HomeMy WebLinkAbout2009.01768.RD.Plans_REV1T 18 N
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T 18 N
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R 3 E R 4 E
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Duke Energy
Vectren
ELECTRIC:
GAS:
WATER & SEWER:
Bright House
CABLE TELEVISION:
AT&T Indiana
TELEPHONE:
City of Carmel Water Utilities
UTILITIES
PROJECT LOCATION
W 116th St
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Carmel Dr
P
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W Carmel Dr
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A
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D
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c
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R
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a
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W 106th St
W 111th St
M
e
r
i
d
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a
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S
t
E 106th St
E 111th St
Will Creek A m e s R u n
Elliot
Creek
W i l l i a m s C r e e k
Center Creek
Clay Creek
Spring
Mill
Run
Well Run
Carmel Creek
PROJECT LOCATION
E 116th St
M o n o n T r a i l
FIBER OPTIC:
Clay Twp. Regional Waste District
Indiana Fiber Network
Comcast IPL
INDIANAPOLIS, IN 46256-3957
www.structurepoint.com
TEL 317.547.5580 FAX 317.543.0270
7260 SHADELAND STATION
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04/02/2012 Revised Sheets 19-20, 40-45
sbalog 9:48:28 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TS.01.dgn
LOCATION MAP
CITY OF CARMEL
PROJECT NO. 11-09
PLANS PREPARED BY:
1-800-382-5544
"IT’S THE LAW"
HOLEY MOLEY SAYS
"DON’T DIG BLIND"
LORI WATSON - MEMBER
BOARD OF PUBLIC WORKS AND SAFETY
MARY ANNE BURKE - MEMBER
JAMES BRAINARD, MAYOR - CHAIRMAN
APPROVED BY:
ILLINOIS STREET EXTENSION
PROJECT LETTING DATE: 04-18-2012
P
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1
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9
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sbalog 9:48:28 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TS.01.dgn
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2012, INDOT
SUPPLEMENTAL SPECIFICATIONS.
SHEET NO.
TYPICAL CROSS SECTIONS
INDEX OF DRAWINGS
TITLE SHEET & INDEX 1
NOT TO SCALE
3
2
1
CONSTRUCTION DETAILS
PAVEMENT MARKING & SIGNING DETAILS
CERTIFIED BY:DATE
OWNER
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571-2400
PER INDIANA STATE LAW IS-69-1991.
DAYS BEFORE COMMENCING WORK.
LOCATION SERVICE TWO (2) WORKING
WITHOUT NOTIFYING THE UNDERGROUND
IT IS AGAINST THE LAW TO EXCAVATE
CALL TOLL FREE
CALL 2 WORKING DAYS BEFORE YOU DIG
DESIGNED:CHECKED:
DRAWN:CHECKED:
TOPOGRAPHIC SURVEY BY:
FIRM NAME:
ADDRESS:
CITY/STATE:
PHONE:
CONTACT:
NO.DATE REVISIONS APPR.BY
PLAT N0. 1
JSB
AJE
KGJ
JSB
AMERICAN STRUCTUREPOINT
7260 SHADELAND STATION
INDIANAPOLIS, IN
317-547-5580
JOHN HOOD
03/28/2012
8MISCELLANEOUS DETAILS
GEOMETRIC TIE UP SHEETS
24SUPERELEVATION TRANSITION DIAGRAM
2-7
9-10
11-13
25-34
46-54
CROSS SECTIONS
MISCELLANEOUS TABLES
64-124
35-36
14-23ROAD PLAN & PROFILES
DETOUR PLANS
40-45
37-39SPOT ELEVATION DETAILS
EROSION CONTROL DETAILS
60-63STRUCTURE DATA TABLE
55
APPROACH TABLE 56
UNDERDRAIN TABLES 57-59
FINAL
CONSTRUCTION
DOCUMENTS
CLAY
Attn: John Duffy
317.571.2443
Carmel In 46032
760 Third Ave Sw
Attn: Ryan Hartman
317.844.9200
Indianapolis In 46280
10701 N College Ave
Attn: Greg Cammack
317.252.51341
Indianapolis In 46220
5858 N College Ave
Attn: Bill Moore
317.774.3384
Noblesville, In 46060
Suite 1600
9750 East 150Th Street
Attn: Joe Evans
317.339.9075
Indianapolis In 46218
3030 Roosevelt Ave
Attn: Cindy Rowland
317.776.5341
Noblesville, In 46062
100 S. Mill Creek Rd..
Attn: Don Perdue
317.776.5544
Noblesville, In 46061
P.O. Box 1700
16000 Allisonville Road
Attn: Shawn Wright
317.777.7119
Indianapolis In 46268
5520 W 76Th Street
ATTN: RHONDA WILLIAMS
317.261.5203
INDIANAPOLIS IN 46221
1230 W. MORRIS ST.
31
INTERSTATE
465
No.
