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PROJECT LOCATION SHOWN BY
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W:\
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2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
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Title.d
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LAFAYETTE - NEW ALBANY - MUNCIE
INDIANAPOLIS - TERRE HAUTE
PHONE NUMBER
812-913-6420
DATE
PREPARED BY:
PLANS
HWC ENGINEERING
CERTIFIED BY:SHEETS
of
BRIDGE FILE
DESIGNATION
CONTRACT
1
PROJECT
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
INDEX
SHEET NO.
1
DESCRIPTION
2
TITLE SHEET & INDEX SHEET
UTILITIES
(TOLLFREE)
FROM OUTSIDE INDIANA 1-800-428-5200
INDIANA 1-800-382-5544 (TOLLFREE)
FOR UNDERGROUND UTILITIES, CALL: WITHIN
BROOKSBURG
TOWN OF
PROJECT AREA
812-701-2147
Madison, IN 47250
PO Box 35
Clerk Treas
Pam Foster
Town of Brooksburg
812-801-1389
WWTP operator
Scott Williams
Town of Brooksburg
812-839-4000
Madison, IN 47250
8990 N Canaan Main St
Kim Partin
Canaan Utilities Corp
(For Initial Notices Only)
Utility Requests
Frontier Communications
812-689-4111
Osgood, IN 47037
PO Box 196/ 712 S Buckeye St
Supt of Staking
Perry Hardy
SE Indiana REMC
502-817-5055
Louisville, KY 40223
10168 Linn Station Rd, Ste 120
Construction Coordinator
Kevin Mercer
Spectrum - Louisville
PROJECT LOCATION LATITUDE/LONGITUDE:
15
ENG2002871394
NATURAL RESOURCES
INDIANA DEPARTMENT OF
TOWN OF BROOKSBURG
BOAT RAMP
PROJECT NO. ENG2002871394
IN BROOKSBURG, INDIANA.
CONSTRUCTION OF A BOAT RAMP, & PARKING LOT ON THE OHIO RIVER
PROJECT DESCRIPTION
5
10
TO BE USED WITH THESE PLANS
STANDARD SPECIFICATIONS DATED 2020
INDIANA DEPARTMENT OF TRANSPORTATION
BOAT RAMP DETAILS
TYPICAL SECTIONS
MAINTENANCE OF TRAFFIC
PLAN AND PROFILE SHEETS
GRADING PLAN
ALTERNATE BID LIMITS
EROSION CONTROL
CROSS SECTIONS
DRIVE SECTIONS
6-9
11
12
13
14
15
LAYOUT PLAN
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD
3-4
SHALL BE BID AS LUMP SUM.
QUANTITIES REQUIRED TO COMPLETE THE JOB. THE CONTRACT
THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE
INFORMATIONAL PURPOSES ONLY.
NOTE: ANY QUANTITIES INCLUDED IN THIS PLAN SET ARE FOR
2-24-20
0 100 200 400
12' 4'12'4' 12' 4'12'4'
℄ LIN
J2
2.0%2.0%
PROFILE GRADE
EXISTING GROUNDEXISTING GROUND
4:1 4:14:14:1
STA. 100+31.42 TO STA. 101+55.18
TYPICAL SECTION LINE "A"
2
TYPICAL SECTIONS
OUTSIDE OF PAVEMENT LIMITSSEE CROSS SECTIONS FOR SLOPES1
1' 1'
SHOULDER6" COMPACTED AGG SHOULDER
6" COMPACTED AGG
26
26
2PLANVIEW FOR PAVEMENT WIDTHS
SEE CROSS SECTIONS +
2222
1111
N/A
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:5
4:5
1:1
2
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Typic
al
Sectio
ns.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
℄ LIN
J2
2.0%2.0%
PROFILE GRADE
EXISTING GROUNDEXISTING GROUND
4:1 4:14:14:1
STA. 100+31.42 TO STA. 101+55.18
TYPICAL SECTION LINE "A"
2
TYPICAL SECTIONS
OUTSIDE OF PAVEMENT LIMITSSEE CROSS SECTIONS FOR SLOPES1
1' 1'
SHOULDER6" COMPACTED AGG SHOULDER
6" COMPACTED AGG
26
26
2PLANVIEW FOR PAVEMENT WIDTHS
SEE CROSS SECTIONS +
2222
1111
N/A
15'-0"
15'-0"
30'-0"
15'-0"
15'-0"
30'-0"
PCC Staging Area
Cast-in-Place
Precast Conc
rete Ramp @ 1
6.00% Grade
Min.
3'-0"
Min.
2'-0"
4" Cl.
Berm
4'-0"
4" Cl.
8"
8"
1'-0"
8"
Min.
2'-0"
Min.
3'-0"
Min.
3'-0"
Min.
