10.50
END TREATMENT
TYPE 38
END TREATMENT
TYPE 38
36'
36'
(T
O RE
MAI
N)
EXIST. JERSE
Y B
ARRIER
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
STA. 1246+43.30
END PROP. BRIDGE
OFF 11.00'
STA. 1248+00.00
BEGIN PVMT. TRANSITION
OFF 12.00'
STA. 1249+28.72
END PVMT. TRANSITION
1240
1245
1250
I-440
RAMP WB OFF I-65 SB
RA
MP
WB OFF I-65 NB
RAMP EB
ON I-
65 NB
RAMP EB ON I-65 SB
50005
50010
PT 50010
+98.37
I-65
SO
UT
HB
OU
ND
I-65
NO
RT
HB
OU
ND
PT 7018
+44.74
c
INV-480.80
INV-480.78
INV-480.86
INV-475.30
INV-475.29
INV-475.26
CO
NC.
DI
TC
H
CO
NC.
DI
TC
H
CO
NC.
DI
TC
H
CONC. DITCH
DITCH
CONC.
CO
NC.
DI
TC
H
CO
NC.
DI
TC
H
3@8'x6'
BO
X
CU
LV
ER
T
#28
X1#31
X2
#28
X3
EW
X4
#31
Y1
EW
Y2
3@8'x6'
BO
X
CU
LV
ER
T
18" ST
18" ST
18" ST
36" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1252
+00
SE
E
SH
T.
NO. 23
A
MA
TC
H
LI
NE
ST
A. 1265
+00
SE
E
SH
T.
NO. 25
A
24A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1252+00 TO STA. 1265+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\024
A.sht
4/17/2018 12:51:15 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
PROPOSED INSIDE SHOULDER WIDTHS.
REPAIR ON 2 LANE RAMPS. REVISED
FULL DEPTH CONCRETE PAVEMENT RAMP
PAVING TO RAMPS. ADDED 6' X 12' LABELS TO
REV. 4-2-18: ADDED LIMITS OF CONC./ASP.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.9 & 7.10
36'
36'
24'
14'
14'
24'
STA. 1258+54.88
END TREATMENT
TYPE 38
STA. 7015+88.72
END TREATMENT
TYPE 38
36'
36'
16'
STA. 8004+16.00
TIE TO EXIST. RAMP
(TO REMAIN)
BARRIER
EXIST. JERSEY
EXIST. JERSEY BARRIER (TO REMAIN)
EXIST. JERSEY BARRIER (TO REMAIN)GUTTER
PROP. VALLEY
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
16'
PAVING
BEGIN ASP.
PAVING
BEGIN ASP.
STA. 7011+54.63
TIE TO EXIST. RAMP
CONC.
EXIST.
TIE TO
CONC.
EXIST.
TIE TO6' X 12'
OFF 12.00'
STA. 1257+00.00
END PVMT. TRANSITION
OFF 11.00'
STA. 1258+00.00
END PVMT. TRANSITION
1255 1260
I-440
RAMP WB OFF I-65 SB
RAMP WB OFF I-65 NB
PO
T 8000
+00.00
8005
8010
PC 50000
+00.00
RA
MP
WB
OF
F I-65
SB
=
PO
C 7014
+59.18
RA
MP
WB
OF
F I-65
NB 14.55'
RT
7010
7015
c
cc
DITCH
CONC.
Z14
JB#4
JB#4
Z12
XCB
Z13
#45
Z2
#31
Z1
#45
Z3JB#2
Z4
#45
Z5
#31
Z6#31
Z7
#28
Z8
#28
Z9
JB#2
Z10
#31
Z11
#31
Z15
#45
CC1
#45
CC2
#45
CC3
XEW
CC4
36" ST
36" ST
36" ST
24" ST
18" ST 18" ST
18" ST
36" ST
36" ST
18" ST
18" ST
18" ST
18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1265
+00
SE
E
SH
T.