STATE OF
ANAIDNI
DERETSIGER
R E ENIGNE LANOI
S
S
EFO
R
P
10505104
GOLAB LEUMAS .J
LINE "D"
an Indiana limited partnership
JEC Partnership, L.P.,
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
Deborah Lynne Cox
Eric Stephen &
& Jeanine Decaudin
Jean Pierre Pascal
111th Street
S p r i n g M i l l L a n e
Spring Mill Place
Roslyn L Noble
Vance A &
111th Street
L i v e
r
p
o
o
l
D r i v e
820
810
830
840
850
860
820
810
830
840
850
860
6
0
Str. No. 300
Str. No. 301
Str. No. 302
Str. No. 132
Str. No. 131
Str. No. 226
Str. No. 228
Str. No. 227
Inc., An Indiana Corporation
Valley Development Co.,
5
5
63+75.00 "D"
END CONSTRUCTION
58+25.00 "D"
BEGIN CONSTRUCTION
Str. No. 310
Str. No. 315
Str. No. 316
19
1.5 story
brick building
stone 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)
(grass)
(grass)
(conc)
(weeds)(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"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"
15"
8"20"15"
15"15"
20"
20"
36"27"
15"
15"15"
15"
15"
15"
10"
10"
10"
18"
15"
18"
12"
36"
10"
24"
24"
30"
12"
(g r a s s )
(
g
ate)
(6’ wood fence)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
15"
15"
24" roll 2 4 " r o l l
S S S
WV
W
G
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
TH#
ELEV
POINT#
W
VT
W
AC
T
G
G AC
18" PVC 18" PVC 18" PVC
15" stump 36" stone post
36" stone post
36" stump
(planter)basketball goal
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 9:48:31 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
PLAN AND PROFILE
CITY OF CARMEL
sbalog 9:48:31 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
965
964
8 4 1 .1
8 4 1 .0
8 4 1 .4
8 4 1 .7
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 1 .2
8 4 1 .1
8 4 1 .4
8 4 1 .8
8 4 2
.0
8 4 2
.0
8 4 2
.1
8 4 1 .8
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 0
.9
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
150.00’ V.C.
P.V.I. EL. 840.89
P.V.I. 59+40.00
50.00’ V.C.
P.V.I. EL. 841.34
P.V.I. 63+40.00
-0.70%-0.27%
P.G. EL. 841.20
58+25.00 "D"
BEGIN CONSTRUCTION P.G. EL. 843.13
62+02.06 "D"
BEGIN PROFILE
+2.00%
P.G. EL. 841.09
63+75.00 "D"
END CONSTRUCTION
P.G. EL. 843.13
60+52.06 "D"
END PROFILE
-1.30%
L i n e "P R -A "
R/W
Lot 28 Lot 29
R/W
App.
Lot 1
R/W
App. Lot 27
App.
R/W
Section Line41App. Line "D"
N 88 57’ 32" E
2 0
’ S
e
w e r E a s e
m
e
n
t
Elev. 855.26
On East Side of Spring Mill Lane.
Flange, 60– South of 11th Street,
TBM #37 - A Chisled "X" on W. Hex Nut F.H.
From Line "D", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "D" to be Constructed.
Except as Shown.
All R/W Described from Line "D"
NOTES:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
60’
+00 "PR-A"
50’
+00 "PR-A"
RW(71.17’)
RW (25’)
50’ R/W
50’ R/W
35’ R/W
R/W
85’
+10
50’
+25
10’
+25
50’ Dedicated R/W
10’
+50
50’
+50
R/W
50’ Dedicated
Section Line & 41 41App.