2'-0"
1'-0"
Sla
b
8" P
CCP
Sla
b
8" P
CPP
Sla
b
8" P
CPP
Class II Riprap
4'-0" Min. TrenchClass II Riprap
4'-0" Min. Trench
Class II Riprap
4'-0" Min. Trench
Class II Riprap
4'-0" Min. Trench
4'-0"
4'-0"
1'-0"
8"
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:0.0
833333
4:5
1:1
7
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Boat
Ra
mp.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
2-24-20
at existing grade
30" Class II Riprap
Existing Grade
Geotextile
Not to Scale
Spa. @ 18"
#6 Bars
#6 Bar (Typ.)
Concrete Cast-in-
Place Ramp @ 16.
00% Max. Grade
Subbase
Aggregate No. 2
12" Compacted
Constr. Joint
Subbase
Aggregate No. 53
12" Compacted
" Preformed Joint Material21
Constr. JointSpa. @ 12"
#5 Bars
(see detail)
Ramp Surface
Spa. @ 12"
#5 Bars
El. 4
14.7
0Sta. 0
+12.3
2, Line "R
"
El. 4
45.8
4
Sta. 2
+16.0
1, Line "R
"
Sta. 0
+52.0
4, Line "R
"
12" Subbase
C L Ramp, Line "R"
1.0% Slope
Not to Scale
DETAIL "B"
(see Grading Plan)
Proposed Grade
Subbase
Aggregate No. 53
12" Compacted
N/A
AS NOTED
N/A 3
BOAT RAMP DETAILS
(see note 6)
Ramp Surface
#4 Bar
#4 Bars Spa. @ 18"
#5 Bars Spa. @ 12"
Constr. Joint
12" HP Beam for Slab Skid
Not to Scale
RAMP PROFILE DETAIL
NOTES
(see note 2)
Slab Reinforcement
(see note 2)
Reinforcing
Spa. @ 18"
#6 Bars
#6 Bar (Typ.)
Dowel Bar Transition (see detail)
#6 Bar (Typ.)
Spa. @ 30'-0" Max.
Concrete Lugs (Typ.)
CONCRETE CAST-IN-PLACE RAMP SECTIONS
C L Ramp, Line "R"
1.0% Slope
12" Subbase
Not to Scale
PRECAST CONCRETE RAMP SECTIONS
(see Grading Plan)
Proposed Grade
See Detail "B"
(see Grading Plan)
Proposed Grade
Geotextile
2'-6" Riprap on
For Additional Details, see sheet 4.6.
area, and install the lower portion with cast-in-place methods. Both methods are acceptable.
As an alternative to a precast push slab, the Contractor may elect to install a cofferdam, dewater the 5.
Skid and skid connection designs and details shall be submitted by Contractor for approval.4.
For underwater placement, place B-borrow to bottom of Subgrade.3.
Minimum reinforcement shall be #5 bars spaced at 12".
Reinforcement in precast section to be designed by the Contractor and submitted for approval. 2.
concrete if river elevation allows.
Contractor may decrease the length of precast concrete section and increase length of cast-in-place 1.
Geotextile
2'-6" Riprap on
Geotextile
2'-6" Riprap on
(see Grading Plan)
Proposed Grade
Geotextile
2'-6" Riprap on
(see Grading Plan)
Proposed Grade
See Detail "A"
(see note 6)
Ramp Surface
(see notes 4 & 6)
Longitudinal Constr. Joint
(see note 6)
Ramp Surface
(see notes 4 & 6)
Longitudinal Constr. Joint
Geotextile
Riprap on
(see Grading Plan)
Proposed Grade
Geotextile
Riprap on
Not to Scale
DETAIL "A"
(see note 6)
Ramp Surface
Subbase
Aggregate No. 53
12" Compacted
Geotextile
Geotextile
(cast with ramp)
2" x 6" Domed Curb
(cast with ramp)
2" x 6" Domed Curb
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
11300295No.
STATE OF
GR
UBNESI .L BOCAJ
45°
10'-0"
10'-0"
10'-0"
30'-0" (see note 4)
32'-0" (s
ee n
ote 4)
Curb
6"1"
4"
Sla
b
8"
1'-0"1'-0"
"2
11
"41
"41
R
"43
1"
3"
1'-0"
3"
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:0.0
833333
4:5
1:1
9
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Boat
Ra
mp.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
2-24-20
MOORING EYE
N/A
AS NOTED
N/A 4
BOAT RAMP DETAILS
Not to Scale
NOTES
Not to Scale
Not to Scale
LONGITUDINAL CONSTRUCTION JOINT
Spa. @ 12"
#5 Bars
Spa. @ 12"
#5 Bars
Bituminous Seal (see detail)
BITUMINOUS SEAL CONTRACTION JOINT
Bituminous Seal
Not to Scale
RAMP GROOVE DETAILS
Not to Scale
PLAN OF RAMP GROOVES
of
Ra
mp
To T
op
of
Ra
mp
To B
otto
m
Edge of Slab
surface of concrete slab (Typ.)
Taper Grooves for final 12" to
Not to Scale
DOWEL BAR TRANSITION
Spa. @ 12"
#5 Bars
Bar Spa. @ 12"
24" long #6 Dowel
Threaded Insert
methods are acceptable.