NO. 24
A MA
TC
H
LI
NE
ST
A. 1278
+00
SE
E
SH
T.
NO. 26
A
25A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1265+00 TO STA. 1278+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\025
A.sht
4/17/2018 12:51:15 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
SHOULDER WIDTHS.
REV. 4-2-18: REVISED PROPOSED INSIDE
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
48'
48'
EXIST. JERSEY BARRIER (T
O REMAIN)
(TO REMAIN)EXIST. JERSEY BARRIER
OFF 11.00'
STA. 1268+40.11
BEGIN PVMT. TRANSITION
OFF 15.50'
STA. 1271+10.11
END PVMT. TRANSITION
OFF 72.93'
STA. 1271+05.28
BEGIN RET. WALL
OFF 80.50'
STA. 1277+00.00
END RET. WALL
OFF 15.50'
STA. 1272+00.00
BEGIN PVMT. TRANSITION
OFF 16.50'
STA. 1276+00.00
END PVMT. TRANSITION
48'
48'
(TO REMAIN)EXIST. JERSEY BARRIER
OFF 11.00'
STA. 1268+40.11
BEGIN PVMT. TRANSITION
OFF 15.50'
STA. 1271+10.11
END PVMT. TRANSITION
OFF 72.93'
STA. 1271+05.28
BEGIN RET. WALL
OFF 80.50'
STA. 1277+00.00
END RET. WALL
OFF 15.50'
STA. 1272+00.00
BEGIN PVMT. TRANSITION
OFF 16.50'
STA. 1276+00.00
END PVMT. TRANSITION
12701275
I-440
RAMP EB ON I
-65
PT 8019
+02.20
RA
MP
EB
ON I-65
=
PO
C 1271
+57.47 I-440 59'
RT
8015
BR
ANSF
OR
D
AVE.
MELROSE AVE.
RAMP WB OFF I-65 NB
ccc
c
PC 7000
+00.00
RA
MP
WB
OF
F I-65
NB
=
PO
C 1269
+99.61 I-440 61.66'
LT
48'
48'
(TO REMAIN)EXIST. JERSEY BARRIER BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
OFF 11.00'
STA. 1268+40.11
BEGIN PVMT. TRANSITION
OFF 15.50'
STA. 1271+10.11
END PVMT. TRANSITION
OFF 72.93'
STA. 1271+05.28
BEGIN RET. WALL
OFF 80.50'
STA. 1277+00.00
END RET. WALLLLAW GNINIATER DESOPORP
12701275
I-440
RAMP EB ON I
-65
PT 8019
+02.20
RA
MP
EB
ON I-65
=
PO
C 1271
+57.47 I-440 59'
RT
8015
BR
ANSF
OR
D
AVE.
MELROSE AVE.
RAMP WB OFF I-65 NB
c
A
cc
c
PC 7000
+00.00
RA
MP
WB
OF
F I-65
NB
=
PO
C 1269
+99.61 I-440 61.66'
LT
INV-495.31
18" RCPBURRIED
CONC. DITCH
CONC. DITCH
#31
AA1
MXCB
AA2
#31
AA3
EW
AA15
18" ST
18" ST
18" ST
30" ST
30" ST
JB#2
AA5
18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1278
+00
SE
E
SH
T.
NO. 25
A
MA
TC
H
LI
NE
ST
A. 1291
+00
SE
E
SH
T.
NO. 27
A
26A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1278+00 TO STA. 1291+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
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DB
440\T
RA\D
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A.sht
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SEALED BY
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AP
PT
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PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
GUARDRAIL LEFT.
