Embed Size (px)
Citation preview
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_GENERAL PLAN_01.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
0.40%
Str. 063Proposed 72" Pipe
3:1 Proposed GradeExisting GradeDownstream
Geotextile for Subgrade, Type 2B
6" of No. 2 Stone (or No. 5) on
Geotextile for Subgrade, Type 2B on
6" of Compacted Aggregate No. 53 on
6'-0"
6'-0"
Limits of Structure
Backfill,
Type 5
TYPICAL SECTIONBackfill Requirements at Wingwall
1'-6"
1
1
min.
Revetment Riprap
8
Scale: 38" = 1'-0"
1'-0"
2'-0"
Finished Grade
DESIGN STRESSES
CONCRETE
REINFORCING STEEL
Class "B" Concrete f'c = 3,000 psi
Class "A" Concrete f'c = 5,000 psi
= 60,000 psiGrade 60 fy
DESIGN DATA
DEAD LOAD
Actual weight plus 35 lb/ft for future wearing surface.2
Structure shall be designed for HL-93 Loading, in accordance with
AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017.
(Culvert Structure)
Class "A" Concrete f'c = 4,000 psi (Wingwalls and Headwalls)
L2
H1
H2
Elev. 1
Elev. 4
Elev. 2
Elev. 3
L1
WINGWALL ELEVATION" = 1'-0"16
3Scale:
13'-6"
8'-9"
6'-0"
30'-0"
24'-0"47 Ton Class 2 Riprap
ST
OR
M
Top of Footing
Elev. 426.17 (D.S.)
2:1 Max.
2:1 Max.Elev. 430.67 (D.S.)
Top of Wing
18'-0"
6"
Su
mp
6'-0"
(TYP.)
2'
Min.
D.S. F Elev. 426.17 D.S. Inv. Elev. 425.67
Elev. 431.67
Low Structure
D.S. Elev. 433.67
Top of Headwall
Elev. 433.05 (D.S.)
Top of Wing
Flo
wline
4'-0"
Belo
w
6'-0"
"1632'-1
Limits of Structure
Backfill,
Type 5
"1632'-1
TYPICAL SECTION
Scale: 38" = 1'-0"
1
12
Backfill Requirements at Pipe
1
12
or Proposed Ground Elevation
Bottom of Pavement Structure
AS NOTED
GENERAL PLAN62
Proposed Structure:
Existing Structure:
Nominal Cohesion
Factored Cohesion
psfFactored Bearing Resistance
psf
psfXXX
Soil Parameters for Headwall and Wingwall Design
Soil
Natural
Backfill
Structural
Angle of Internal Friction of Backfill
Interface Friction Angle Between Concrete and Soil
-
-
-
-
-
BA
1
2
3
4
H1
H2
L1
L2
(SFT)
Area
Wingwall Elevations
Wingwall Dimensions
Wingwall Design Data
BA
Elev.
XXX
XXX
XXX
XXX
END ELEVATION
" = 1'-0"81Scale:
END ELEVATION
" = 1'-0"41Scale:
6'-0" Reinforced Concrete Pipe
3'-6" Reinforced Concrete Pipe, to be Removed
Wingwall B
Wingwall A
7'-6" 7'-6"
4'-6"
0'-3" 0'-3"
"216'-10
9'-0" 13'-9"
433.67 433.67
430.67 433.05
426.17 426.17
426.17 426.17
54.375 98.94
" = 1'-0"81Scale:
ELEVATION
the top of the No. 2 (or No. 5) stone to serve as a second layer of geotextile.
excess, such that the geotextile can be wrapped around the sides and over
The geotextile placed at the base of the excavation shall consist of sufficient
105+
00
104+
00
107+
00
106+
00
109+
00
108+
00
109+00
EM
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_PAVE.MARK_SHT_20_01.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
110+
001
09+00
111+
00
112+
00
113+
00
114+
00
115+
00
109+
00
T
14-
00073-
014-
1
SH
AR
ON
R.
HA
ND
Y
X
SH
AR
ON
R.
HA
ND
Y
14-
00073-
012-
1
WW
GG
G
GG
GG
GG
GGG
WW
W
WW
WW
WW
WWWWWWWWWWWWW
WW
WWWWWWWWW
W
CR
US
HE
D STO
NE
2-
STO
RY
BRIC
K
HO
USE
1-
STO
RY
BRIC
K
HO
USE
X
X
X
~
XXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
W
X
W
GM
W
WW MB
XX
XX X
X
XX
X
X
Z
Z Z
Z
Matc
hline Sta. 109+00
Matc
hline Sta. 115+
00
Matc
hline Sta. 109+
00
1" = 20'
63
LEGEND
46
47
Riverside Dr.
Riverside Dr.
45 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
R1-1 (STOP)
STOP
STOP
37 Bicycle Path, Thermoplastic Pavement Message RIVERSIDE DRIVE
PAVEMENT MARKINGS & SIGNAGE PLAN
46
Begin
46
Begin
47
Sta. 107+
00.0
0 Lt
46
46
Begin
46
Begin
47
Sta. 107+
00.0
0 Rt
46
46
End
Sta. 111+
15.1
1 Rt
46
Sta. 108+65.5
0 Rt
End
45
45
Sta. 109+18.8
6 Rt
Begin
46
45R1-1 (STOP)
46
Sta. 111+
66.8
7 Rt
Begin
4646
4646
47
47
4747
46
Sta. 112+19.2
2 Rt
Begin
Begin
46
Sta. 112+19.2
2 Lt
Sta. 112+41.2
2 Lt
46
Begin
46
Begin
Sta. 112+41.2
2 Rt
46
Begin
Sta. 112+63.2
2 Rt
Begin
Sta. 112+63.2
2 Lt
46
Begin
Sta. 112+85.2
2 Lt
46
46
Begin
Sta. 112+85.2
2 Rt
46
Begin
Sta. 113+07.2
2 Rt
46
Begin
Sta. 113+07.2
2 Lt
Sta. 113+29.2
2 Lt
Begin
46
Sta. 113+29.2
2 Rt
46
Begin
Sta. 113+73.2
2 Rt
46
Begin
46
Begin
Sta. 113+51.1
9 Lt
Sta. 113+51.1
9 Rt
46
Begin
Sta. 113+95.2
5 Rt
46
Begin
Sta. 114+17.2
2 Rt
46
Begin
46
Begin
Sta. 114+17.2
2 Lt
Sta. 114+39.2
2 Rt
46
Begin
46
Sta. 114+39.2
2 Lt
Begin
Sta. 114+61.2
2 Rt
46
Begin
Sta. 114+83.2
2 Rt
46
Begin
45
45
16'
15.2
9'
(Typ.)
10'
19.19'
15.3
1'
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_PAVE.MARK_SHT_20_02.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
120+
00
121+00
115+
00
119+
00
118+
00
117+
00
116+
00
115+
00
121+
00
X X X X X X X X X X X X X X X X X X X X X
G
X
W
W
W
W
W
W
W
W W W
W
W
WW
CO
CO
CO
X X X
WV
WV
X X
WW
XX
X
121+
00
122+
00
123+
00
124+
00
125+
00
126+
00
121+00
G
T
G
G
GM
GM
W
Matc
hline Sta. 121+
00
Matc
hline Sta. 115+
00
Matc
hline Sta. 121+00
1" = 20'
64
LEGEND
46
47
45 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
Woern
er A
ve.
W. Mark
et St.
Riverside Dr.
Riverside Dr.
R1-1 (STOP)
37 Bicycle Path, Thermoplastic Pavement Message
STOP
RIVERSIDE DRIVE
PAVEMENT MARKINGS & SIGNAGE PLAN
45
45
4747
45 4646
4646
4747
45
4747
45
45
45
STOP
R1-1 (STOP)
STOP
R1-1 (STOP)
STOP
R1-1 (STOP)
4646
4646
M2
47
47 45
3737
4747
Sta. 115+
33.1
2 Lt
47
46
4747
46
Sta. 115+
33.1
2 Rt
47
End
End
End
(Typ.)