35’
+00
35’
50’
RW(50’)
Exist. R/W (10.00)
Exist. R/W(10’)
+00
Constr. Limits Constr. LimitsConstr. Limits
1
1 Revised 04/02/2012
E
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
8
4 1 .1 3
8
4 1 .0 9
8
4 1 .4 1
8
4 2 .1 1
8
4 3 .0 9
8
4 1 .8 6
8
4 2 .5 1
8
4 1 .2 8
Profile Grade Profile GradeExisting Ground
See Roundabout Spot Elevations For Details
Str. No. 301
M.H. 60+50
Str. No. 302
M.H. 37+36 "PR-A"
158’ of 36" Pipe at +0.30 %
835.00
36" Pipe
837.37 837.85 839.05
36" Pipe
100+90.00 "C"
BEGIN CONSTRUCTION
116th Street
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
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
116th Street
3
2
5
321+90.00 "E"
BEGIN CONSTRUCTION
450+00
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" =
Billy Creek Associates
Billy Creek Associates
830
840
850
860
870
820
830
840
850
860
870
820
LINE "E"
Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 403
Str. No. 401
Str. No. 500
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
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 700 Str. No. 701 Str. No. 702 Str. No. 703
20
(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)
(asphalt)
2"2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(grass)
(conc)
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
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 9:48:32 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
PLAN AND PROFILE
CITY OF CARMEL
sbalog 9:48:32 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
100.00’ V.C.
P.V.I. EL. 852.40
P.V.I. 325+00.00
50.00’ V.C.
P.V.I. EL. 853.30
P.V.I. 326+80.00
-0.48%+0.50%+1.50%
P.G. EL. 853.75
327+09.67 "E"
END CONSTRUCTION
P.G. EL. 853.89
321+90.00 "E"
BEGIN CONSTRUCTION
8 5 3
.3
8 5 3
.9
8 5 3
.7
8 5 3
.4
8 5 3
.2
8 5 2
.9
8 5 2
.5
8 5 2
.5
8 5 2
.3
8 5 2
.3
8 5 2
.7
8 5 3
.5
8 5 3
.9
8 5 6
.9
322+00 323+00 324+00 325+00 326+00 327+00 328+00
P
.O
.T . 3
2
1 +
0
0
.0
0
"E
"
App. Section Line
App. Section Line
Line "C"
L i n e "S -1 -B "
L i n e "S -
1 -B "
App. Section Line
App.
App.
Line "E"
Elev. 834.67
20– S. of 116th Street.
Williams Creek, Approx.
Wingwall of Bridge Over
BM HAM64 1989 - Bronze Disk Set in SW
From Line "E", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "E" to be Constructed.
Except as Shown.
All R/W Described from Line "E"
NOTES:
E a
s e m
e n t
1 5 ’ W a
t e r M a
i n
Easement
15’ Wa
ter Ma
in
20’ Sewer Easemen
t
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
R/W
R/W
70’ Dedicated R/W
Dedicated R/W
Dedicated R/W
60’
+50
45’
+50
0’
25’
R/W (80.00’)
+90 "C"
R/W
55’
+90 "S-1-B"
R/W(35.06’)
1 Revised 04/02/2012
1
1
0
"
P
V
C
12" RCP
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
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Elevations For Details
See Roundabout Spot
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
-0.64%+0.32%
+0.30%
852.03
+90
849.53
+80 849.96
+15
849.75
+00
Str. No. 400
Str. No. 400
Grade of Special 4’ Bottom Ditch Req’d. LT
852.33
+90
851.13
+30
+0.30%
849.40
+80
8
5 3 .8 4
8
5 3 .6 0
8
5 3 .3 6
8
5 3 .1 2
8
5 2 .8 8
8
5 2 .6 4
8
5 2 .5 3
8
5 2 .6 5
8
5 2 .9 0
8
5 3 .1 5
8
5 3 .6 1
1
5
2
0
2
5
3
0
Illinois Street
Illinois Street
LINE "PR-A"
EROSION CONTROL DETAILS
17+36.11 "PR-A"
BEGIN PROJECT
40
8
2
5
8
2
5
8
2
5
8
2
5
8
3
0
8
3
0
8
3
0
8
3
5
8
3
5
8
3
5
840
840 840
8
4
0
840
840
8
4
0
8
4
0
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 9:48:34 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.01.dgn
CITY OF CARMEL
sbalog 9:48:34 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.01.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
83
5
8
4
0 840
8
4
0
8
4
0
SD
SP
DIP
CDRR
ST
RRSP
T
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
(woods)(woods)
(woods)
(woods)
(woods)(woods)
(woods)
(field)(field)
(field)
(field)
(field)
(woods)
(gate)
(pool heater)
(4
" steel)
18"
(woods)
(woods)
(woods)
T
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(field)
(field)
(field)
(field)
(field)
(field)
(conc)
(6’ clf)
T
TT
T
Line "PR-A"
Line "PR-A"
Connect to Pipe by Others
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
1
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
3
5
4
0
4
5
5
0
Illinois Street
Illinois Street
111th Street
Illinois Street
LINE "PR-A"
EROSION CONTROL DETAILS 41
840
8
4
0
8
40
840
8
4
0
8 4 0
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 9:48:36 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.02.dgn
CITY OF CARMEL
sbalog 9:48:36 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.02.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
845
845
8
4
5
8
4
5
845
SD
SP
DIP
CDRR
ST
RRSP
T
b
ri
c
k
b
u
il
d
i
n
g
w
it
h
b
a
s
e
m
e
n
t
1
s
t
o
r
y
f
r
a
m
e
(
2
4
"
c
o
n
c
c
u
r
b
)
fi
n
is
h
e
d
fl
o
o
r
=
8
4
3
.