SHOULDER WIDTHS. REMOVED
REV. 4-2-18: REVISED PROPOSED INSIDE
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
48'
STA. 1281+29.22
END TREATMENT
TYPE 13
STA. 1279+65.91
END TREATMENT
TYPE 38
GUTTER
PROP. VALLEY
48'
OFF 71.00'
STA. 1280+58.27
BEGIN VALLEY GUTTER
BARRIER WALL
SINGLE SLOPE
PROPOSED 51"
OFF 72.95'
STA. 1285+74.49
END VALLEY GUTTER
OFF 15.50'
STA. 1284+20.73
BEGIN PVMT. TRANSITION
OFF 11.00'
STA. 1286+90.73
END PVMT. TRANSITION
OFF 11.00'
STA. 1290+43.99
BEGIN PVMT. TRANSITION
11'
OFF 15.50'
STA. 1280+00.45
END PVMT. TRANSITION
OFF 16.50'
STA. 1279+00.00
BEGIN PVMT. TRANSITION
STA. 1281+29.22
END TREATMENT
TYPE 13
OFF 71.00'
STA. 1280+58.27
BEGIN VALLEY GUTTER OFF 72.95'
STA. 1285+74.49
END VALLEY GUTTER
OFF 15.50'
STA. 1284+20.73
BEGIN PVMT. TRANSITION
OFF 15.50'
STA. 1280+00.45
END PVMT. TRANSITION
OFF 16.50'
STA. 1279+00.00
BEGIN PVMT. TRANSITION
1280
1285
I-440
STA. 1281+29.22
END TREATMENT
TYPE 13
OFF 71.00'
STA. 1280+58.27
BEGIN VALLEY GUTTER OFF 72.95'
STA. 1285+74.49
END VALLEY GUTTER
OFF 15.50'
STA. 1284+20.73
BEGIN PVMT. TRANSITION
1280
1285
1290
I-440
CONC. DITCH
CONC. DITCH
#31
AA4
#31
AA6
JB#2
AA7
XCB
AA8
#31
AA9
#31
AA10
30" ST
24" ST 24" ST
18" ST
18" ST
18" ST
JB#2
AA16
JB#2
AA17
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1291
+00
SE
E
SH
T.
NO. 26
A MA
TC
H
LI
NE
ST
A. 1304
+00
SE
E
SH
T.
NO. 28
A
27A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1291+00 TO STA. 1304+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
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DB
440\T
RA\D
GN\S
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A.sht
4/17/2018 12:51:17 P
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SEALED BY
SN
AP
PT
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PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
RAMP EB OFF NOLENSVILLE PIKE
RAMPS. REMOVED GUARDRAIL LEFT.
ADDED LIMITS OF CONC./ASP. PAVING TO
REV. 4-2-18: ADDED LEGEND TO SHEET.
CURVE D440CTR-12.
REV. 2-14-18: REVISED TRANSITION LENGTHS ON
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER QR - 7.10
16'
48'
48'
36'
GUTTER
PROP. VALLEY
GUTTER
PROP. VALLEY
48'
(TO REMAIN)BARRIER
EXIST. JERSEY
OFF 72.15'
STA. 1294+97.49
BEGIN VALLEY GUTTER
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
16'
27.37'
OFF 27.37'
STA. 1299+43.99
END WIDENING RT
END PVMT. TRANSITION
OFF 22.64'
STA. 1301+46.55
END WIDENING LT
END PVMT. TRANSITION
22.64'
STA. 1301+46.55
TIE TO EXIST.
23.4
3'
27.37'
OFF 76.27'
STA. 1292+23.27
BEGIN VALLEY GUTTER
11'
12'
OFF 11.00'
STA. 1292+24.53
BEGIN PVMT. TRANSITION OFF 23.43'
STA. 1303+77.26
BEGIN PVMT. TRANSITION
PAVING
END ASP.
STA. 9005+50.00
TIE TO EXIST. RAMP
CONC.
EXIST.
