RAB Plan SheetsCONSTRUCTION DETAILS
6
0
6
5
111th Street
111th Street
I l l i n o i s S t r e e
t
I l l i n o i s S t r e e t
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
an Indiana limited partnership
JEC Partnership, L.P.,
Valley Development Co., Inc., An Indiana Corporation
& Jeanine Decaudin
Jean Pierre Pascal
Deborah Lynne Cox
Eric Stephen &
Valley Development Co Inc
Spring Mill Place
P.T. 34+92.68 "PR-A"
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
S p r i n g M i l l L a n e
L i v
e
r p
o
o
l
D
r
i v e
Roslyn L Noble
Vance A &
Valley Development Co Inc
58+25.00 "D"
BEGIN CONSTRUCTION
N 88 57’ 32" E
35+00
Str. No. 300
Str. No. 301
Str. No. 226
Str. No. 229 Str. No. 230
Str. No. 231
Str. No. 227
Str. No. 228
Str. No. 302
Str. No. 132
Str. No. 131
63+75.00 "D"
END CONSTRUCTION
Str. No. 129
Str. No. 130
Str. No. 315
Str. No. 316
Str. No. 310
DRM Properties, LLC
1.5 story brick building
brick building
1 storystone building
with basement
1 story frame
(24" conc curb)
3 6 " r o l l
finished floor = 843.92
tbm 37 (split rail)
(split rail)
(s p l i t r a i l )
(split rail)
(planter)
wall
wall
(asphalt)
(brick)
(conc)
(grass)(grass)
(grass)
(grass)
(planter)(planter)
(stone)
(weeds)
(field)
(grass)
(grass)
(conc)
(weeds)(weeds)(weeds)(weeds)
(grass)
(grass)
(woods)
(grass)
3
6 " r o l l
4’ electric fence
10"
12"6"
27"
8"
15"
8"
42"
4"
12"
6"
27"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"15"
20"
20"
12"
36"
10"
24"
24"
30"
12"
(w o o d s )
(w e e d s )
(g r a s s )
(g r a s s )
(w o o d s )
(gat
e)
(6’ wood f
enc
e)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
2 1 "
15"
15"
2
4" roll 2 4 " r o l l
(w e e d s )
S S S
WV
W
G
W
W
W
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
W
VT
W
AC
T
G
G AC
W
18" PVC 18" PVC 18" PVC
36" stone post
36" stone post
36" stump
(planter)basketball goal
(asphalt)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
30
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P R -A "
L i n e "P R -A "
Section Line41 41App.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Lot 57
Lot 28 Lot 29
Lot 1
R/W
Lot 27
Lot 27
App. App.
App.
App.
App. App.
App.
App.
App.
App.
App.
App.
App.
Section Line41App. Line "D"
2
0 ’ S e w e
r E a
s e m
e n t
16
16
16
16
16
16
16
16
16
16
15
15
15
15
O
17
17
18
18
F2
F2
K R
K
K
K
K
15
15
16
16
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
R/W
107’ of 36" Pipe Req’d.
Manhole, Type "J-10" &
R/W
Dedicated R/W
Dedicated R/W
R
Do Not Disturb Exist. Landscaping
D
W = 17’, L = 15’
Drive Req’d.
O
31’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
10’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
End Section Req’d.
73’ of 12" Pipe w/ 1 Pipe
Manhole, Type "C-4" &
K
K
+50.0, 35.0’ RT.
+44.5, 49.7’ LT. "D"
Constr. Limits Constr. LimitsConstr. Limits
C o n s t r . L i m i t s
+50.0 RT.
+
5
0.
0
L
T.
+
5
0
.
0
L
T
.
"
D
"
21.00’ RT.
+15.00
16.00’ RT.
+65.0517.04’ RT.
+60.00
24.25’ RT.
+25.00
9.50’ LT.
+25.00 9.50’ LT.
+15.32
2626
26
2
’-
0
"
2 ’-0 "
9.50’ LT.
+75.00
16.00’ LT.
+25.00
11.00’ RT.
+75.00
12.65’ RT.
+25.00
Stub Req’d.