Alternative method is to push the eye in position in the wet concrete. Both
to bring eye to grade. Sand is washed out of eye when paving is complete.
finishing operation. Opening at bottom of eye is socket for wood or metal stake
subgrade and filled with sand to exclude concrete during the pouring and
" mooring eye or equivalent. Mooring eye is placed on 21Neenah R-3490 3
24" long #6 Bar
CONCRETE SKID RAMP PLAN
member (Typ.)
Steel skid
area, and install the lower portion with cast-in-place methods. Both methods are acceptable.
As an alternative to a precast push slab, the Contractor may elect to install a cofferdam, dewater the 5.
Skid and skid connection designs and details shall be submitted by Contractor for approval.4.
For underwater placement, place B-borrow to bottom of Subgrade.3.
Minimum reinforcement shall be #5 bars spaced at 12".
Reinforcement in precast section to be designed by the Contractor and submitted for approval. 2.
concrete if river elevation allows.
Contractor may decrease the length of precast concrete section and increase length of cast-in-place 1.
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
11300295No.
STATE OF
GR
UBNESI .L BOCAJ
+42.7
9,
327.0
5'
TR
EE
+55.7
5,
307.8
9'
TR
EE
R/W
30"
24"
18"
24"
E
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(gra
vel)
(gra
vel)
(gra
vel)
(gra
vel)
(grass)
(conc)
(conc ruble)
(grass)
TREE DEBRIS
APP
AR
EN
T C
ON
NEC
TIO
N
(NO
T
VERIFIE
D/
ME
AS
UR
ED
SIN
CE
OU
TSID
E
OF
PR
OJEC
T
AR
EA)
18"
24"
24" ST
UM
P
WVW
(gra
vel)
4"
WO
OD P
OST
T-
POST
T-
POST
T-
POST
T-
POST
ELE
CTRIC
HA
ND
HO
LE
N/A
MAINTENANCE OF TRAFFIC
LEFT UNATTENDED.
THE CONTRACTOR SHALL COVER OR FILL ALL OPEN EXCAVATION AREAS WHEN SITE IS
MODIFY ACCORDINGLY TO NOT DISRUPT THE UTILITY SERVICE.
UTILITIES IN THE VICINITY THAT MAY INTERFERE WITH THE CONSTRUCTION PHASING AND
THE CONTRACTOR IS TO BE AWARE OF THE AERIAL CROSSINGS OR UNDERGROUND
DEPARTMENT OF 2 WEEKS PRIOR TO ANY WORK ACTIVITY.
SCHOOLS/FIRE DEPARTMENT/ POLICE DEPARTMENT/ POST OFFICE/ SANITATION
THE CONTRACTOR SHALL NOTIFY LOCAL AUTHORITIES/ RESIDENTS/ BUSINESSES/
DEVICES FOR THE DURATION OF THE PROJECT.
THE CONTRACTOR IS RESPONSIBLE FOR RESETTING AND MAINTAINING TRAFFIC CONTROL
WITH THE MUTCD AND INDOT STANDARD SPECIFICATIONS.
THE CONTRACTOR WILL PLACE ADEQUATE WARNING SIGNS AND DRUMS IN ACCORDANCE
CONTRACTOR SHALL COORDINATE MAINTENANCE OF TRAFFIC WITH ENGINEER.
GENERAL NOTES:
ACCESS TO ANY RESIDENTS OR BUSINESSES ALONG THE ROUTE.
THRU TRAFFIC. DURING THE ROAD CLOSURE, THE CONTRACTOR WILL PROVIDE LOCAL
THROUGH THE ENTIRE DURATION OF THIS PROJECT, THE ROAD SHALL BE CLOSED TO
PHASING NOTES:
ROAD CLOSED AT SR56
TYPE III-B BARRICADES - 16 LF REQUIRED
ROAD CLOSURE SIGN ASSEMBLY - 1 REQUIRED
1" = 40'
5
SCALE: 1"=40'
0 20 40 80
BR
OO
KB
UR
G
MAIN ST
INST. #201603054
DATED JULY 1, 2016
WARRANTY DEED
DEPARTMENT OF NATURAL RESOUCES
STATE OF INDIANA,
PARCEL #39-12-01-100-015.000-008
INS
T.
