HomeMy WebLinkAboutExisting Site Plan LayoutGrass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
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CO
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Gravel
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DET.
Asphalt
As
p
h
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Asphalt
As
p
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Asphalt
Grave
l
4"
C
R
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.
4"
C
R
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B
.
4"
C
R
A
B
.
4"
C
R
A
B
.
4"
C
R
A
B
.
4"
C
R
A
B
.
6"
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A
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8"
C
R
A
B
.
6"
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B
.
10" S
P
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p
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15" P
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8" SA
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S
.
27" S
A
S
S
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24" T
W
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N
P
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12" D
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D
10" P
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15" P
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4" SA
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S
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12" P
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STL.
L
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STL.
L
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STL.
L
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STL.
L
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7' CLF
7' CLF
7' CLF
7'
C
L
F
3.5' CLF
3
.
5
'
C
L
F
3.5'
C
L
F
3.
5
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C
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Dirt
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6" GI
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8"
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8' CLF
8' C
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8'
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1 STORY
STONE
GARAGE
SAFE
T
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Steps
15" RCP
1
2
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STR.
#
1
TC: 7
4
8
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8
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:
7
4
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.
6
3
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M
N
E
:
7
3
9
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3
9
TO N
W
:
7
3
9
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3
8
12
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R
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15" RCP
STOR
M
M
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TC: 7
4
0
.
3
8
TO N
E
:
7
3
5
.
8
2
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M
S
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:
7
3
5
.
9
2
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M
S
W
:
7
3
6
.
1
5
STR.
#
4
TC: 7
4
9
.
6
5
TO S
W
:
7
4
8
.
0
2
12
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C
M
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STR.
#
5
TC: 7
3
9
.
4
0
(NO
P
I
P
E
S
V
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B
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)
4
8
"
R
C
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STR.
#
6
TC: 7
4
5
.
0
5
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M
S
W
:
7
3
1
.
1
5
TO N
O
R
T
H
:
7
3
1
.
0
0
6
"
P
V
C
STR.
#
7
TC: 7
4
4
.
9
2
FRO
M
N
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R
T
H
:
7
4
1
.
0
1
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M
S
W
:
7
3
0
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4
8
48
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48
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8" PV
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#
8
TC: 7
4
4
.
9
2
TO E
A
S
T
:
7
4
0
.
0
2
48
"
R
C
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STR.
#
9
TC: 7
4
5
.
4
5
FRO
M
S
W
:
7
3
1
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0
1
FRO
M
W
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S
T
:
7
3
9
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9
3
TO N
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:
7
2
9
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6
6
54
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R
C
P
36" RCP
36" RCP
STR.
#
1
0
TC: 7
4
3
.
4
2
FRO
M
S
W
:
7
2
9
.
3
2
FRO
M
W
E
S
T
:
7
3
1
.
3
7
TO N
E
:
7
2
9
.
3
0
54" RCP
STR.
#
1
1
TC: 7
4
3
.
3
0
FRO
M
S
W
:
7
2
9
.
0
9
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A
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:
7
2
9
.
0
7
STR.
#
1
2
TC: 7
4
3
.
1
9
TO E
A
S
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:
7
3
2
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0
(NO
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H
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P
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P
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)
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6"
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C
6"
P
V
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TBM
#
1
ELEV
:
7
4
4
.
9
1
CUT
"
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"
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N
T
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F
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4
0
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+
/
-
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#
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8
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3
0
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R
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S
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T
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TRAN
S
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Conc
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L
7
4
4
.
5
0
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P
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22
4
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0
0
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(
D
)
S
3
1
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1
0
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0
0
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W
21
0
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5
0
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(
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)
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l
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S
3
4
°
0
5
'
0
0
"
W
FLO
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E
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S
3
1
°
1
0
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0
0
"
W
21
0
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5
0
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(
D
)
FLO
O
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T
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W
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7
3
6
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7
0
I.E.
7
3
1
.
1
8
3/4" G
A
S
L
I
N
E
WASHWATER
SUPPLY TANK
Flag
P
o
l
e
(
2
)
Storm
I
n
l
e
t
TC: 7
4
4
.
0
0
Inv:
7
4
1
.
0
0
METE
R
VAUL
T
Grass
Grass
Flow
S
p
l
i
t
t
e
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Gate
S
t
r
u
c
t
u
r
e
STOR
M
M
H
TC: 7
3
9
.
3
8
TO N
E
:
7
3
3
.