9’ of 36" Pipe
K2
K2
E
E
1
5
"
C
M
P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
3
2
5
P
.O .T . 3
2
1 +
0
0 .0
0
"E "
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
100+90.00 "C"
BEGIN CONSTRUCTION
116th Street 116th Street
S p r i n g M i l l R o a d
S
p r i n
g
M i l l R o a
d
321+90.00 "E"
BEGIN CONSTRUCTION 327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Line "E"
L i n e "S -1 -B "
N 0
0
0 0 ’ 1 6 " E
o f H a m i l t o n C o u n t y
B o a r d o f C o m m i s s i o n e r s
Billy Creek Associates Billy Creek Associates
Line "C"
Str. No. 400
Str. No. 500
Str. No. 404
Str. No. 402
Str. No. 403
Str. No. 401
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 600
Str. No. 601
Str. No. 602
Str. No. 700
Str. No. 701 Str. No. 702
Str. No. 703
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(asphalt)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(planter)
(woods)
(field)
(asphalt)
(grass)(grass)
(woods)
(conc)
(w i n t e r w h e a t )
(asphalt)
2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"
15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(g r a s s )
(a s p h a l t )
2
"2 "
2 "
(conc)
(f i e l d )
VCSVCS
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
T
1 8 " P V C
1 8 " P V C
1 8 " P V C
8" PVC
12" PVC
S
S
(c o n c )
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
31
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
App. Section Line
L i n e
"S -
1 -
B "
App. Section Line
App.
App.
App. Section Line
20
’ Sewe
r Easemen
t
Easemen
t
15’ Wa
te
r Ma
in
16
16
16
16
16
16
16
16
16
16
16
16
15
15
15
1515
15
15
15
17
17
18
18
F2
F2
K
K
K1
O
O
K1
F1
F1
F1
F1
C
C
C
C
C C
C
L
L
L
L
C
R/W
R/W
R/W
R/W
R/W
R/W
App. Exist. R/W
A p p . E x i s t . R /W
App. Exist. R/W
App. Exist. R/W
A p p . E x i s t .
& R /W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
2 End Sections Req’d.
81’ of 12" Pipe w/
97’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
4’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
2’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
27’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
R/W
Dedicated R/W
Dedicated R/W
Easement
15’ Underground
Easement
15’ Electric
Easement
30’ Sewer
K1
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
R
K
K1
K1
K1
D
W = 20’, L = 16’
Private Drive
K1
Adjust Casting to Grade
Adjust Casting to Grade
Adjust Casting to Grade
Remove
Remove
Remove
with Property Owner
Outside of R/W & Shall Coordinate Location
Contractor to Relocate Landscape Boulders
Note:
+50.0 "S-1-
B"
+
8
0.
0 "
E
"
+68.3 RT. "E"+
4 2 .4 R T . "C "
+38.0 LT. "C"
Constr. Limits
Constr. Limits
Constr. Limits
+
0
0.0
R
T. "
C"
+05.0 RT. "C"
+9 9 .0 L T . "C "
+
0 5 .0 L T . "C "
22.19’ LT.
+00.00
24.00’ LT.
+50.0013.00’ LT.
+90.00
O
13.00’ LT.
+45.38
2 ’-
0 "
+
7
0.
5
5
+
7
9 .7
4
+7 0 .4 3
6’-
0
"
1
0’-
0
"
+
2
8.
5
5
+2
0 .0 0
+3 0 .2 1
"
C
"
"C "
"C "
26
26
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+8 2 .0 R T . "E "
+9 8 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+0 0 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
+
0 5 .0 R T . "E "
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
36.00’ RT.
+20.27
36.00’ RT.
+90.00
R
K
Constr. Limits
15
Dedicated R/W
1
0
"
P
V
C
12" RCP
1
2
"
R
C
P
1 2
" R C P
1 2 " R C P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
1
1
0
1
0
5
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 EAn Indiana Limited Partnership
JEC Partnership, L.P.