8'
Sta. 116+
12.3
4 Rt
47
Begin
Sta. 116+
12.3
4 Lt
46
Begin
47
Begin
46
Begin
Sta. 116+
42.1
0 Rt
46
Begin
Sta. 116+
64.1
0 Rt
46
Begin
Sta. 116+
86.1
4 Rt
46
Begin
Sta. 117+
08.1
7 Rt
46
Begin
Sta. 118+
86.6
4 Lt
46
End
Sta. 119+
48.6
9 Lt
46
Begin
Sta. 117+
30.1
2 Rt
46
Begin
Sta. 117+
52.1
5 Lt
46
Begin
Sta. 124+
25.5
2 Lt
46
46
Begin
Sta. 117+
52.1
5 Rt
Sta. 117+
74.1
0 Lt
46
Begin
46
Begin
Sta. 117+
74.1
0 Rt
End
47
End
46
Sta. 124+25.5
2 Rt
End
47
End
Begin
Sta. 117+
96.1
5 Rt
46
46
Sta. 117+
96.1
5 Lt
Begin
46
Begin
Sta. 118+
18.1
0 Lt
Sta. 118+
18.1
0 Rt
46
Begin
46
Begin
Sta. 118+
40.1
0 Lt
Sta. 118+
40.1
0 Rt
46
Begin
Sta. 119+
82.7
2 Rt
46
Begin
Sta. 120+
04.8
7 Lt
46
Begin
Begin
46
Sta. 120+
26.7
6 Lt
46
Begin
Sta. 120+
26.7
6 Rt
Begin
46
Sta. 120+
48.8
6 Lt
46
Begin
Sta. 120+
70.7
6 Lt
46
Begin
Sta. 120+
92.7
5 Lt
46
Begin
Sta. 120+
48.8
6 Rt
Begin
46
Sta. 120+
70.7
6 Rt
Begin
46
Begin
46
Sta. 119+
82.7
2 Lt
Sta. 120+
04.8
7 Rt
Sta. 120+
92.7
5 Rt
Sta. 121+14.9
1 Rt
46
Begin
Sta. 121+14.9
1 Lt
46
Begin
Sta. 121+36.7
8 Lt
46
Begin
Sta. 121+36.7
8 Rt
46
Begin
Sta. 121+58.8
9 Lt
46
Begin
Sta. 121+58.8
9 Rt
46
Begin
Sta. 121+80.7
5 Rt
46
Begin
Sta. 121+80.7
5 Lt
46
Begin
Sta. 122+02.7
8 Rt
46
Begin
Sta. 122+02.7
8 Lt
46
Begin
11.57'
10.1
9'
10'
36.4
8'
(Typ.)
8'
10.5'
36'
(Typ.)
10'
Sta. 122+
90.0
0 Lt
37
Begin
Sta. 122+
90.0
0 Rt
Begin
37
Matc
hline Sta. 109+
00
Matc
hline Sta. 115+
00
1" = 20'
65
LIGHTING DETAILS
T
110+00
115+
00
109+00
111+00112+00
113+00
114+00
Riverside Drive
App. P/L
App. P/L
App. R/W
App. R/W
App. R/W
R/W
60' R/W
25' R/W
e = 0.00%
E = 3.29'
L = 456.11'
T = 228.12'
R = 7900.00'
D = 0°43'31"
Delta = 3°18'29" Rt.
P.I. = 115+72.14
CURVE DATA
Sta. 110+
60 "
PR-A
"
X-4
2-2
67-A
1 (14'
Heig
ht)
Sta. 111+
33 "
PR-A
"
X-4
2-2
67-A
2 (14'
Heig
ht)
Sta. 112+
00 "
PR-A
"
X-4
2-2
67-A
3 (14'
Heig
ht)
Sta. 112+
66 "
PR-A
"
X-4
2-2
67-A
5 (14'
Heig
ht)
Sta. 117+
50 "
PR-A
"
X-4
2-2
67-A
9 (14'
Heig
ht)
Sta. 114+
55 "
PR-A
"
Sta. 114+
63 "
PR-A
"
Sta. 113+
97 "
PR-A
"
Sta. 113+
31 "
PR-A
"
X-4
2-2
67-A
8 (14'
Heig
ht)
Sta. 112+
65 "
PR-A
"
X-4
2-2
67-A
6 (14'
Heig
ht)
Sta. 112+
00 "
PR-A
"
X-4
2-2
67-A
4 (14'
Heig
ht)
X-4
2-2
67-A
7 (14'
Heig
ht)
Sta. 113+
32 "
PR-A
"
X-4
2-2
67-A
10 (14'
Heig
ht)
X-4
2-2
67-A
11 (14'
Heig
ht)
X-4
2-2
67-A
12 (14'
Heig
ht)
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L A
pp. P/L
App. P/L
Line "PR-A"
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_LIGHT.DET_SHT_20_01.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
Controller, Cabinet
Lighting Circuit
LEGEND LUMINAIRE IDENTIFICATION
County No. X
Mainline (SR 42)
X-42-267-01
Luminaire No.
Cross Road No. (SR 267)
Anchor Base.
Height 14' Roadway Luminaire Mounted on
Light Standard & Foundation w/52 Watt L.E.D.,
Matc
hline Sta. 121+
00
Matc
hline Sta. 115+
00
66
1" = 20'
LIGHTING DETAILS
115+
00
120+
00
116+00 117+00 118+00119+00 121+00
Riverside Drive
App. P/L
App. R/W
Woern
er
Ave.
App. R/W
App. R/W
App. R/W
W. Mark
et St.
App. R/W
App.
R/W
Line "PR-S"
Line "PR-A"
Sta. 115+
30 "
PR-A
"
Sta. 116+
20 "
PR-A
"
Sta. 117+
52 "
PR-A
"
X-4
2-2
67-2
0 (14'
Heig
ht)
Sta. 118+
18 "
PR-A
"
Sta. 118+
84 "
PR-A
"
Sta. 119+
51 "
PR-A
"
Sta. 120+
18 "
PR-A
"
Sta. 120+
85 "
PR-A
"
Sta. 120+
16 "
PR-A
"
Sta. 120+
82 "
PR-A
"
Sta. 119+
51 "
PR-A
"
Sta. 118+
84 "
PR-A
"
Sta. 118+
19 "
PR-A
"
Sta. 117+
53 "
PR-A
"
X-4
2-2
67-2
1 (14'
Heig
ht)
Sta. 116+
87 "
PR-A
"
Sta. 116+
20 "
PR-A
"
X-4
2-2
67-1
7 (14'
Heig
ht)
Sta. 115+
75 "
PR-A
"
Sta. 115+
30 "
PR-A
"
X-4
2-2
67-A
13 (14'
Heig
ht)
X-4
2-2
67-A
14 (14'
Heig
ht)
X-4
2-2
67-A
15 (14'
Heig
ht)
X-4
2-2
67-A
16 (14'
Heig
ht)
X-4
2-2
67-A
19 (14'
Heig
ht)
X-4
2-2
67-A
22 (14'
Heig
ht)
X-4
2-2
67-A
23 (14'
Heig
ht)
X-4
2-2
67-A
24 (14'
Heig
ht)
X-4
2-2
67-A
25 (14'
Heig
ht)
X-4
2-2
67-A
26 (14'
Heig
ht)
X-4
2-2
67-A
27 (14'
Heig
ht)
X-4
2-2
67-A
28 (14'
Heig
ht)
X-4
2-2
67-A
29 (14'
Heig
ht)
X-4
2-2
67-A
30 (14'
Heig
ht)
X-4
2-2
67-A
31 (14'
Heig
ht)
App. R/W
App. R/W
R/W
R/W
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_LIGHT.DET_SHT_20_02.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
Controller, Cabinet
Lighting Circuit
LEGEND LUMINAIRE IDENTIFICATION
County No. X
Mainline (SR 42)
X-42-267-01
Luminaire No.
Cross Road No. (SR 267)
Light Standard & Foundation w/52 Watt L.E.D.,
Height 14' Roadway Luminaire Mounted on
Anchor Base.
Matc
hline Sta. 121+00
1" = 20'
67
LIGHTING DETAILS
T
125+00
126+52
126+52
121+00
122+00
123+00 124+00
126+00
Line "PR-A"
App. R/W
Riverside Drive
App. R/W
App. R/W
App. R/W
App. R/W
App. P/L
App. P/L
App. R/W
App. R/W
App. R/WApp. R/W
App. R/W
App. R/W
App. R/W
Sta. 121+
52 "
PR-X
"
Sta. 122+
18 "
PR-X
"
Sta. 122+
12 "
PR-A
"
Sta. 121+
47 "
PR-A
"
X-4
2-2
67-A
30 (14'
Heig
ht)
X-4
2-2
67-A
32 (14'
Heig
ht)
X-4
2-2
67-A
34 (14'
Heig
ht)
X-4
2-2
67-A
31 (14'
Heig
ht)
X-4
2-2
67-A
33 (14'
Heig
ht)
X-4
2-2
67-A
35 (14'
Heig
ht)
R/W
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_LIGHT.DET_SHT_20_03.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
Controller, Cabinet
Lighting Circuit
LEGEND LUMINAIRE IDENTIFICATION
County No. X
Mainline (SR 42)
X-42-267-01
Luminaire No.