#201603054
DATE
D JU
LY 1,
2016
WAR
RA
NTY
DEE
D
DEP
AR
TM
EN
T
OF
NATU
RAL
RES
OU
CES
STATE
OF IN
DIA
NA,
PAR
CEL #39-
12-
01-
100-
014.0
00-
008
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 6,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 7,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 5,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 4,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 3,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 2,
BLO
CK 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 1,
BLO
CK 2
PL
AT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 14,
BL
OC
K 2
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 1,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 2,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 3,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 4,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 5,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 6,
BLO
CK 3
PLAT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 7,
BLO
CK 3
TR
AN
SFE
R P
AR
CEL
TRANSFER PARCEL
STA
TE LIN
E
BROOKBURG RIVERSIDE DR
BROOKBURG WATER ST
BROOKBURG WATER ST
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:4
0
4:5
1:2
5
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Maintenance
of
Traffic.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
+37.7
9,
153.1
2'
MA
NH
OLE
+61.8
0,
155.6
7'
MA
NH
OLE
+28.6
3,
162.7
5'
MA
NH
OLE
+70.3
9,
11.4
9'
MA
NH
OLE
+77.4
4,
4.5
2'
MA
NH
OLE
+15.5
0,
37.9
4'
TR
EE
+41.4
1,
34.8
6'
TR
EE
+91.1
6,
34.5
8'
BU
SH
+32.3
1,
43.0
1'
PO
ST
+98.4
4,
41.2
2'
PO
ST
+65.6
9,
39.6
9'
PO
ST
+31.2
4,
37.5
1'
PO
ST
+79.1
4,
40.5
5'
PO
ST
+27.8
8,
41.4
0'
PW
P
+22.0
2,
45.4
2'
GU
Y
WIR
E
+45.3
7,
100.7
4'
RW
MA
RK
ER
+93.7
3,
37.8
7'
PW
P
+94.8
3,
26.2
5'
GU
Y
WIR
E
+21.1
0,
25.2
2'
GU
Y
WIR
E
+19.9
8,
19.1
7'
PW
P
+21.0
9,
21.3
1'
PW
P
+22.5
9,
30.1
3'
GU
Y
WIR
E
+77.1
3,
41.6
6'
WA
TE
R
ME
TE
R
+77.1
2,
42.4
1'
WA
TE
R
VA
LV
E
+60.4
1,
19.4
5'
PW
P
+89.4
9,
19.7
9'
SIG
N
+65.9
8,
147.1
8'
SIG
N
+02.8
5,
157.3
8'
SIG
N
+54.9
0,
27.4
8'
HA
ND
HO
LE
+15.4
9,
14.8
4'
PW
P
+13.8
5,
34.5
9' IR
ON
PIN
+20.4
5,
166.3
2' IR
ON
PIN
+21.2
7,
183.0
3' IR
ON
PIN
+29.0
0,
186.7
0' IR
ON
PIN
+47.8
7,
37.7
2' IR
ON
PIN
+47.6
9,
35.4
1' IR
ON
PIN
+82.8
3,
164.3
2' IR
ON
PIN
+11.9
1,
161.7
6' IR
ON
PIN
+27.0
7,
29.6
2' IR
ON
PIN
+28.7
1,
161.6
6' IR
ON
PIN
+92.9
5,
28.9
1' IR
ON
PIN
+94.7
2,
177.3
6' IR
ON
PIN
+59.1
0,
28.0
0' IR
ON
PIN
+60.7
7,
160.1
8' IR
ON
PIN
+60.8
0,
176.6
3' IR
ON
PIN
+27.1
6,
176.2
2' IR
ON
PIN
R/
W
E
(grass)
(grass)
(grass)
(grass)
(grass)(grass)
(gravel)(gravel)
(gravel)(gravel)
(grass)
(conc)
(grass)
SIG
N-
BRID
GE
SIG
N-
BRID
GE
APPARENT CONNECTION
(NOT VERIFIED/MEASURED
SINCE OUTSIDE OF
PROJECT AREA)
18"24"
24" STUMP
WV
W
(gravel)
4" WOOD POST
T-POST
T-POST
T-POSTT-POST
ELECTRIC HANDHOLE
30'
R
24'
62'
24'
10'
15'
R10'
R
110'
15'
R
15'
R
9'
STA. 100+00.00 TO STA. 106+25.00 "A"
PLAN SHEET
SE
E
SH
EE
T 7
MA
TC
HLIN
E -
ST
A.
100
+00.0
0 "A"
STA. 101+55.18 LINE "A"
END CONSTRUCTION
STA. 100+31.42 LINE "A"
BEGIN CONSTRUCTION
N/A
1" = 20'
6
J
JJ
J2
J2
US SURVEY FEET.
COORDINATE SYSTEM, INDIANA EAST AND ARE IN
COORDINATES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM:
ADJUSTED TO THE NAVD88 VERTICAL DATUM
ELEVATIONS WERE DERIVED FROM OPUS METHODS AND
BASIS OF ELEVATIONS:
26
26
0 10 20 40
SCALE: 1"=20'
BROOKBURG MAIN ST
INST. #201603054
DATED JULY 1, 2016WARRANTY DEED
DEPARTMENT OF NATURAL RESOUCESSTATE OF INDIANA,PARCEL #39-12-01-100-014.000-008
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 6, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 7, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 5, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 4, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 3, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 2, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 1, BLOCK 2
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 1, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 2, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 3, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 4, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 5, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 6, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
LOT 7, BLOCK 3
PLAT BOOK 1-B, PAGE 68
TOWN OF BROOKSBURG
PART LOT 8, BLOCK 3
BR
OO
KB
UR
G
RIV
ER
SID
E
DR
BR
OO
KB
UR
G
WA
TE
R
ST
BR
OO
KB
UR
G
WA
TE
R
ST
J2
J2
J2
+51
J2
J2
J2
13'
100
+00
105
+00
P.I.