116th Street
I l l i n o
i s
s
t r e
e
t
City Of Carmel
An Indiana Limited Partnership
Fidelity Office Building II, L.P.,
City Of Carmel
Line "C"
L i n e
"A "
Line "C"
210+00
P.O.T. 106+24.31 "C"
P.O.T. 210+01.07 "A" =
P.O.T. 210+01.07 "PR-A" =
104+01.54 "C"
END CONSTRUCTION
Str. No. 406
Str. No. 405
Clarion Health Partners, Inc.Clarian Health Partners, Inc.
P.I. 210+00.00 "A"
P.I. 210+00.00 "PR-A" =
(24" conc curb)
(24" conc curb)(2 4 " c o n c c u r b )
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(wall)
(a s p h a l t )
(a s p h a l t )(asphalt)
(asphalt)
(asphalt)
(conc)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(planter)
(field)
(field)
(grass)(grass)
(grass)
(grass)
(grass)
(asphalt)(24" conc curb)
(grass)
(grass)
(grass)(grass)
(24" conc curb)
(grass)(grass)
(asphalt)
(
a
s
p
h
a
lt
)
(grass)
(planter)
(wall)
(24" conc curb)
(g r a s s )
(2
4 " c o n c c u r b )
(conc)
(conc)
edge of field
(c o n c )
(asphalt)
2"2"2"2"2"2"2"2"
2"
2"
2"
2"
2"
2"
2"
2"2"
4"
4"
4"
4"
4"
(grass)
(grass)
VCS
VCS
W
THH
THH
THH
EH
GV
THH
T
D
EH
THH
T
THH
12" PVC
12" PVC
1 2 " P V C
D
S
S
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
32
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P
R -
A "
App. Section Line
U t i l i t y E a s e m
e n t
5
0 ’ D r a i n a
g e
&
E a s e m
e n
t
1 5 ’ W a t e r M a i n
70’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
16
16
15
15
1515
F1
R
R
F1
L
G
G
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. & R/W
App. Exist. R/W
App. Exist. R/W
25’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
Easement
15’ Electric
11 SYS Geotextiles Req’d.
4 Tons Revetment Riprap on
K
K
D
K
W = 24’, L = 69’
Road Approach
+
0 0 .0 L T . "C "
+
0
0.0
R
T. "
C"
Constr. Limits
Constr. Limits
L i n e "A "
3.5’
R 1.5’R
3 .5 ’R14’-0"1
4’-0"
4.25’ RT.
+15.14
40.92’ RT.
+15.14
29.72’ LT.
+15.14
33.75’ LT.
+00.00
9.75’ LT.
+00.00
5.60’ LT.
+15.14
2
4 ’-
0 "
+
8 2 .9 1
+
2 0 .6 2
+
6
8
.3
7
48.5’R
40.25’ RT.
+44.03
97.26’ RT.
+93.87 97.87’ RT.
+17.86
35.19’ RT.
+01.54
4.25’ RT.
+01.54
28.25’ RT.
+01.54
48.25’ RT.
+50.00
26
26
26
26
26
K
K
1 2 " R C P
1 2 " R C P
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
12" RCP
12" RCP
12" RCP
1 2 " R C P
12" RCP
12" RCP 12" RCP 12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
4
4
5
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Spring Mill Road
An Indiana Limited Partnership
JEC Partnership, L.P.
Line "S-1-B"
T = 62.04’
E = 3.44’
CURVE DATA
L = 123.57’
R = 557.74’
P.I. Sta. 444+21.31 "S-1-B"
S.E. = N.C.
P.T. 444+82.84 "S-1-B"
P.I. 444+21.31 "S-1-B"
P.C. 443+59.27 "S-1-B"
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
Suburban Land Reserve, Inc.