Cross Road No. (SR 267)
Light Standard & Foundation w/52 Watt L.E.D.,
Height 14' Roadway Luminaire Mounted on
Anchor Base.
TOP VIEW
CONTROL CABINET FOUNDATION
1
2
3
4
2
5
6
STUBBED OUT AND CAPPED.
WITH 2 SPARE CONDUITS
CONDUITS AS REQUIRED
CABINET BASE
(TYP.)
6"
AP
RO
N
36"
WINDOW
COVER WITH
METER RESET
HINGED DEMAND
IN OPEN POSITION
STOP TO HOLD DOOR
DOOR WITH DOOR
HINGED EXTERIOR
48"
42"
WINDOW
PHOTOCELL
(BLACK IN COLOR)
ENCLOSURE
TOP OF FOUNDATION.
RACEWAYS 3" ABOVE
DUX SEAL. TERMINATE
CLOSE OPENINGS WITH
1" BEVEL
24"
MIN.
4"
AP
RO
N
TO UTILITY
GRADE LINE
FINISHED
36"
6"
6X6 - W2.9 X W2.9
WOVEN WIRE FABRIC
4" APRON WITH
(BLACK IN COLOR)
ALUMINUM
NEMA 3R ENCLOSURE
(IF APPLICABLE)
WITH SHEILD
PHOTO CELL WINDOW
GRADE LINE
FINISHED
24"
36"
PVC
36"
ROADWAY
TOWARDS
LA
NDIN
G MIN.
UTILIT
Y T
ER
MIN
ATIO
N
23.5'
COVER
LIFT-OFF SERVICE
COVER
METER SECTION
FULLY HINGED
UTILITY
TO
ENCLOSURE
LIGHT POLE
CIR #1
CIR #2
CIR #3
SPARE
4
5
6
3
N
N
AH
O
1
PANEL
BREAKER
MAIN
100 A
GND S/N
NOTES
MOUNTED BEHIND DOOR.
H-O-A SWITCH WITH ENGRAVED NAMEPLATE AS DETAILED,
PHOTOCELL WITH INTEGRAL SURGE SUPPRESSOR.
CONTACTOR, 30A, 12P, 120V COIL, ELECTRICALLY HELD.
GND AND NEUTRAL CONDUCTORS NOT SHOW FOR CLARITY.
20 AMP, GFCI CONVENIENCE DUPLEX RECEPTACLE.
METER SECTION CUSTOMER SECTION
CIR #4
N.T.S
N.T.S
WIRING DIAGRAM
CONTROL, LIGHTING AND FOUNDATION DETAIL
N.T.S
POLE BASE WIRING
TO EACH LUMINAIRE
TWO POLE FUSED DISCONNECT
10A, 300V FUSES
SINGLE PHASE CONDUCTORS
POLE GROUND LUG
CONDUCTOR
EQUIPMENT GROUND
POLE HANDHOLE
POLE
LIGHTING PLANS
DETAILS
NTS
METER
UTILITY
5' FROM FOUNDATION CAPPED (SPARE).
CIRCUITS PLUS 2 ADDITIONAL CONDUITS
NUMBER OF CONDUITS AS REQUIRED FOR
TYPE M-1 FOUNDATION TYPE M-1 FOUNDATION
2-1/C # 10 XLP-USE CABLES
CB AND 8 20A 2P CB
PANEL WITH 100A MAIN CB OR EQUIVALENT PROVIDE 4 20A, 1P
100A, 120/240V, SINGLE PHASE, 3 WIRE, 20 POLE BREAKER
68
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_LIGHTING DETAIL.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
N.T.S
N.T.S
LIGHT FIXTURE A, ARM DETAIL
A1 A2 A3 A5 A7 A9
A28 A30 A32 A34
CIRCUIT #1
CIRCUIT #2
CIRCUIT #3
N.T.S
LIGHTING CIRCUIT DIAGRAM
GENERAL NOTES:
NTS
LIGHTING PLANS
DETAILS
ANCHOR BASE
POLE. BEGA 1308HR.
14' ROUND TAPERED ALUMINIUM
COLOR TEMPERATURE, 120V - 277 V. BEGA 84 147.
LED LIGHT FIXTURE, 5100 LUMENS, 52 W, 4000 K
A11 A13
A4 A6 A8 A15A10 A12 A14
A29 A31 A33 A35A17 A19 A21 A23 A25 A27
CIRCUIT #4
A16 A18 A20 A22 A24 A26
CO
NT
RO
LLE
R C
1
LIG
HTIN
G
SERVICE AMPERAGE TABLE
VOLTAGEBREAKER
MAINCIRCUIT
COLOR
CIRCUIT
BRANCH
LOAD (AMPS)
DESIGN
CIRCUIT
BRANCH
BREAKER
CIRCUIT
BRANCH
(SERVICE)
120/240VAC
#1
CONTROLLER
100A
CKT 1RED
1.5 20ABLACK
CKT 2RED
1.7 20ABLACK
CKT 3RED
2.2 20ABLACK
CKT 4RED
2.2 20ABLACK
DESIGN DATA TABLE
INITIAL LAMP LUMEN (LL) 52 WATT LED 5100
AVERAGE MAINTAINED ILLUMINACE 0.8 fc
UNIFORMITY RATIO 4:1
LIGHT LOSS FACTOR (LLF) 0.9
MOUNTING HEIGHT 14 ft
PAVEMENT CLASSIFICATION R3
FIXTURE A ROUND FOUNDATION DETAIL
GENERAL NOTES:
installation method used.
2. All conduits shall be Rigid Non-Metallic 1" Schedule 40 PVC or HDPE depending on
1. All lighting circuit conductors shall be #10 AWG (Two 1/C #10 XLP-USE and one 1/C #10 GND).
prior to ordering of any luminaire standards or placement of any foundations.
3. All Luminaire Pole Locations shall be located in the field and approved by the Engineer
Contractor and approved by the Engineer prior to placement of any concrete foundations.
2. All offsets and foundation elevations are approximate and shall be field verified by the
elevations may need to adjusted.
to 5' do to existing & proposed design conditions of utilities, sewers or topo. Foundation
of the foundations may require field adjustments. The luminaire locations may be adjusted up
1. The proposed luminaire locations and electrical circuits are schematic and the final locations
#10
1"
69
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_LIGHTING DETAIL.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
Matc
hline Sta. 111+
00
Matc
hline Sta. 120+
00
TOWN OF CLARKSVILLE
RIVERSIDE DRIVE
SITE PLAN - DEMOLITION 70
for Drainage
Perpetual Easement
Grade to Drain and Seed with Mulched Seeding, U
Backfill with Borrow,
Excavation, Common, Parking Lot Demolition,
Houses and Buildings, Remove, Parcel No. XX
T
X X X X X X X X X X X X X X X X X X
CO
NC.
SID
EW
ALK
RIM = 442.8
7
SAN.
MAN
HO
LE
INV.
= 438.2
7 (IN
)
INLET = 442.2
9
C.B.
INV.
= 439.0
8
C.B.
INV.
= 436.7
3
WW
G
G
G
G
GG
GG
G
GGGGGG
INLET = 442.0
0
C.B.
INV.
= 435.8
6
INLET = 441.6
4
1321
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
WW
W W W
W
W
WWWWWWWWWWWWWWWWWWWWWW
COCO
CO
CO
CO
CO
STEPS
~
8"
PVC
INV.
= 436.4
7 (O
UT)
~
~
12"
VCP
12" VCP
~
X X XXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
INLET = 442.2
1
C.B.
INV.
= 438.9
5
12"
VCP
12"
VCP
STORM
W
WV
WV
X
X
X
X
X
W
W
X X
W
WV
GM
EM
GM
WW
W
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
S
S
INDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
PETROLEUM LLC
MARATHON ASHLAND
INST. 200315723
HA
ND
YS
HA
RO
N R.
INST. 201011078
HA
ND
YS
HA
RO
N R.
INST. 201011078
HA
ND
YS
HA
RO
N R.
INST. 9678
MIC
HA
EL W. JO
HN
SO
N
GR
EG
OR
Y D.
&
INST. 5450
BE
TT
Y J. H
AN
SF
OR
D
WIL
LIA
M R.
&
Line "PR-A"Riverside Drive
Const. Limits
Const. Limits
NRHP - Eligible District
Ohio Falls Car Company
Exist. Wetland
Woern
er
Ave.