TIE TO
12951300
I-440
WI
NF
OR
D
AV
EN
UE
PO
C 1301
+45.79 I-440 70.64'
LT
NO
LE
NS
VI
LL
E
PI
KE
SB
=
PO
T 10013
+09.43
RA
MP
WB
ON
RAMP EB OFF NOLENSVILLE PIKE
9005
PC 9000
+00.00
RA
MP
EB
OF
F
NO
LE
NS
VI
LL
E
PI
KE
=
PO
C 1296
+47.48 I-440 70.01'
LT
CONC. DITCH
MXCB
AA11
#31
AA12
MXCB
AA13
#31
AA14
18" ST
18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1304
+00
SE
E
SH
T.
NO. 27
A
MA
TC
H
LI
NE
ST
A. 1317
+00
SE
E
SH
T.
NO. 29
A
28A
MATCH LINE STA. 53+00 SEE SHT. NO. 37AGUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1304+00 TO STA. 1317+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
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heets\028
A.sht
4/17/2018 12:51:17 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
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TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
PIKE.
REPAIR FOR 100'+/- ON RAMP WB OFF NOLENSVILLE
SECTIONS OF RAMP REPAIR WITH CONTINUOUS RAMP
REV. 4-2-18: REPLACED THE 6' X 16' RECTANGULAR
CURVE D440CTR-12 AND ADDED EQUATION.
REV. 2-14-18: REVISED TRANSITION LENGTHS ON
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
ASSESSMENT DOCUMENT IN RFP
SEE ROCK CUT/MASONRY WALL
ROCK CUT REQUIRES SCALING
I-440 6.2MM - 6.3MM
ROCK WALL REPAIR
29'
48'48'
14'
12'
16'
36'
STA. 1310+82.37
END TREATMENT
TYPE 13
STA. 9014+42.73
END TREATMENT
TYPE 38
STA. 1313+37.83
END TREATMENT
TYPE 38
STA. 30003+21.09
END TREATMENT
TYPE 38
STA. 20010+16.44
END TREATMENT
TYPE 13
STA. 60003+52.46
END TREATMENT
TYPE 13
GUTTER
PROP. VALLEY
STA. 10001+78.00
TIE TO EXIST. RAMP
EXIST. JERSEY BARRIER (TO REMAIN)
OFF 29.00'
STA. 1314+36.60
END PVMT. TRANSITION
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
BARRIER WALL
32" SINGLE SLOPE
PROPOSED
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
BARRIER (TO REMAIN)
EXIST. JERSEY
STA. 9018+20.42
END TREATMENT
TYPE 13
19.2'
25'
25.81'
PAVING
BEGIN CONC.
PAVING
END ASP.
PAVING
END ASP.
1305 1310
1315
40005
55
60
E 1746761.0091
N 652316.3556
NOLENSVILLE PIKE STA. 57+96.17
I-440 STA. 1314+38.22 =
PC 10000+00.00
10005
10010
30010
RAMP WB ON NOLENSVILLE PIKE SB
RAMP EB ON NOLENSVILLE PIKE SB
POT 63+00.00
E 1746596.5434
N 652760.7718
STA. 20012+26.36
RAMP WB OFF NOLENSVILLE PIKE
NOLENSVILLE PIKE STA. 62+70.04 =
RAMP WB ON NOLENSVILLE PIKE NB
35.63' RT
POT 59+11.14 NOLENSVILLE PIKE
NOLENSVILLE PIKE NB =
POT 30000+00.00 RAMP WB ON
NO
LE
NS
VI
LL
E
PI
KE
NO
LE
NS
VI
LL
E
PI
KE
POT 1314+67.81 I-440 77' LT
NOLENSVILLE PIKE SB =
PT 30010+24.23 RAMP WB ON
POT 1314+07.02 I-440 75.53' RT
NOLENSVILLE PIKE SB =
POT 40010+00.05 RAMP EB ON
35.89' LT
POT 56+69.28 NOLENSVILLE PIKE
NOLENSVILLE PIKE SB =
POT 40000+00.00 RAMP EB ON
20010
I-440
9010
RAMP EB OFFNOLENSVILLE PIKE
9015
ST
A. 1307
+33.55
AH
PI 1307
+32.50
BK
=
EQ
UA
TI
ON:
DITCHCONC.