Str. No. 603
Line "S-1-B"
327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
L i
n
e
"
E "
1
1
6
t
h
S
t
r
e
e
t
Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 405
1
1
6
t
h
S
t
r
e
e
t
100+90.00 "C"
BEGIN CONSTRUCTION
Str. No. 401
Str. No. 403
Str. No. 500
Str. No. 406
of Hamilton County
Board of Commissioners
L i
n
e
"
C
"
Str. No. 501
Str. No. 502
(
2
4
"
c
o
n
c
c
u
r
b
)
(24" conc curb)
(
2
4
"
c
o
n
c c
u
r
b
)
(24" conc curb)
(24" conc curb)
(24" conc curb)
(asphalt)
(
a
s
p
h
alt
)
(grass)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)(
g
r
a
s
s
)
(grass)
(
g
r
a
s
s
)
(grass)
(
p
l
a
n
t
e
r)
(
w
o
o
d
s
)
(field)
(field)
(
fi
el
d
)
(
a
s
p
h
a
l
t
)
(
g
r
a
s
s
)
(
2
4
"
c
o
n
c
c
u
r
b
)
(
g
r
a
s
s
)
(
w
o
o
d
s
)
(
2
4
"
c
o
n
c
c
u
r
b
)
(
c
o
n
c
)
4’ wooden fenceedge of field
(winter wheat)
(
a
s
p
h
a
lt
)
(asphalt)
(PUBLIC ROAD)(asphalt)
2
"2
"
2
"2
"
2
"
2
"
2
"
18"
10"
10"
10"10"
1
0
"
1
5
"
El.
8
5
3
.
2
0
T
B
M
#
1
0
0
2
(
g
r
a
s
s
)
(
a
s
p
h
a
lt)
(
g
r
a
s
s
)
(
w
o
o
d
s
)
(
w
o
o
d
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
c
o
n
c
)
V
CS
V
C
S
V
T
V
C
S
S
T
R
T
W
V
W
V
T
H
H
W
T
H
H
G
V
T
H
H
T
S
S
T
18" PVC
18" PVC 18" PVC
18" PVC
8
"
P
V
C
1
2
"
P
V
C
S
S
(conc)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
33
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
2 0 ’ S e w e
r E a
s e m
e n t
E a s
e m e n t
1 5 ’ W a t e r M a i n
15
15
K1
O
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/W
Dedicated R/W Dedicated R/W
Dedicated R/W
R
K1
K1
K1
Adjust Casting to Grade
A
p
p
.
E
x
i
s
t
.
R /
W
2 End Sections Req’d.
149’ of 12" Pipe w/
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16
16
16
15
F1
L
C
C
R/W
App. Exist. R/W
A
p
p
.
S
e
c
t
i
o
n
L i
n
e
16
16
16
17
18
K1K1
15 15
F1
F1
L
C
C
App. Exist. R/W
App. Exist. R/W
16
16
16
16
17
18
F2
K1
15
15 F1
L
C
C R/W
R/W
A
p
p
.
E
x
i
s
t
.
R /
W
App. Exist. R/W
App. & Exist. R/W
K1
App. Section Line
16
16
K115
15
L
C
C
App. Exist. R/W
Dedicated R/W
F2
App. Exist. R/W
1 End Section Req’d.
102’ of 15" Pipe w/
Manhole, Type C-4 &
DO NOT DISTURB WETLAND
+
8
4.7
R
T.
+5 0 .0
+
5 0 .0 , 5 7 .0 ’ L T .
3 4 .0 ’ L T .
+2 0 .0 ,
Constr. Limits
Constr. Limits Constr. Limits
Constr. Li
mits
O
12.00’ LT.
+70.00
13.00’ RT.
+70.00 13.00’ RT.
+98.29
18.99’ RT.
+82.84
14.10’ LT.
+82.84
32.59’ RT.
+75.00
33.00’ RT.
+80.74
22.00’ LT.
+00.00
21.09’ LT.
+75.00
26
26
+
2
5.
0
2
+
3 4 .2 4
+2 4 .4 4
+8 4 .1 5
+
7
4.
1
8
+
83.32
63.72’ RT.
+43.66
6’-0"
10’-0"
10’-0"
1 0 ’-0 "
6 ’-0 "
26
26
Turnout Req’d.
Concrete Curb
0 .0 2 +
Turnout Req’d.
Concrete Curb
+
2
0.0
70’ of 12" Pipe Req’d.
Manhole, Type C-2 &
Dedicated R/W
1
0
"
P
V
C
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP
12" RCP
12" RCP
12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"