W.
Mark
et St.
Exist. StreamExisting Trail
Tie Into
60' R/W
R/W
App. R/W
Property
NRHP - Eligible
App. R/W
App.
R/W
App. R/W
App.
R/W
App. R/W
App.
R/W
App. R/W
(Wall)
Levee System (NRHP - Eligible)
Jeffersonville - Clarksville
App. P/L App. P/L
App. P/L
App. P/L
App. P/L App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App.
R/W
W. Mark
et St.
By Others
To Be Built
10+00
Trail
Existing
Tie Into
(Wall)
Levee System (NRHP - Eligible)
Jeffersonville - Clarksville
(To Be Removed)
Exist. Sanitary Sewer
(To Be Demolished)
Lift Station
(CONC.)(ASPH.)
(GRAVEL)(GRAVEL)
for Grading
Temp. R/W
Remove Fence
Remove Fence
for Grading
Temp. R/W
for Grading
Temp. R/W(To Be Removed)
Ex. San. Sewer System 115+
00
120+
00
111+00 112+00113+00
114+00 116+00 117+00 118+00 119+00
Trees, Remove
Tree, Remove
Tree, DND
Tree, DND
Remove
Bollards and Rail,
Shed, DND
R/W
R/W
R/W
R/W
Const. Limits
P.T. = 112+08.48 "PR-A"
E: 302857.02
N: 1100723.48
W=37.9'
+38.0
0 Class I Drive
P.C. = 113+44.02 "PR-A"
E: 302979.21
N: 1100664.83
CURVE DATA
e = 0.00%
E = 3.29'
L = 456.11'
T = 228.12'
R = 7900.00'
D = 0°43'31"
Delta = 3°18'29" Rt.
P.I. = 115+72.14
P.I. = 115+72.14 "PR-A"
E: 303184.87
N: 1100566.13
E: 303384.50
N: 1100455.72
P.T. = 118+00.13 "PR-A"
P.O.B. = 10+00 "PR-S"
E: 303486.58
N: 1100399.26
= P.O.C. Sta. 119+16.62
W=22.0
+91.4
4 Street
W=14.0
+69.0
3 Class I Drive
W=10.0'
+94.2
2 Class I Drive
P.O.B. = 9+93.36 "PR-N"
E: 303200.56
N: 1100554.30
= P.O.C. = 115+91.44
P.C. = 119+87.01 "PR-A"
E: 303548.02
N: 1100365.28
Trees, DND
Dock, DND
Loading
Trees, DND
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_SITE.DEMO.PLAN_SHT_30_02.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83
XXX
NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR
RIVERSIDE DRIVE
SITE PLAN - DEMOLITION
1" = 30'
71
Trees, DND
Grade to Drain and Seed with Mulched Seeding, U
Backfill with Borrow,
Excavation, Common, Parking Lot Demolition,
Houses and Buildings, Remove, Parcel No. XX
Matc
hline Sta. 120+00
TOWN OF CLARKSVILLE
OHIO RIVER
XX
X
G
INLET = 44
8.82C.B.
INV. =
T
GG
STORM
GM
GM
W
STATE OF INDIANA
STATE BOUNDARY LINE
STATE OF INDIANA
STATE BOUNDARY LINE
OHIO RIVER
APPROX. EDGE OF WATER
INDUSTRIES, INC.
CARMANINDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
Line "PR-A"
Riverside Drive
Const. Limits
Const. Limits
126+52
Sidewalk
Tie Into Existing
App. R/W
App. R/W App. R/W
R/W
Line "PR-A"
App. P/L
App. P/L
App. R/W
App. R/
W
App. R/W
INV
EST
ME
NT L
LC
EN
TE
RP
RIS
EC
LA
RK
S L
AN
DIN
G
INDUSTRIES, INC.
CARMAN
JEFFREY ALAN
LALLEY
RDRA LLC
App. R/WApp. R/W
App. R/
W
App. R/WApp. R/W
App. R/W
(GRAVEL)
(ASPH.)
City of Jeffers
onville
To
wn of
Clarksville
INC.
IND
US
TRIE
S,
CA
RM
AN
App. P/L
App. P/L
126+90
126+90
120+00
125+00
126+90
126+90
121+00122+00 123+00
124+00
126+00
Tree, Remove
Tree, DND
R/W
Const. Limits
CURVE DATA
e = 0.00%
E = 12.10'
L = 424.04'
T = 213.39'
R = 1875.00'
D = 03°03'21"
Delta = 12°59'08" Lt.
P.I. = 122+00.40
E: 303734.76
N: 1100262.00
PI = 122+00.40 "PR-A"
E: 303939.92
N: 1100203.32
PT = 124+11.96 "PR-A"
E: 304207.28
N: 1100126.86
POE = 126+90.03 "PR-A"
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_SITE.DEMO.PLAN_SHT_30_03.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR
Matc
hline Sta. 111+00
72
1" = 30'
RIVERSIDE DRIVE
UTILITY DETAILS
TOWN OF CLARKSVILLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_UTILITIES_SHT_30_01.dgn
DESIGNED:
3/30/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
3/30/2020
3/30/2020 3/30/2020
3/30/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR
X
X
X
X
X
X
~
W
EM
WM
BX X XX
XX
X
X
CRUSHED STONE
S
W
12" RCP
AT&T
AT&T
2" Vectren
Street Lights
Street Lights
Water
American
Indiana
Proposed Sanitary Sewer
NORMA JEAN REV LIV TRUST DTD
DAVID, FREDERICK A &
Line "PR-A"
INST. 2
01520822
KRIS
TY L
EE M
OE
WID
OW
S W
AL
K L
LC
PETROLEUM LLC
MARATHON ASHLAND
PETROLEUM LLC
MARATHON ASHLAND
Sta. 107+00.00 Line "PR-A"
Begin Project
Const. Limits
75°2'10.9"
App. R/W
App. R/W
App. R/W
R/W 25' R/W
App. R/W
App. P/L App. P/L App. P/L App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
PETROLEUM LLC
MARATHON ASHLAND
R/W & A
pp. R/W
for Drives
Temp. R/W
(Wall)
Levee System (NRHP - Eligible)
Jeffersonville - Clarksville
R/W
Remove Tree
DND
Trail,
DND
Street Light,
DND
(Typ.)
Remove BallardsTree
Remove
at Levee
Concrete
Limits of
(To Be Removed)
Exist. Sanitary SewerTop of Levee (Earthen)
for Grading
Temp. R/W
105+
00
110+00
103+00104+00
106+00107+00
108+00109+00
001 002
003
005004
006
036
037
038
053
054
101 201
301
303
304
401
P.C. = 107+49.67 "PR-A"
E: 302480.65
N: 1100982.63
e = 0.00%
E = 18.12'
L = 458.81'
T = 231.27'
R = 1475.00'
D = 3°53'04"
Delta = 17°49'21" Lt.
P.I. = 109+80.94
CURVE DATA
P.I. = 107+00.00 "PR-A"
E: 302444.60
N: 1101016.79
P.I. = 109+80.94 "PR-A"
E: 302648.52
N: 1100823.55
62°21'15.3
9"117°53'57.99"
Riverside Drive
102
Sign,
DND
Limits
Const.
035
Street Light,
DND
302 DND
Matc
hline Sta. 111+
00
Matc
hline Sta. 120+
00
73
1" = 30'
RIVERSIDE DRIVE
UTILITY DETAILS
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_UTILITIES_SHT_30_02.dgn
DESIGNED:
3/30/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
3/30/2020
3/30/2020 3/30/2020
3/30/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
INDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
PETROLEUM LLC
MARATHON ASHLAND
INST. 2
00315723
HA
ND
YS
HA
RO
N R.
INST. 2
01011078
HA
ND
YS
HA
RO
N R.
INST. 2
01011078
HA
ND
YS
HA
RO
N R.
INST. 9
678
MIC
HA
EL W. JO
HN
SO
N
GR
EG
OR
Y D. &
INST. 5
450
BE
TT
Y J. H
AN
SF
OR
D
WIL
LIA
M R. &
Line "PR-A"
Const. Limits
Const. Limits
Woern
er A
ve.
W.
Mark
et St.
105°48'4.12"
113°1'20.34"
60' R/W
R/W
Property
NRHP - Eligible
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
App. P/L
W. Mark
et St.
(Wall)
Levee System (NRHP - Eligible)
Jeffersonville - Clarksville
(To Be Removed)
Exist. Sanitary Sewer
(To Be Demolished)
Lift Station
(CONC.)(ASPH.)