RIP-RAP
CONC. DITCH
CO
NC.
DI
TC
H
XCB
BB1
XCB
BB2
XCB
BB3
#28
BB6XCB
BB7
ADJ MH
BB8
#45
BB9
#45
BB11
M#41
BB12
BB13
#45
XCB
BB14
XCB
BB70
XCB
BB71
M#41
BB10
#45
BB76
#45
BB77
BB5
#45
#41
BB4
18" ST18" ST
18" ST18" ST
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1317
+00
SE
E
SH
T.
NO. 28
A
MA
TC
H
LI
NE
ST
A. 1330
+00
SE
E
SH
T.
NO. 30
A
29A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1317+00 TO STA. 1330+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\029
A.sht
4/17/2018 12:51:17 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
PAVING TO RAMPS.
REV. 4-2-18: ADDED LIMITS OF CONC./ASP.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
29'
25'
15'
STA. 60011+43.51
END TREATMENT
TYPE 13
STA. 20006+87.15
END TREATMENT
TYPE 38
STA. 30005+22.47
END TREATMENT
TYPE 13
STA. 60005+99.72
END TREATMENT
TYPE 38
STA. 60010+52.01
END TREATMENT
TYPE 38
36'36'
OFF 15.00'
STA. 1328+36.38
BEGIN MEDIAN TRANSITION
OFF 29.00'
STA. 1317+77.12
BEGIN MEDIAN TRANSITION
STA. 30007+45.00
TIE TO EXIST. RAMP
(TO RE
MAIN)
EXIST. JERSEY BARRIER
EXIST. JERSEY BARRIER (TO REMAIN)
(TO
REMAIN)
EXIST.
JERSEY
BARRIER
(TO REMAIN)
BARRIER
EXIST. JERSEY
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
BARRIER WALL
32" SINGLE SLOPE
PROPOSED
24'
19.6'
PAVING
END ASP.
PAVING
BEGIN ASP.
STA. 20003+31.00
TIE TO EXIST. RAMP
OFF 25.00'
STA. 1322+04.49
END MEDIAN TRANSITION
CONC.
EXIST.
TIE TO
CONC.
EXIST.
TIE TO
1320
1325
60005
6001
0
60015
30005
PC 20000
+00.00
RA
MP
WB
OF
F
NO
LE
NS
VI
LL
E
PI
KE
=P
OC 1325
+19.42 I-440 61'
LT
20005
PI
KE
NB
NO
LE
NS
VI
LL
E
RA
MP
WB
ON
I-440
CONC. DITCH
CONC.DITCH
CONC. DITCH
CONC. DITCH
CONC. DITCH
ADJ MH
BB15
XCB
BB17
XCB
BB18
XCB
BB19
XCB
BB20
#41
BB21
#45
BB22
XCB
BB23
MH
BB24
XCB
BB25
MH
BB26
XCB
BB27
XCB
BB28
XCB
BB29 XCB
BB30
XCB
BB31
XCB
BB32
XCB
BB33
XCB
BB36
#45
BB37
#45
BB38#45
BB39
#41
BB35
M#41
BB72
#41
BB34
24" ST
54" ST
24" ST
M#41
BB80
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1343
+00
SE
E
SH
T.
NO. 30
A
MA
TC
H
LI
NE
ST
A. 1356
+00
SE
E
SH
T.