101
+28.1
4
P.I.
102
+27.5
1
P.I.
105
+06.4
7
E = 448139.05
N = 1269482.16
P.I. = 101+28.14 E = 448191.88
N = 1269566.32
P.I. = 102+27.51
E = 448336.05
N = 1269805.14
P.I. = 105+06.47
LINE "A"
LINE "A"
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:2
8
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Pla
n10000-
10625.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
CONST LIMITS
CO
NS
T
LIM
ITS
CONST LIMITS
CONST LIMITS
1" = 20'
1" = 2'
450
460
470
450
460
470
ELEV. 451.82
STA. 100+31.42 LINE "A"
BEGIN CONSTRUCTION
STA. 100+00.00 TO STA. 106+25.00 LINE "A"
PROFILE SHEET
100+00
7
ELEV. = 455.43
STA. 101+55.18 LINE "A"
END CONSTRUCTION
100' V.C.
ELEV. 456.64
P.V.I. 101+05.09
NOTE: SEE GRADING SHEET FOR AREA PRIOR TO 100+31.42
100+00 101+00 102+00 103+00 104+00 105+00 106+00
455.2
456.5
456.3
455.6
455.2
455.0
454.7
454.3
454.3
453.8
454.0
455.2
457.2
452.5
3
454.2
2
455.3
4
EXISTING GROUND
PROPOSED GRADE LINE "A"
3.832
%
1.569%
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:3
0
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Pro10000-
10625.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
+40.5
0,
74.1
9'
CO
NT
RO
L
POIN
T
+23.5
3,
118.0
1'
MA
NH
OLE
+05.1
9,
136.7
8'
TR
EE
+22.0
0,
130.9
3'
TR
EE
+24.3
2,
144.0
3'
CO
NT
RO
L
POIN
T
+67.5
0,
153.9
1'
PO
ST
+63.3
0,
173.1
8'
PO
ST
+71.2
6,
113.8
2'
GU
Y
WIR
E
+55.4
1,
177.9
4'
GU
Y
WIR
E
+76.9
0,
136.0
3'
SIG
N
+73.8
6,
140.8
5'
SIG
N
+71.0
3,
144.9
6'
SIG
N
+79.4
6,
186.4
5'
PW
P
+73.0
3,
125.6
4'
PW
P
+44.5
5,
4.7
8'
CO
NT
RO
L
POIN
T
+42.7
9,
327.0
5'
TR
EE
+55.7
5,
307.8
9'
TR
EE
+21.0
6,
136.2
8'
CO
NT
RO
L
POIN
T
SLA
B
PRE-
CAST
+13.71, 13
5.40' C
ON
TR
OL P
OIN
T
8'
TYP
10'
30"
24"
18"
24"
(grass)
(grass)
(gra
vel)
(conc ruble)
62'
30'
R
25'
R
30'
16'
24'
24'
10'
R
110'
20'
5'
R
15'
R
15'
R
STA. 3+06.01 LINE "R"
END CONSTRUCTION
MATCH
LINE -
STA. 100+50.00 "A"
1" = 20'
N/A
STA. 0+00.00 TO STA. 4+00.00 "R"
PLAN SHEET 8
J
J
J
STA. 0+12.32 LINE "R"
BEGIN CONSTRUCTION
J2
2'-6" CLASS II RIP RAP
2'-6" CLASS II RIP RAP
+52
US SURVEY FEET.
COORDINATE SYSTEM, INDIANA EAST AND ARE IN
COORDINATES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM:
ADJUSTED TO THE NAVD88 VERTICAL DATUM
ELEVATIONS WERE DERIVED FROM OPUS METHODS AND
BASIS OF ELEVATIONS:
1
ELEVATION - 454.79
EASTING - 448077.39
NORTHING - 1269363.98
CONTROL POINT 1:
BOULDER LOCATIONS
BOULDER LOCATIONS
26
26
EROSION CONTROL BLANKET
SHELTER HOUSE
16' x 24'
SCALE: 1"=20'
0 10 20 40
INST. #201603054
DATED JULY 1, 2016
WARRANTY DEED
DEPARTMENT OF NATURAL RESOUCES
STATE OF INDIANA,
PARCEL #39-12-01-100-015.000-008
INS
T.