(GRAVEL)(GRAVEL)
for Grading
Temp. R/W
Remove Fence
for Grading
Temp. R/W
for Grading
Temp. R/W
007 008 009
010
011
013
014
015
034 033
032
031
030
028
040041 042 043
044
045
049
050
051052
055
056
060
062
103104
105
106
107
203
039
305
309
311
312
202
061
063
Trees, Remove
Tree, Remove
Tree, DND
Tree, DND
Remove
Bollards and Rail,
Shed, DND
R/W
Const. Limits
029P.T. = 112+08.48 "PR-A"
E: 302857.02
N: 1100723.48
P.C. = 113+44.02 "PR-A"
E: 302979.21
N: 1100664.83
CURVE DATA
e = 0.00%
E = 3.29'
L = 456.11'
T = 228.12'
R = 7900.00'
D = 0°43'31"
Delta = 3°18'29" Rt.
P.I. = 115+72.14
P.I. = 115+72.14 "PR-A"
E: 303184.87
N: 1100566.13
E: 303384.50
N: 1100455.72
P.T. = 118+00.13 "PR-A"
P.O.B. = 10+00 "PR-S"
E: 303486.58
N: 1100399.26
= P.O.C. Sta. 119+16.62
P.C. = 119+87.01 "PR-A"
E: 303548.02
N: 1100365.28
W=22.0
+91.4
4 Stre
et
W=14.0
+69.0
3 Class I D
rive
W=10.0'
+94.2
2 Class I D
rive
P.O.B. = 9+93.36 "PR-N"
E: 303200.56
N: 1100554.30
= P.O.C. = 115+91.44
016
308
310
W=
37.9'
+38.5
3 Class III Drive
W=40.0'
+85.68 Class III Drive
(To Be Removed)
Exist. 42" Pipe
110°17'45.02"
93°13'23.42"
88°22'49.82"
60' R/W
EXCESS R/
W
EXCESS R/W
Riverside Drive
R/W
Limits
Const.
R/W
R/W
EXCESS R/W
EXCESS R/W
EX
CESS R/W
Exist. Wetland
EXCESS R/W
EX
CESS R/W
Fence, Remove
(To Be Removed)
Exist. San. Sewer System
R/W
Jeffersonville - Clarksville
Levee System (NRHP - Eligible)
(Wall)
Match
Exist. Trail
Match
Exist. Trail
T
X X X X X X X X X X X X X X X X X X
Z
Z
Z
RIM = 442.8
7
SAN.
MAN
HO
LE
INV.
= 438.2
7 (IN
)
WW
G
G
G
G
GG
GG
G
GGGGGG
X
X
COCO
CO
CO
CO
CO
~
8"
PVC
INV.
= 436.4
7 (O
UT)
X X XXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
STORM
W
WV
WV
X
W
W
X X
W
WV
GM
EM
GM
WW
W
XXXX
X
CRUSHED STONE
CRUSHED STONE
S
S
W
W W
W
STORM
2" Vectren
2" Vectren
2" Vectren
AT&T
AT&T
AT&T
Duke/Charter
Indiana American Water
Duke/AT&T
AT&T
Duke
Duke/AT&T
10" Colgate (To Be Removed)
8" Colgate (Retired) (To Be Removed)
10" Colgate (To Be Removed) 8" Colgate (Retired)(To Be Removed)
Charter
Duke/Charter
Duke/American Water
Indiana
Proposed Sanitary Sewer
Sanitary Sewe
rPropos
ed
Matc
hline Sta. 120+00
RIVERSIDE DRIVE
UTILITY DETAILS 74
1" = 30'
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_UTILITIES_SHT_30_03.dgn
DESIGNED:
3/30/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
3/30/2020
3/30/2020 3/30/2020
3/30/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
XX
X
G
T
GG
STORM
GM
GM
W
2" Vectren
4" Vectren
Duke/AT&T
Duke
AT&T
10" Colgate (To Be Removed)
(To Be Removed)
8" Colgate (Retired)
Sanitary Sewer
Proposed
INDUSTRIES, INC.
CARMANINDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
INDUSTRIES, INC.
CARMAN
Line "PR-A"
Riverside Drive
Const. Limits
Const. Limits
App. R/W
App. R/W App. R/W
R/W
Line "PR-A"
App. P/L
App. P/L
App. R/W
App. R/
W
App. R/W
INV
EST
ME
NT L
LC
EN
TE
RP
RIS
EC
LA
RK
S L
AN
DIN
G
INDUSTRIES, INC.
CARMAN
JEFFREY ALAN
LALLEY
RDRA LLC
App. R/WApp. R/W
App. R/
W
App. R/W
App. R/W
App. R/W
(GRAVEL)
(ASPH.)
City of Jeffers
onville
To
wn of
Clarksville
INC.
INDUSTRIES,
CARMAN
App. P/L
App. P/L
027
026
025017
018019
020
021022
023024
046
047
048
057
058
059
108
109
313
Tree, Remove
Tree, DND
Const. Limits
CURVE DATA
e = 0.00%
E = 12.10'
L = 424.04'
T = 213.39'
R = 1875.00'
D = 03°03'21"
Delta = 12°59'08" Lt.
P.I. = 122+00.40
E: 303734.76
N: 1100262.00
PI = 122+00.40 "PR-A"
E: 303939.92
N: 1100203.32
PT = 124+11.96 "PR-A"
E: 304207.28
N: 1100126.86
POE = 126+90.03 "PR-A"
60' R/WR/W
EX
CESS R/W
EXCESS R/
W
EX
CESS R/W
EXCESS R/W
Sta. 125+05 Line "PR-A"
End Project
W=40.0'
+14.4
3 Class III Drive
Sta. 124+25.28 Line "PR-A"
End Pavement Reconstruction
Sidewalk
Match Existing
N.T.S.
75
STRUCTURE DATA TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
LINE "PR-A"
STORM
1 107+85 X 10.75 12 Type 2, Circular INLET, B15 42 1.000 444.15 443.92 447.17 75 1 2
2 108+28 X 10.75 12 Type 2, Circular INLET, C15 17 1.250 443.80 443.64 447.07 75 1 3
3 108+45 X 10.75 12 Type 2, Circular INLET, C15 16 1.500 443.52 443.39 447.04 75 1 53
4 108+62 X 10.75 12 Type 2, Circular INLET, C15 17 1.250 443.79 443.64 447.06 75 1 3
5 109+25 X 10.75 12 Type 2, Circular INLET, B15 62 1.000 444.23 443.91 447.25 75 1 4
6 110+50 X 10.75 12 Type 2, Circular INLET, B15 16 1.000 444.10 443.97 447.12 75 1 54
7 112+15 X 17.75 12 Type 2, Circular INLET, B15 23 1.000 442.64 442.34 445.66 75 1 55
8 112+90 X 17.75 12 Type 2, Circular INLET, B15 75 1.000 441.23 440.45 444.25 75 1 9
9 113+65 X 17.75 12 Type 2, Circular INLET, C15 83 1.125 440.32 439.93 443.47 75 1 10
10 114+48 X 17.75 12 Type 2, Circular INLET, C15 48 1.125 439.80 439.60 442.95 75 1 11
11 114+96 X 10.75 24 Type 2, Circular INLET, C15 10 1.000 438.89 438.77 443.00 75 1 13
12 115+06 X 34.50 12 Type 2, Circular INLET, E7 24 1.000 439.98 439.85 443.00 75 1 13
13 115+06 X 10.75 24 Type 2, Circular INLET, C15 16 1.250 438.64 438.50 443.00 75 1 56
14 115+16 X 10.75 12 Type 2, Circular INLET, C15 10 1.000 439.99 439.85 443.01 75 1 13
15 115+58 X 53.35 12 Type 2, Circular INLET, B15 25 1.000 440.00 439.93 443.02 75 1 61
16 115+82 X 47.80 12 Type 2, Circular INLET, B15 12 1.000 439.98 439.93 443.00 75 1 61
17 124+99 X 17.15 12 Type 2, Circular INLET, B15 124 1.000 445.98 445.50 449.00 75 1 18
18 123+74 X 15.68 12 Type 2, Circular INLET, C15 25 1.750 445.38 445.22 449.15 75 1 19
19 123+49 X 12.84 12 Type 2, Circular INLET, C15 25 2.000 445.10 444.94 449.12 75 1 20
20 123+23 X 10.75 12 Type 2, Circular INLET, C15 23 2.250 444.82 444.63 449.09 75 1 21
21 123+00 X 10.75 12 Type 2, Circular INLET, C15 25 2.500 444.51 444.32 449.03 75 1 22
22 122+75 X 10.75 12 Type 2, Circular INLET, C15 25 2.750 444.20 444.00 448.97 75 1 23
23 122+50 X 10.75 12 Type 2, Circular INLET, C15 20 3.000 443.88 443.70 448.90 75 1 24
24 122+30 X 10.75 12 Type 2, Circular INLET, C15 16 3.250 443.58 443.45 448.85 75 1 57
STRUCTURE DATA
ST
RU
CT
UR
E N
UM
BE
R
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
SK
EW
FLOW LINE
TO
P O
F C
AS
TIN
G
PIP
E E
ND S
EC
TIO
N(S)
SE
RVIC
E LIF
E
BA
CK
FIL
L M
ET
HO
D
ST
R.