NO. 32
A
31A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1343+00 TO STA. 1356+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
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heets\031
A.sht
4/17/2018 12:51:18 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
WWC-6/EPH-6
WWC-6/EPH-6
WWC-6/EPH-6
STA. 1350+01.21
END TREATMENT
TYPE 13
STA. 1343+88.24
END TREATMENT
TYPE 13
STA. 1347+74.84
END TREATMENT
TYPE 38
36'
GUTTER
PROP. VALLEYOFF 73.88'
STA. 1344+11.34
BEGIN VALLEY GUTTEROFF 63.20'
STA. 1350+95.33
END VALLEY GUTTER
OFF 9.83'
STA. 1351+80.09
END MEDIAN TRANSITION
OFF 9.50
STA. 1355+02.30
BARRIER WALL
BEGIN 51" SINGLE SLOPE
OFF 13.93
STA. 1351+54.13
BARRIER WALL
END 51" SINGLE SLOPE
OFF 9.83
STA. 1351+80.09
BARRIER WALL
END 32" SINGLE SLOPE
BARRIER WALL
32" SINGLE SLOPE
PROPOSED
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
(TO REMAIN)
EXIST. JERSEY BARRIER
13451350
1355
GLENROSE AVE.
I-440
8005 8010
RAMP WB ON I-24 WB
CONC.DITCH12"
CM
P
XCB
BB59
XCB
BB60
XCB
BB61
#28
BB64
#28
BB65#28
BB66
JB#4
BB67
#45
BB82
JB#4
BB69#45
EE8
XEW
DD3
#45
DD2
42" ST18" ST
#41
BB62
#45
BB63
#45
BB68
XMH
BB75
XEW
EE9
54" ST
JB#4
BB79
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1356
+00
SE
E
SH
T.
NO. 31
A
MA
TC
H
LI
NE
ST
A. 1369
+00
SE
E
SH
T.
NO. 33
A
32A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1356+00 TO STA. 1369+00
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\032
A.sht
4/17/2018 12:51:18 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
BARRIER WALL LABEL.
"ABSORPTIVE" TO THE PROPOSED NOISE
REV. 4-2-18: ADDED THE DESCRIPTION
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
STA. 1362+47.90
END TREATMENT
TYPE 38
36'
OFF 159.25
STA. 1368+73.67
OFF 138.19
STA. 1366+79.66
OFF 154.19
STA. 1367+27.56
STA. 1364+63.04
END TREATMENT
TYPE 38
EXIST JERSEY BARRIER (TO REMAIN)
(TO REMAIN)
EXIST. JERSEY BARRIER
OFF 11.26
STA. 1368+56.75
BARRIER WALL
END 51" SINGLE SLOPE
OFF 155.00
STA. 1366+01.00
BEGIN NOISE BARRIER
BARRIER WALL
51" SINGLE SLOPE
PROPOSED
BARRIER NAA37
NOISEPROP. ABSORPTIVE
1360 1365
I-440
9005
8015
8020
8025
PC 9000
+00.00
RA
MP
WB
ON I-24
EB
=
PO
C 1362
+23.40 I-440 55.05'
LT
PO
T 11000
+00.00
RA
MP
EB
OF
F I-24
EB
=
PO
C 1367
+79.76 I-440 75.45'
RT
RAMP WB ON I-24 WB
RAMP WB ON I-24 EB
CONC.DITCH
CO
NC.
DI
TC
H
INV-489.38
30"
CMP
18"
CM
P
MXCB
EE7
#45
EE6
#45
EE4
MXCB
EE3
#45
EE2
XEW
FF2
XCB
FF1
MXCB
EE5
#45
EE10 #45
EE1
18" ST 18" ST
#45
DD1
N
PRELIMINARY
PLANS
MA
TC
H
LI
NE
ST
A. 1369
+00
SE
E
SH
T.
NO. 32
A
33A
SE
E
SH
T.
NO. 34
A
GUIDANCE, SEE ITS ROLL PLOTS.)
FOR ITS REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 5 IN THE RFP CONTRACT BOOK 3 4.
GUIDANCE, SEE LIGHTING ROLL PLOTS.)
FOR LIGHTING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPTER 4 IN THE RFP CONTRACT BOOK 33.
GUIDANCE, SEE SIGNING AND MARKING ROLL PLOTS.)
FOR SIGNING REQUIREMENTS. (FOR ADDITIONAL
SEE CHAPER 2, SECTION 6 IN THE RFP 2.