#201603054
DATE
D JU
LY 1,
2016
WAR
RA
NTY
DEE
D
DEP
AR
TM
EN
T
OF
NATU
RAL
RES
OU
CES
STATE
OF IN
DIA
NA,
PAR
CEL #39-
12-
01-
100-
014.0
00-
008
PL
AT
BO
OK 1-
B,
PA
GE 68
TO
WN
OF
BR
OO
KS
BU
RG
LO
T 14,
BL
OC
K 2
TR
AN
SFE
R P
AR
CEL
TRANSFER PARCEL
STA
TE LIN
E
C
F
J2
J2
C
+51
37 LF 12" PIPE
+30 "A"
C1
C1C1
48'
CO
NST
LIMITS
CONST LIM
ITS
CO
NST
LIMIT
S
CO
NST LIMITS0
+00
4+00
LINE "R"
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:3
4
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Pla
n000-
400.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
PARKING BARRIER
(R7-8)
PARKING SIGN
420
430
440
420
430
440
1" = 20'
1" = 2'
ELEV. 445.84
STA. 2+16.01 LINE "R"
END CONSTRUCTION
STA. 0+00.00 TO STA. 4+00.00 "R"
PROFILE SHEET 9
ELEV. = 414.70
STA. 0+12.32 LINE "R"
BEGIN CONSTRUCTION
20' V.C.
ELEV. 445.69
P.V.I. 2+06.01
414.70' (NAVD88)
MINIMUM POOL ELEVATION
EXISTING GROUND
PROPOSED GRADE BOAT RAMP
16.0
00
%
0+00 1+00 2+00 3+00 4+00
407.7
420.9
430.8
440.1
445.5
447.3
448.5
448.3
412.7
3
420.7
3
428.7
3
436.7
3
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:3
7
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Pro000-
400.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
E
1" = 20'
N/A
BOAT RAMP & PARKING LOT
LAYOUT PLAN 10
E 448218.45
N 1269263.41
E 448151.22
N 1269203.57
E 448143.75
N 1269196.93
R = 30'
E 448068.97
N 1269170.53
E 448046.56
N 1269150.59
E 448079.87
N 1269198.49
R = 25'
E 448088.95
N 1269221.78
E 448105.57
N 1269203.10
E 447985.18
N 1269095.96
E 448005.12
N 1269073.55
A
BC
D
E
E 448067.56
N 1269395.43 E
E 448064.05
N 1269409.68 D
E 448070.46
N 1269416.62 C
E 448083.65
N 1269419.87 B
R = 10'
E 448075.30
N 1269425.37 A
E 448256.14
N 1269392.46
R=30'
E 448235.23
N 1269338.58
R = 10'
E 448059.21
N 1269400.93
E 448208.48
N 1269274.61
E 448255.17
N 1269316.17
E 448264.77
N 1269343.82
E 448182.11
N 1269329.32
E 448197.06
N 1269354.61
R=29.4'
E 448189.80
N 1269341.84
E 448011.35
N 1269310.08
E 448000.24
N 1269293.44
E 447997.49
N 1269289.27
E 448055.61
N 1269280.93
E 448040.43
N 1269266.97
E 448069.11
N 1269242.10
E 448071.86
N 1269246.27
E 448080.67
N 1269259.63
E 448051.82
N 1269259.47
E 448060.62
N 1269272.83
E 448048.68
N 1269279.50
R=5'
E 448052.86
N 1269276.75
E 448104.42
N 1269380.49
E 448100.14
N 1269401.27
R=30'
E 448112.67
N 1269393.02
E 448129.25
N 1269394.69
F
G
F
G
US SURVEY FEET.
COORDINATE SYSTEM, INDIANA EAST AND ARE IN
COORDINATES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM:
ADJUSTED TO THE NAVD88 VERTICAL DATUM
ELEVATIONS WERE DERIVED FROM OPUS METHODS AND
BASIS OF ELEVATIONS:
CONTROL POINT
ELEVATION - 454.79
EASTING - 448077.39
NORTHING - 1269363.98
CONTROL POINT 1:
R=15'
E 448110.01
N 1269227.14
E 448118.26
N 1269239.66
E 448118.26
N 1269215.93
SCALE: 1"=20'
0 10 20 40
BROOKBURG RIVERSIDE DR
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:3
9
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
ConstDetail000-
400.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
18"
24"
E
(grass)
(grass)
(grass)
(grass)
(gravel)
(gravel)
(gravel)
(grass)
(conc)
(conc ruble)
18"
24"
24" STUMP
ELECTRIC HANDHOLE
380
385
385
390
390
395
395
395
395
400
400
400
400
400
405
405
405
405
405
410
410
410
410
410
410
410
410
410
415
415
415
415
415
420
420
420
420
420
425
425
425
425
425
430
430
430
430
435
435
435
435
440
440
440
445
445
450
450
455
455
455
455
392
393
457
381
382
383
384
386
387
387
388
388
389
389
391
391
392
392
393
393
393
394
394
394
396
396
396
396
397
397
397
397
398
398
398
398
399
399
399
399
401
401
401
401
401
402
402
402
402
403
403
403
403
403
404
404
404
404
404
406
406
406
406
406
406
407
407
407
407
407
407
408
408
408
408
408
408
409
409
409
409
409
409
409
409
409
411
411
411
411
411
411
411
411
412
412
412
412
412
412
412
412
413
413
413
413
413
413
413
413
414
414
414
414
414
414
416
416
416
416
416
416
416
417
417
417
417
417
417
418
418
418
418
418
419
419
419
419
419
419
421
421
421
421
421
422
422
422
422
422
423
423
423
423
424
424
424
424
424
426
426
426
426
427
427
427
427
428
428
428
428
429
429
429
429
431
431
431
431
432
432
432
432
433
433
433
433
434
434
434
434 436
436
436
436 437
437
437
437
438
438
438
438
439
439
439
439
441
441
441
441
442
442
442
442
443
443
443
444
444
444
444
446
446
447
447
447
448
448
449
449
451
451
452
453
453
454
454
456
456
456
456
1" = 20'
N/A
BOAT RAMP & PARKING LOT
GRADING PLAN 11
PROPERTY LINE
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
PROPERTY LINE
BROOKBURG MAIN ST
FLOO
DW
AY LIM
ITS
INDIAN
KEN
TUC
K
FLOODWAY LIMITS
INDIAN KENTUCK
FLOODWAY LIMITSOHIO RIVER
FLOODWAY LIMITSOHIO RIVER
US SURVEY FEET.