BA
CK
FIL
L, T
YP
E 1
ST
R.
BA
CK
FIL
L, T
YP
E 2
CO
RE D
RIL
LIN
G
CO
NN
EC
T T
O S
TR.
RE
VE
TM
EN
T RIP
RA
P
RIP
RA
P, T
YP
E I
A
GE
OT
EX
TIL
ES F
OR
REMARKS
STATION
LE
FT
RIG
HT
CR
OS
S
OFFS
ET
INDOT PIPE TYPESPECIALTY STRUCTURE
MANHOLE, INLET, CATCH BASIN, OR
CO
VE
R
UP STREAM DOWN STREAM
FT INCHES LFT FT ELEV. ELEV. ELEV. EA. YRS. CYS CYS EA. TON SYS
N.T.S.
76
STRUCTURE DATA TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
STRUCTURE DATA
ST
RU
CT
UR
E N
UM
BE
R
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
SK
EW
FLOW LINE
TO
P O
F C
AS
TIN
G
PIP
E E
ND S
EC
TIO
N(S)
SE
RVIC
E LIF
E
BA
CK
FIL
L M
ET
HO
D
ST
R.
BA
CK
FIL
L, T
YP
E 1
ST
R.
BA
CK
FIL
L, T
YP
E 2
CO
RE D
RIL
LIN
G
CO
NN
EC
T T
O S
TR.
RE
VE
TM
EN
T RIP
RA
P
RIP
RA
P, T
YP
E I
A
GE
OT
EX
TIL
ES F
OR
REMARKS
STATION
LE
FT
RIG
HT
CR
OS
S
OFFS
ET
INDOT PIPE TYPESPECIALTY STRUCTURE
MANHOLE, INLET, CATCH BASIN, OR
CO
VE
R
UP STREAM DOWN STREAM
FT INCHES LFT FT ELEV. ELEV. ELEV. EA. YRS. CYS CYS EA. TON SYS
25 121+93 X 17.75 12 Type 2, Circular INLET, B15 24 1.000 445.58 444.98 448.60 75 1 26
26 121+18 X 17.75 12 Type 2, Circular INLET, C15 24 1.125 444.85 444.70 448.00 75 1 58
27 120+43 X 17.75 12 Type 2, Circular INLET, B15 61 1.000 443.97 443.63 446.99 75 1 28
28 119+81 X 17.75 12 Type 2, Circular INLET, C15 23 1.125 443.50 443.31 446.65 75 1 59
29 119+28 X 35.40 12 Type 2, Circular INLET, B15 20 1.000 442.63 442.45 445.65 75 1 30
30 119+08 X 35.95 12 Type 2, Circular INLET, C15 37 1.500 442.33 441.88 445.85 75 1 31
31 118+80 X 10.75 12 Type 2, Circular INLET, C15 62 1.125 441.75 441.16 444.90 75 1 32
32 118+18 X 17.75 12 Type 2, Circular INLET, C15 75 1.125 441.03 440.74 444.18 75 1 33
33 117+43 X 17.75 12 Type 2, Circular INLET, C15 98 1.125 440.61 440.29 443.76 75 1 34
34 116+45 X 17.75 12 Type 2, Circular INLET, C15 26 1.125 440.16 439.97 443.31 75 1 60
35 108+28 X 10.75 12 Type 2, Circular INLET, B15 17 1.000 444.04 443.89 447.06 75 1 36
36 108+45 X 10.75 24 Type 2, Circular INLET, C15 6 1.000 442.93 442.80 447.04 75 1 53
37 108+62 X 10.75 12 Type 2, Circular INLET, B15 17 1.000 444.03 443.89 447.05 75 1 36
38 110+50 X 10.75 12 Type 2, Circular INLET, B15 6 1.000 444.10 443.97 447.12 75 1 54
39 111+10 X 10.75 12 Type 2, Circular INLET, B15 106 1.000 443.42 442.10 446.44 75 1 40
40 112+15 X 17.75 12 Type 2, Circular INLET, C15 13 1.125 441.97 441.84 445.12 75 1 55
41 113+45 X 17.75 12 Type 2, Circular INLET, B15 150 1.000 440.63 439.84 443.65 75 1 42
42 114+96 X 17.75 12 Type 2, Circular INLET, C15 9 1.125 439.71 439.59 442.86 75 1 43
43 115+05 X 17.75 12 Type 2, Circular INLET, C15 13 1.375 439.46 439.34 442.86 75 1 56
44 115+15 X 14.66 12 Type 2, Circular INLET, C15 10 1.250 439.66 439.59 442.93 75 1 43
45 115+65 X 10.75 12 Type 2, Circular INLET, B15 50 1.000 440.09 439.78 443.11 75 1 44
46 123+27 X 10.75 12 Type 2, Circular INLET, B15 95 1.000 446.08 445.70 449.10 75 1 47
47 122+32 X 10.75 12 Type 2, Circular INLET, C15 6 1.250 445.58 445.45 448.85 75 1 57
48 121+28 X 17.75 12 Type 2, Circular INLET, B15 13 1.000 445.08 444.95 448.10 75 1 58
49 119+81 X 17.75 12 Type 2, Circular INLET, B15 13 1.000 443.40 443.31 446.42 75 1 59
N.T.S.
77
STRUCTURE DATA TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
STRUCTURE DATA
ST
RU
CT
UR
E N
UM
BE
R
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
SK
EW
FLOW LINE
TO
P O
F C
AS
TIN
G
PIP
E E
ND S
EC
TIO
N(S)
SE
RVIC
E LIF
E
BA
CK
FIL
L M
ET
HO
D
ST
R.
BA
CK
FIL
L, T
YP
E 1
ST
R.
BA
CK
FIL
L, T
YP
E 2
CO
RE D
RIL
LIN
G
CO
NN
EC
T T
O S
TR.
RE
VE
TM
EN
T RIP
RA
P
RIP
RA
P, T
YP
E I
A
GE
OT
EX
TIL
ES F
OR
REMARKS
STATION
LE
FT
RIG
HT
CR
OS
S
OFFS
ET
INDOT PIPE TYPESPECIALTY STRUCTURE
MANHOLE, INLET, CATCH BASIN, OR
CO
VE
R
UP STREAM DOWN STREAM
FT INCHES LFT FT ELEV. ELEV. ELEV. EA. YRS. CYS CYS EA. TON SYS
50 118+97 X 10.75 12 Type 2, Circular INLET, B15 125 1.000 442.07 440.88 445.09 75 1 51
51 117+72 X 17.75 12 Type 2, Circular INLET, C15 130 1.000 440.88 440.37 443.90 75 1 52
52 116+42 X 17.75 12 Type 2, Circular INLET, C15 20 1.250 440.25 440.10 443.52 75 1 60
53 108+45 X 5.00 24 Type 2, Circular MANHOLE, C4 205 3.500 440.55 439.76 447.16 75 1 54
54 110+50 X 5.00 24 Type 2, Circular MANHOLE, C4 165 4.500 439.63 438.75 447.24 75 1 55
55 112+15 X 5.00 24 Type 2, Circular MANHOLE, C4 290 3.625 438.63 436.50 445.36 75 1 56
56 115+06 X 5.00 36 Type 2, Circular MANHOLE, C4 81 4.500 435.30 434.67 443.11 75 1 62
57 122+31 X 5.00 24 Type 2, Circular MANHOLE, C4 105 3.500 442.36 441.74 448.97 75 1 58
58 121+27 X 5.00 24 Type 2, Circular MANHOLE, C4 148 3.500 441.74 439.72 448.35 75 1 59
59 119+79 X 5.00 36 Type 2, Circular MANHOLE, C4 376 3.500 438.64 435.93 446.33 75 1 60
60 116+57 X 5.29 42 Type 2, Circular MANHOLE, C4 70 3.500 435.33 435.07 443.62 75 1 62
61 115+77 X 36.57 72 Type 2, Circular MANHOLE, C4 40 3.500 432.02 430.86 443.02 75 1 62
62 115+87 X 2.87 72 Type 2, Circular MANHOLE, C4 51 5.250 430.61 428.75 443.36 75 1 63
63 116+01 X 52.60 72 Type 2, Circular MANHOLE, C4 51 7.000 428.50 426.17 443.00 75 1 OUTFALL
LINE "PR-A"
OTHERS)
SANITARY (BY
101 108+54.29 X 6.09 8 SDR-35 MANHOLE 155
102 110+09.76 X 6.07 8 SDR-35 MANHOLE 116
103 111+26.66 X 5.93 8 SDR-35 MANHOLE 424
104 115+51.39 X 6.14 8 SDR-35 MANHOLE 311
105 115+45.64 X 86.25 8 SDR-35 MANHOLE 80
106 118+62.06 X 6.16 8 SDR-35 MANHOLE 129
107 119+91.86 X 5.95 8 SDR-35 MANHOLE 206
108 121+99.56 X 6.11 8 SDR-35 MANHOLE 88
109 122+88.12 X 6.02 8 SDR-35 MANHOLE
N.T.S.