AND MARKING ROLL PLOTS.)
(FOR ADDITIONAL GUIDANCE, SEE SIGNING
CONTRACT BOOK 3 FOR MARKING REQUIREMENTS.
SEE CHAPTER 2, SECTION 4 IN THE RFP 1.
NOTES:
LAYOUT
PROPOSED
SCALE: 1"=50'
STA. 1369+00 TO STA. 1377+47
TYPE YEARSHEET
NO.PROJECT NO.
19014-1169-04
R.O.W. 2018
G:\tra\C
TT
DB
440\T
RA\D
GN\S
hldrS
heets\033
A.sht
4/17/2018 12:51:19 P
M
SEALED BY
SN
AP
PT
SN
AP
PT
SN
AP
PT
SN
AP
PT
TRANSPORTATION
DEPARTMENT OF
STATE OF TENNESSEE
REFERENCED TO THE NAVD 1988.
THE TGRN. ALL ELEVATIONS ARE
FACTOR OF 1.00006 AND TIED TO
ARE DATUM ADJUSTED BY THE
COORDINATES ARE NAD/83(1995),
BARRIER WALL LABEL.
"ABSORPTIVE" TO THE PROPOSED NOISE
RAMPS. ADDED THE DESCRIPTION
ADDED LIMITS OF CONC./ASP. PAVING TO
REV. 4-2-18: UPDATED END PROJECT.
PAVEMENT RAMP REPAIR
FULL DEPTH CONCRETE
PAVEMENT RAMP REPAIR
6' X 16' FULL DEPTH CONCRETE
LEGEND
10' STABILIZED SHOULDER
6' STABILIZED SHOULDER
QR - 7.10
DOCUMENT IN RFP
SEE SOUND WALL REPAIRS
I-440 7.0MM EB
NOISE WALL REPAIR
STA. 1370+26.11
END TREATMENT
TYPE 38
OFF 171.40
STA. 1369+47.85
OFF 179.35
STA. 1370+20.45
OFF 179.30
STA. 1370+45.49
OFF 188.86
STA. 1370+95.91
OFF 198.37
STA. 1371+20.26
OFF 207.48
STA. 1371+94.80OFF 210.98
STA. 1372+84.42
OFF 202.38
STA. 1373+36.85
OFF 202.80
STA. 1373+87.61
OFF 197.02
STA. 1374+14.10
OFF 212.06
STA. 1375+08.16
OFF 260.16
STA. 1376+44.04
STA. 11009+50.26
END TREATMENT
TYPE 38
STA. 1369+34.61
END TREATMENT
TYPE 38
STA. 1372+71.37
END TREATMENT
TYPE 38
OFF 286.00
STA. 1376+89.00
END NOISE BARRIER
PAVING
END ASP. STA. 10004+06.77
TIE TO EXIST.
PAVING
END ASP.
PAVING
END ASP.STA. 8036+14.30
TIE TO EXIST.
STA. 10007+04.85
TIE TO EXIST.
BARRIER NAA37
NOISE
PROP. ABSORPTIVE
CONC.
EXIST.
TIE TO
EXIST. CONC.
TIE TO
CONC.
EXIST.
TIE TO
1370
1375
PO
T 1377
+48.34
9010
9015
9020
10000
10005
1001
0
11005
11010
PT 11
012+9
1.11
8030
8035PO
T 10000
+00.00
RA
MP
WB
ON I-40
WB
=
PO
C 1371
+96.18 I-440 73.56'
LT
RAMP EB OFF I-24 EB
RAMP WB ON I-40 WB
I-440
RAMP WB ON I-24 WB
RAMP WB ON I-24 EB
RAMP EB OFF I-24 WB/I-40 EB
END PROJECT NO. 19014-1169-04 PRELIMINARY
N 653531.8425 E 1753056.7050
STA. 8036+14.30 STA. 8036+14.30 RAMB WB ON I-24 WB