9
2
(
s
p
lit
r
ail)
(split rail)(planter)
(brick)
(
g
r
a
s
s
)
(
s
t
o
n
e
)
(field)
(
w
e
e
d
s
)
(
g
r
a
s
s
)
(woods)
(
g
r
a
s
s
)
4’ electric fence
4
’
e
l
e
ct
ric f
e
n
c
e
1
0
"
1
2
"
6
"
2
7
"
8
"
1
5
"
8
"
2
4
"
2
4
"
3
0
"
1
2
"
(field)
(woods)(weeds)
(grass)
(woods)
(woods)
(field)
(6’ clf)
(
g
a
t
e
)
(
6
’
w
o
o
d
f
e
n
c
e
)
(
a
s
p
h
a
lt
)
1
8
"
1
8
"
1
2
"
1
5
"
1
5
"
12"
15"
18"
18"
18"
18"
18"
18"
21"
1
5
"
2
4
"
r
o
l
l
24" roll
(weeds)
T
H
#
E
L
E
V
P
O
I
N
T
#
T
H
#
E
L
E
V
P
O
I
N
T
#
A
C
T
T
G
G
1
8
"
P
V
C
3
6
" s
t
u
m
p
(
p
la
n
t
e
r
)
(field)
(field)
Line "PR-A"
Line "PR-A"
L
i
n
e
"
D
"
Line "PR-A"
with Adjacent Development
Coordinate Location of Erosion Control Measures
Note:
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1 Revised 04/02/2012
1
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
5
0
2
0
0
6
0
6
5
Illinois Street
111th Street 111th Street
I l l i n o i s S t .
I l l i n o
i s S t .
58+25.00 "D"
BEGIN CONSTRUCTION
201+20.14 "PR-A"
END PROJECT
LINES "PR-A" & "D"
EROSION CONTROL DETAILS
63+75.00 "D"
END CONSTRUCTION
42
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 9:48:37 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.03.dgn
CITY OF CARMEL
sbalog 9:48:37 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.03.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
SD
SP
DIP
CDRR
ST
RRSP
T
8
5
0
850
8
5
0
8
5
0
850
8
5
0
8
5
0
8 5
5
8
5
5
8
5
5
8
5
5
8
5
5
8
5
5
8 5 5
855
8558
5
5
840
8
4
0
840
840840840
8
4
0
840
8
4
0
840
8
4 0
840
840
840
840
8
4
0
8
4
0
8 4 0
840
8 4 0
8
4
0
840
840
840
840
8
4
0
840
(
2
4
"
c
o
n
c
c
u
r
b
)
6’ wooden fence
6’ wooden fence
fiber optic
block wall
(conc)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
(grass)
(tree nursery)
(tree nursery)
(field)
(grass)
(24" conc curb)
sign
propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
12"
12"
6"
6"
4"6"6"
6"6"
4"
4"4"
4"4"
4"
4"
4"
4"
28"15"
(tree nursery)
(field)
(field)
wooden
shed
(24" conc curb)
(24" conc curb)
(asphalt)
D
D
E
H
D
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"
(6’ wood fe
n
ce)
(shed)
(asphalt)
(asphalt)
21"
24" roll 2 4 " r o l l
S S S
WV
W
G
W
W
W
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
W
W
AC
T
G
G AC
18" PVC 18" PVC 18" PVC
36" stone post
36" stone post
36" stump
(planter)basketball goal
(asphalt)
Line "PR-A"
Line "A"
Line "D"
L i n e "P R -A "
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
E
E
3
2
5
1
0
5
1
1
0
116th Street
116th Street
I l l i n o
i s
S t
r e e
t
210+00
R
o
a
d
S
p
ri
n
g
M
ill
R o
a
d
S
p
r
i
n
g
M i l l
116th Street
327+09.67 "E"
END CONSTRUCTION
321+90.00 "E"
BEGIN CONSTRUCTION
100+90.00 "C"
BEGIN CONSTRUCTION
104+01.54 "C"
END CONSTRUCTION
LINES "E" & "C"
EROSION CONTROL DETAILS 43
TR
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 9:48:39 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.04.dgn
CITY OF CARMEL