COORDINATE SYSTEM, INDIANA EAST AND ARE IN
COORDINATES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM:
ADJUSTED TO THE NAVD88 VERTICAL DATUM
ELEVATIONS WERE DERIVED FROM OPUS METHODS AND
BASIS OF ELEVATIONS:
SCALE: 1"=20'
0 10 20 40
6,842 CUYDS
APPROXIMATE EARTHWORK:
CONTRACT SHALL BE BID AS LUMP SUM.
QUANTITIES REQUIRED TO COMPLETE THE JOB. THE
CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE
ESTIMATED QUANTITY IS FOR INFORMATION ONLY. THE
BROOKBURG MAIN STB
RO
OK
BU
RG
RIV
ER
SID
E
DR
BR
OO
KB
UR
G
WA
TE
R
ST
CONST LIMITS
CO
NST
LIMITS
CONST LIMITS
CO
NS
T
LIM
ITS
CONST LIMITS
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:4
4
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Prop
Contours000-
400.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
447
448
449
450
450
451
446
446
446
444
444
443
443
443
442
442
442
441
441
441
439
439
439
438
438
438
437
437
436
436434
434
433
433
432
432
431
431
429
429
428
428
427
427
426
426
424
424
423
423
422
422
421
419
419
418
418
417
417
416
416
414
414
415
415
420
420
425
425
430
430
435
435
440
440
440
445
445
445
445
452 453
454
453
454
454
455
413
412
412
411
409
408
407
406
404
403
410
405
18"
24"
E
(grass)
(grass)
(grass)
(grass)
(gravel)
(gravel)
(gravel)
(grass)
(conc)
(conc ruble)
18"
24"
24" STUMP
ELECTRIC HANDHOLE
1" = 20'
N/A
12
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
BROOKBURG MAIN ST
ALTERNATE BID LIMITS
E 448255.17
N 1269316.17
E 448198.70
N 1269353.52
E 448151.22
N 1269203.57
E 448131.28
N 1269225.98
E 448103.70
N 1269406.67
E 448083.65
N 1269419.87
E 448011.35
N 1269310.08
SUBGRADE TREATMENT TYP 1B
10" COMPACTED AGGREGATE NO. 53, ON
275#/SY HMA INTERMEDIATE TYPE 'B', ON
165#/SY HMA SURFACE TYPE 'B', ON
6" COMPACTED AGGREGATE
AREA TO REMAIN
6" COMPACTED AGGREGATE
AREA TO REMAIN
ASPHALT PARKING
ALTERNATE BID LIMITS FOR
ASPHALT SECTION
US SURVEY FEET.
COORDINATE SYSTEM, INDIANA EAST AND ARE IN
COORDINATES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM:
ADJUSTED TO THE NAVD88 VERTICAL DATUM
ELEVATIONS WERE DERIVED FROM OPUS METHODS AND
BASIS OF ELEVATIONS:
SCALE: 1"=20'
0 10 20 40
BROOKBURG MAIN STB
RO
OK
BU
RG
RIV
ER
SID
E
DR
BR
OO
KB
UR
G
WA
TE
R
ST
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:2
0
4:5
1:4
7
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Alternate
Bid
Lim
its.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
+42.7
9,
327.0
5'
TR
EE
+55.7
5,
307.8
9'
TR
EE
30"
24"
18"
24"
E
(grass)
(grass)
(grass)
(grass)
(gra
vel)
(gra
vel)
(grass)
(conc)
(conc ruble)
TREE DEBRIS
18"
24"
ELE
CTRIC
HA
ND
HO
LE
J
N/A
EROSION CONTROL
UPSTREAM OF THE MEASURE.
AFTER FINAL GRADING IS COMPLETED AND VEGETATION HAS BEEN ESTABLISHED
TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES SHOULD BE REMOVED 5.
EROSION CONTROL BLANKETS.