78
STRUCTURE DATA TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
STRUCTURE DATA
ST
RU
CT
UR
E N
UM
BE
R
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
SK
EW
FLOW LINE
TO
P O
F C
AS
TIN
G
PIP
E E
ND S
EC
TIO
N(S)
SE
RVIC
E LIF
E
BA
CK
FIL
L M
ET
HO
D
ST
R.
BA
CK
FIL
L, T
YP
E 1
ST
R.
BA
CK
FIL
L, T
YP
E 2
CO
RE D
RIL
LIN
G
CO
NN
EC
T T
O S
TR.
RE
VE
TM
EN
T RIP
RA
P
RIP
RA
P, T
YP
E I
A
GE
OT
EX
TIL
ES F
OR
REMARKS
STATION
LE
FT
RIG
HT
CR
OS
S
OFFS
ET
INDOT PIPE TYPESPECIALTY STRUCTURE
MANHOLE, INLET, CATCH BASIN, OR
CO
VE
R
UP STREAM DOWN STREAM
FT INCHES LFT FT ELEV. ELEV. ELEV. EA. YRS. CYS CYS EA. TON SYS
LINE "PR-A"
(EXISTING)
SANITARY
201 110+66.39 X 16.52 8 SDR-35 MANHOLE 434 TO BE REMOVED
202 115+02.26 X 33.30 8 SDR-35 MANHOLE 105 TO BE REMOVED
203 115+88.32 X 29.37 8 SDR-35 MANHOLE TO BE REMOVED
LINE "PR-A"
(EXISTING)
STORM
301 106+58.96 X 16.30 15 RCP CATCH BASIN 10 TO REMAIN
302 107+07.88 X 13.86 12 RCP CATCH BASIN 47 TO REMAIN
303 110+07.22 X 82.78 12 RCP CATCH BASIN 99 TO REMAIN
304 111+02.28 X 68.20 18 RCP CATCH BASIN TO REMAIN
305 111+13.98 X 10.35 12 RCP CATCH BASIN 58 TO BE REMOVED
308 115+57.62 X 36.44 12 RCP INLET 18 TO BE REMOVED
309 115+76.71 X 36.10 42 RCP MANHOLE 52 TO BE REMOVED
310 115+99.89 X 33.17 12 RCP INLET 22 TO BE REMOVED
311 115+89.83 X 12.14 42 RCP MANHOLE 93 TO BE REMOVED
312 116+14.87 X 102.39 42 RCP HEADWALL TO BE REMOVED
N.T.S.
79
PAVEMENT MARKINGS TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
PAVEMENT MARKINGS TABLE
LOCATION
LINE, MULTI-COMPONENT LINE, THERMOPLASTIC
MULTI-COMPONENT
MARKINGS,
TRANSVERSE
THERMOPLASTIC
MARKINGS,
TRANSVERSE
THERMOPLASTIC
TRAVERSE MARKINGS,
THERMOPLASTIC
MARKINGS,
PAVEMENT MESSAGE
PREFORMED PLASTIC
PAVEMENT MESSAGE MARKINGS,
PAVEMENT MARKER
SNOWPLOWABLE RAISED
CO
NV
EN
TIO
NA
L
CO
RR
UG
ATIO
NS,
MIL
LE
D H
MA
PO
ST F
LE
XIB
LE
DELIN
EA
TO
R
DIA.
PO
ST D
3 D I
N.
DELIN
EA
TO
R W/
4 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
8 IN.
WHITE
SOLID
12 IN.
WHITE
SOLID
IN.
WHITE 16
SOLID
4 IN.
WHITE
SOLID
4 IN.
YELLOW
SOLID
24 IN.
WHITE
SOLID
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
WHITE 24 IN.
CROSSHATCH LINE
WHITE 24 IN.
CROSSHATCH LINE
24 IN.
STOP LINE
6 IN.
CROSS WALK
ONLY
WORD
ARROW
LANE
ONLY
WORD
ARROW
LANER X R
WHITE
ONE WAY
RED
YELLOW /
TWO WAY
RED
WHITE /
TWO WAY
FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT EACH EACH EACH EACH EACH LFT EACH EACH
Riverside Drive
107+00 to 115+33 LT 833 833
107+00 to 115+33 RT 833
107+00 to 108+66 RT 167
109+18 to 111+15 RT 198
111+67 to 124+26 RT 1259
116+12 to 118+87 LT 262
116+12 to 124+26 LT 814
116+12 to 124+26 RT 814
119+49 to 124+26 LT 477
112+19 LT-X 8
112+19 RT-X 8
112+41 LT-X 8
112+41 RT-X 8
112+63 LT-X 8
112+63 RT-X 8
112+85 LT-X 8
112+85 RT-X 8
113+07 LT-X 8
113+07 RT-X 8
113+29 LT-X 8
113+29 RT-X 8
113+51 LT-X 8
113+51 RT-X 8
113+73 RT-X 8
113+95 RT-X 8
114+17 LT-X 8
80
PAVEMENT MARKINGS TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
PAVEMENT MARKINGS TABLE
LOCATION
LINE, MULTI-COMPONENT LINE, THERMOPLASTIC
MULTI-COMPONENT
MARKINGS,
TRANSVERSE
THERMOPLASTIC
MARKINGS,
TRANSVERSE
THERMOPLASTIC
TRAVERSE MARKINGS,
THERMOPLASTIC
MARKINGS,
PAVEMENT MESSAGE
PREFORMED PLASTIC
PAVEMENT MESSAGE MARKINGS,
PAVEMENT MARKER
SNOWPLOWABLE RAISED
CO
NV
EN
TIO
NA
L
CO
RR
UG
ATIO
NS,
MIL
LE
D H
MA
PO
ST F
LE
XIB
LE
DELIN
EA
TO
R
DIA.
PO
ST D
3 D I
N.
DELIN
EA
TO
R W/
4 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
8 IN.
WHITE
SOLID
12 IN.
WHITE
SOLID
IN.
WHITE 16
SOLID
4 IN.
WHITE
SOLID
4 IN.
YELLOW
SOLID
24 IN.
WHITE
SOLID
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
WHITE 24 IN.
CROSSHATCH LINE
WHITE 24 IN.
CROSSHATCH LINE
24 IN.
STOP LINE
6 IN.
CROSS WALK
ONLY
WORD
ARROW
LANE
ONLY
WORD
ARROW
LANER X R
WHITE
ONE WAY
RED
YELLOW /
TWO WAY
RED
WHITE /
TWO WAY
FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT EACH EACH EACH EACH EACH LFT EACH EACH
114+17 RT-X 8
114+39 LT-X 8
114+39 RT-X 8
114+61 RT-X 8
114+83 RT-X 8
116+42 RT-X 8
116+64 RT-X 8
116+86 RT-X 8
117+08 RT-X 8
117+30 RT-X 8
117+52 LT-X 8
117+52 RT-X 8
117+74 LT-X 8
117+74 RT-X 8
117+96 LT-X 8
117+96 RT-X 8
118+18 LT-X 8
118+18 RT-X 8
118+40 LT-X 8
118+40 RT-X 8
119+83 LT-X 8
119+83 RT-X 8
120+05 LT-X 8
120+05 RT-X 8
120+27 LT-X 8
120+27 RT-X 8
81
PAVEMENT MARKINGS TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
PAVEMENT MARKINGS TABLE
LOCATION
LINE, MULTI-COMPONENT LINE, THERMOPLASTIC
MULTI-COMPONENT
MARKINGS,
TRANSVERSE
THERMOPLASTIC
MARKINGS,
TRANSVERSE
THERMOPLASTIC
TRAVERSE MARKINGS,
THERMOPLASTIC
MARKINGS,
PAVEMENT MESSAGE
PREFORMED PLASTIC
PAVEMENT MESSAGE MARKINGS,
PAVEMENT MARKER
SNOWPLOWABLE RAISED
CO
NV
EN
TIO
NA
L
CO
RR
UG
ATIO
NS,
MIL
LE
D H
MA
PO
ST F
LE
XIB
LE
DELIN
EA
TO
R
DIA.