sbalog 9:48:39 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.04.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
855
8
5
5
855
8
5
5
8
5
5
8
5
5
8
5
5
8
5
5 855
855
85
5
8
5
5
855
8
5
5
855855
855
8
5
5
8
5
5
855
8 5 5
8
5
5
855
855
855
8
5
5
8
5
5
8
5
5
8 5 5
8
5
5
860
8
5
0
8
5
0
850850
8 5 0
8
5 0 850
850
8
50
8
5
0
850
855
8
5
5
8 5 5
855
SD
SP
DIP
CDRR
ST
RRSP
T
C D R R
C D R R
C D R R
Line "C"
Line "E"
Line "C"
L i n e "S -1 -B "
L i n e
"P R -
A "
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:1
1
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
4
4
5
Spring Mill Road
Spring Mill Road
1 1 6
t
h
S t
r e
e
t
4
5
0
4
5
5
Spring Mill Road
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
455+35.00 "S-1-B"
END CONSTRUCTION
LINE "S-1-B"
EROSION CONTROL DETAILS 44
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 9:48:41 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.05.dgn
CITY OF CARMEL
sbalog 9:48:41 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.05.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
T
R
8 5 0
8
5
5
8
5
5
8
5
5
8
5
5
8 5 5
8
5
5
8
5
5
850
850
SD
SP
DIP
CDRR
ST
RRSP
T
C D R R
C
D
R
R
C
D
R
R
DIP
DIP
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
Line "S-1-B"
L i n e
"E "
L i n
e
"C
"
Line "S-1-B"
Line "S-1-B"
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
1
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
45
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
EROSION CONTROL TABLE
sbalog 9:48:42 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.06.dgn
LOCATION
STATION TO STATION
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
(
N O
T
A
P
A Y I T E M )
I N T E
R
C E P
T O
R
D
I T C
H
(ft)
EROSION CONTROL TABLE
LOCATION
STATION TO STATION
LOCATION
STATION TO STATION
EROSION CONTROL TABLE EROSION CONTROL TABLE
CITY OF CARMEL
sbalog 9:48:42 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.06.dgn
11-09
124
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
(
N O
T
A
P
A Y I T E M )
I N T E
R
C E P
T O
R
D
I T C
H
(ft)
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
B
L A
N K E T
E
R
O S I O N
C O
N T R O
L
(SYS)
Undistributed
"PR-A"Line
15+43.0 17+17.0 403
15+50.0 12
17+27.0 21+00.0 498
23+61.0 35+83.0 2765
24+00.0 12
28+00.0 12
29+00.0 36+12.0 712
32+00.0 12
37+14.0 54+24.0 1710
37+63.0 54+24.0 1661
199+52.8 200+70.0 118
199+52.8 200+70.0 118
"D"Line
58+30.0 59+65.0 135
58+30.0 60+35.0 205
60+46.0 60+82.0 36
62+00.0 62+58.0 58
62+75.0 63+75.0 100
63+00.0 34+00.0 100
"C"Line
100+96.0 103+00.0 204
"E"Line
322+00.0 12
323+31.0 326+48.0 713
325+01.0 "S-1-B"443+70 1569
325+60.0 12
325+79.0 1
325+95.0 12
"S-1-B"Line
443+70.0 448+55.0 1083
445+00.0 12
445+00.0 12
448+00.0 12
448+00.0 12
448+50.0 1
450+27.0 455+35.0 508
451+20.0 1
454+00.0 1
454+01.0 455+36.0 302
454+30.0 12
200 70 673 12
6163 2 144 200 70 673 12 2 6835
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J