BE SEEDED IS AT A SLOPE OF 3:1 OR STEEPER, SEEDING SHALL BE PLACED WITH
PERMANENT SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS. IF AN AREA TO
IN INDOT STANDARD SPECIFICATIONS SECTION 205. AFTER CONSTRUCTION
THAT ARE EXPECTED TO BE INACTIVE FOR MORE THAN SEVEN DAYS AS DESCRIBED
TEMPORARY SEEDING SHOULD TAKE PLACE AT THIS TIME ON DISTURBED AREAS 4.
IMPROVEMENTS CAN BE CONSTRUCTED.
TUBE/SOCK AND SILT FENCE PERIMETER PROTECTION SHALL BE ESTABLISHED. THE
CONSTRUCTION ENTRANCE/ACCESS SHALL BE CONSTRUCTED. THE FILTER
PRIOR TO THE START OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS, A 3.
AND NOT BE IN A CONCENTRATED FLOW PATH.
APPROPRIATE AREA. THE SPOILS AREA SHOULD BE SURROUNDED BY SILT FENCE
NEEDED, A SPOILS AREA SHALL BE ESTABLISHED BY THE CONTRACTOR IN AN
APPROVED PLANS AND RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTATION. IF
ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF 2.
TAKES PLACE.
UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION
MOLEY") AT 1-800-382-5544 TO CHECK THE LOCATION OF ANY EXISTING
CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. ("HOLEY 1.
CONSTRUCTION ACTIVITIES:
MORE STRINGENT SHALL APPLY.
INDOT STANDARDS WHEN PERFORMING EROSION CONTROL. IN CASE OF CONFLICT, THE
CONTRACTOR SHALL REFER TO THE INDANA STORM WATER QUALITY MANUAL AND THE
PROPERTIES.
THE PROJECT WORK AREAS DURING CONSTRUCTION PROTECTING THE ADJOINING
THIS PLAN HAS BEEN CREATED IN AN EFFORT TO ELIMINATE SEDIMENT FROM LEAVING
EROSION CONTORL NOTES:
SILT FENCE
SILT FENCE
BEGIN SILT FENCE
END FILTER TUBE/SOCK
FILTER TUBE/SOCK
1" = 30'
13
0 15 30 60
SCALE: 1"=30'
BROOKBURG RIVERSIDE DR
BROOKBURG WATER ST
37 LF 12" PIPE
+30 "A"
CO
NST
LIMITS
CONST LIM
ITS
CO
NST
LIMIT
S
CONST LIMITS
CO
NST LIMITS
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:3
0
4:5
1:5
1
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
Erosio
n
Control
Pla
n.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
SIDEWALK, CONCRETE, 4 IN.F
J
R CURB RAMP, CONCRETE
C PCCP 4"
C1 PCCP 8"
J2
ENG2002871394
AGGREGATE 6"
26 SEEDING
6" AGGREGATE SHOULDER
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
12' 12'
10' 8'
7' 3'
CROSS SECTIONS
1" = 5'
1" = 5'
14
STA. 100+31.42 "A"
BEGIN CONSTRUCTION
STA. 101+55.18 "A"
END CONSTRUCTION
450
455
460
100+00
450
455
460
450
455
460
100+50
450
455
460
450
455
460
101+00
450
455
460
450
455
460
101+50
450
455
460
450
455
460
102+00
450
455
460
STA. 100+00 TO STA. 102+00 "A"
455.2
456.5
456.3
455.6
452.5
33:1
4:10.4% 2.0%
3:1
454.2
2
3:1
4:12.0% 2.0%
3:1
455.3
4
3:14:1
2.0% 2.0%
05 5 10 151015202530 20 25 30354045 35 40 4550556065707580 50 55 60 65 70 75 80
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:5
4:5
1:5
4
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
XS-
AP
PR
OA
CH
RO
AD.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
15
1" = 5'
1" = 5'
445
450
455
460
100+30
445
450
455
460
456.4
451.8
0
1.5%
450
455
460
101+29
450
455
460
456.0
454.9
4
2.1%
6.9%
10%
12" PIPE
DRIVE SECTIONS
05 5 10 151015202530 20 25 30354045 35 40 4550556065707580 50 55 60 65 70 75 80
15
?
DW
PL
KM
DW
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
BRIDGE FILE
FOR APPROVAL
RECOMMENDED
1:5
4:5
1:5
5
PM
2/
24/
2020
W:\
IDN
R\
2018-
042 ID
NR-
Brooksburg
Boat
Ra
mp\
Desig
n\
CA
D\
XS-
AP
PR
OA
CH
RO
AD.d
gn
IND
OT.t
bl
PD
F.pltcfg
RE
VISIO
N
3.0
OF NATURAL RESOURCES
INDIANA DEPARTMENT
ENG2002871394
S
RE
OF
P
NESI LO AN
REE
ANI DIAN
N
G
I
EG
RE
TSI R
D
E
No.
STATE OF
11800364
NER
RAW .T LEIN
AD 2-24-20