PO
ST D
3 D I
N.
DELIN
EA
TO
R W/
4 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
8 IN.
WHITE
SOLID
12 IN.
WHITE
SOLID
IN.
WHITE 16
SOLID
4 IN.
WHITE
SOLID
4 IN.
YELLOW
SOLID
24 IN.
WHITE
SOLID
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
WHITE 24 IN.
CROSSHATCH LINE
WHITE 24 IN.
CROSSHATCH LINE
24 IN.
STOP LINE
6 IN.
CROSS WALK
ONLY
WORD
ARROW
LANE
ONLY
WORD
ARROW
LANER X R
WHITE
ONE WAY
RED
YELLOW /
TWO WAY
RED
WHITE /
TWO WAY
FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT EACH EACH EACH EACH EACH LFT EACH EACH
120+49 LT-X 8
120+49 RT-X 8
120+71 LT-X 8
120+71 RT-X 8
120+93 LT-X 8
120+93 RT-X 8
121+15 LT-X 8
121+15 RT-X 8
121+37 LT-X 8
121+37 RT-X 8
121+59 LT-X 8
121+59 RT-X 8
121+81 LT-X 8
121+81 RT-X 8
122+03 LT-X 8
122+03 RT-X 8
109+10 RT 16
110+20 X 80
111+40 RT 20
115+30 RT 11
115+55 RT 21
115+65 LT 12
116+10 LT 10
118+85 LT 48
119+20 LT 48
119+50 LT 48
82
PAVEMENT MARKINGS TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
PAVEMENT MARKINGS TABLE
LOCATION
LINE, MULTI-COMPONENT LINE, THERMOPLASTIC
MULTI-COMPONENT
MARKINGS,
TRANSVERSE
THERMOPLASTIC
MARKINGS,
TRANSVERSE
THERMOPLASTIC
TRAVERSE MARKINGS,
THERMOPLASTIC
MARKINGS,
PAVEMENT MESSAGE
PREFORMED PLASTIC
PAVEMENT MESSAGE MARKINGS,
PAVEMENT MARKER
SNOWPLOWABLE RAISED
CO
NV
EN
TIO
NA
L
CO
RR
UG
ATIO
NS,
MIL
LE
D H
MA
PO
ST F
LE
XIB
LE
DELIN
EA
TO
R
DIA.
PO
ST D
3 D I
N.
DELIN
EA
TO
R W/
4 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
8 IN.
WHITE
SOLID
12 IN.
WHITE
SOLID
IN.
WHITE 16
SOLID
4 IN.
WHITE
SOLID
4 IN.
YELLOW
SOLID
24 IN.
WHITE
SOLID
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
WHITE 24 IN.
CROSSHATCH LINE
WHITE 24 IN.
CROSSHATCH LINE
24 IN.
STOP LINE
6 IN.
CROSS WALK
ONLY
WORD
ARROW
LANE
ONLY
WORD
ARROW
LANER X R
WHITE
ONE WAY
RED
YELLOW /
TWO WAY
RED
WHITE /
TWO WAY
FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT EACH EACH EACH EACH EACH LFT EACH EACH
122+60 X 60
122+90 LT
BIKE PATH PVMT MSG
122+90 RT
BIKE PATH PVMT MSG
TOTALS 0 0 0 0 0 0 0 0 3668 3294 0 0 0 0 0 374 0 0 0 0 0 0 0 0 0 0 0 0
N.T.S.
83
APPROACH TABLE
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
SHEETS
of
PROJECT
BRIDGE FILESCALE
L:\Clarksville\18701-02\Draw\Sheets\RD_Design Tables.dgn
DESIGNED:
04/01/2020
R-40289
1700725
N/A
N/A
1700725
83NDH NDH
LNBLNB
04/01/2020
04/01/2020 04/01/2020
04/01/2020
DESIGNATION
CONST
RUCTIO
N
NOT F
OR TOWN OF CLARKSVILLE
PAVEMENT QUANTITIES AND APPROACH TABLE
LOCATION
OR CLASS)
(APPROACH TYPE
DESCRIPTION
WID
TH
LE
NG
TH
RA
DII
DIS
TA
NC
E B
EY
ON
D R/W LIN
E LINE
SURFACE BEYOND R/W
GRADE EXCAVATION TYPE B
APPROACHES,
HMA FOR
HM
A F
OR SID
EW
ALK
HMA MATERIALS HMA MATERIALS
SU
BG
RA
DE T
RE
AT
ME
NT T
YPE I
B
JOIN
T A
DH
ESIV
E, S
URF
AC
E
LIQ
UID A
SP
HA
LT S
EA
LA
NT
BASE
COMPACTED AGGREGATE NO. 53
APPROACHES
PCCP FOR
SU
BG
RA
DE T
RE
AT
ME
NT T
YPE II
PCCP
PA
VE
RS
SID
EW
ALK,
CO
NC
RETE
CU
RB R
AM
P,
CO
NC
RETE
CU
RB,
CO
NC
RETE
REMARKS
HMA PATCHING
SU
RF
AC
E, 9.5
mm
QC/Q
A-H
MA, 3, 70,
INTE
RM
EDIA
TE, 19.0
mm
QC/Q
A-H
MA, 3, 70,
BASE, 19.0
mm
QC/Q
A-H
MA, 3, 64,
19.0
mm
INTE
RM
EDIA
TE,
OG
QC/Q
A-H
MA, 3, 76,
BASE
CO
MP
AC
TE
D A
GG
RE
GA
TE
HM
A
CO
NC
RETE B
HM
A S
URF
AC
E,
TYPE
TYPE B
HM
A I
NTE
RM
EDIA
TE,
LBS. PER SYD. LBS. PER SYD. LBS. PER SYD. LBS. PER SYD. DEPTH TYPE DEPTH
1 2 CUT FILL 165 275 165 275 165 880 165 275 220 250 6 IN. 9 IN. 6 IN. 8 IN. 12 IN.
FT FT FT FT SYS SYS SYS % % CYS CYS TON TON TON TON TON TON SYS SYS SYS SYS SYS SYS LFT CYS CYS CYS CYS SYS SYS SYS SYS SYS SYS SYS SYS SYS LFT
Riverside Drive
Sta. 107+00 to Sta. 111+00 Mainline 89 147 234 133 1400 447 447 57 27 723 Asphalt
Sta. 108+95.91 Class III Drive Rt. 29.6 18.6 25/5.25 6 11 103 Concrete
Sta. 110+11.58 Class I Drive Lt. 20 20.4 10/20 61 73 Concrete
Sta. 111+00 to Sta. 120+00 Mainline 69 114 265 440 702 399 4,374 2,724 2,724 59 110 24 173 2027 189 1941 Asphalt
Sta. 111+01.61 Class III Drive Lt. 40 20.9 10/35 109 133 Asphalt
Sta. 111+38.53 Class III Drive Rt. 37.9 19.1 2.5/20 8 13 130 Asphalt
Sta. 113+94.22 Class I Drive Lt. 10 18.1 10/10 26 35 Concrete
Sta. 114+69.03 Class I Drive Lt. 14 21.5 10/20 43 55 Concrete
Sta. 115+91.44 Public Road Approach 22 80.8 20/35 16 27 278 Asphalt
Woerner Ave.
Sta. 116+85.68 Class III Drive Lt. 40 13.0 10/35 63 79 Concrete
Sta. 119+16.75 Public Road Approach 22 110.0 20/20 24 40 360 Asphalt
W. Market St.
Sta. 120+00 to Sta. 124+25 Mainline 22 36 126 210 334 190 1,705 913 913 30 30 713 43 795 Asphalt
Sta. 121+11.43 Class III Drive Lt. 40 13.1 10/10 Concrete
Sta. 124+25 to Sta. 125+05 Mainline 26.0 138.0 159 159