6
3
CP#9
0
2
CP#1
0
8
CP#1
0
9
CP#1
1
0
CP#1
0
7
CP#1
0
4
CP#1
0
3
CP#1
0
2
CP#1
0
1
CP#1
0
0
CP#1
0
6
CP#1
0
5
TBM#
1
TBM
#
7
TBM
#
2
TBM#
4
TBM
#
5
TBM#
6
Asp
h
a
l
t
BOLT
D
O
W
N
ACCE
S
S
H
A
T
C
H
4' X 4
'
W
E
A
T
H
E
R
T
I
G
H
T
ALUM
I
N
U
M
A
C
C
E
S
S
H
A
T
C
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MID-B
A
S
I
N
H
A
T
C
H
ELEC
H
H
ELEC
H
H
ELEC
H
H
ELEC
H
H
CHEM
T.H.
B
-
1
ELEV
.
7
4
3
.
6
3
T.H.
B
-
2
ELEV
.
7
4
5
.
7
8
T.H.
B
-
3
ELEV
.
7
4
5
.
3
5
T.H.
B
-
4
ELEV
.
7
4
4
.
5
2
1315.28
'
(
D
)
1
3
1
5
.
4
7
'
(
M
)
S 75°34'
4
4
"
E
1
4
8
0
.
0
'
(
D
)
S 76°42'
0
7
"
E
2
7
1
.
2
9
'
(
M
)
S 76°35
'
0
3
"
E
2
7
1
.
4
7
'
(
D
)
S 74°40'0
0
"
E
6
4
5
.
9
2
'
(
D
)
CHEM
CHEM
CH
E
M
CH
E
M
CH
E
M
W
W
OH
U
OHU OHU OHU OHU OHU
OHU
G
G G G G G GP.
L
.
C
O
N
T
.
SETTLING BASIN
AERATION/
DETENTION
STRUCTURE
UV BUILDING
ENGINE-
GENERATOR
WASH WATER
SUPPLY TANK
GROUNDWATER
TREATMENT
PLANT
HIGH
SERVICE
PUMP
STATION
OPERATIONS
BUILDING
CONCRETE
THICKENING
BASIN
RESIDUALS
MANAGEMENT
SEDIMENTATION
LAGOON
NO. 1
NO. 2
CHLORINE
CONTACT
BASIN (CCB)
WASHWATER
RECOVERY
BASIN
FILTER
BUILDING
SE
D
I
M
E
N
T
A
T
I
O
N
B
A
S
I
N
ENGINE-
GENERATOR
SETTLING BASIN
STORAGE BLDG
FINISHED
WATER
STORAGE
RESEVOIR
MATCHLINE CHLORINE CONTACT BASIN FI
L
T
E
R
B
U
I
L
D
I
N
G
FILTER BUILDING
MAINTENANCE BUILDING
FI
L
T
E
R
B
U
I
L
D
I
N
G
SE
D
I
M
E
N
T
A
T
I
O
N
B
A
S
I
N
S
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
RESIDUALS MANAGEMENT
SEDIMENTATION BASINS
MATCHLINE DESIGNED BY:
PROJECT NO.:
DATE:APRIL 2025
CONSULTANTS
SEALS
NO.ISSUED FORDATE BY
DRAWN BY:
CHECKED BY:
COPYRIGHT:
SHEET TITLE
1 2 3 4 5 6
A
B
C
D
E
User:CMILLER Spec:AUS-NCSMOD File:K:\CIVIL PROJECTS\2024\24JPSC56 CEG WRN TREATMENT PLAN\DRAWINGS\C00-01 PROJECT INFORMATION PLAN.DWG Scale:1:1 SavedDate:4/11/2025 Time:16:38 Plot Date: Crystal Miller; 4/23/2025; 10:42 ; Layout:C00-02
30239923
WHITE RIVER NORTH
WTP EXPANSION
ARCADIS U.S., INC., 2023
SHEET NO.:
SCALE:
ISSUE STATUS:
PERMIT SET
LEGAL ENTITY:
ARCADIS U.S., INC.
0 1
BAR IS ONE INCH ON
UNREDUCED DRAWING
SHEET TITLE
NBV
CLM
NBV
CONSULTING
ENGINEERS , LLC
AS NOTED
EXISTING PROJECT
SITE LAYOUT-
SUPPLEMENTAL
C00-02
PROTECTION OF CORNERSTONES
SEVEN CORNERSTONE MONUMENTS HAVE BEEN LOCATED WITH THE
SURVEY AS INDICATED ON THE SURVEY DOCUMENT. CONTRACTOR TO
PROTECT BENCHMARKS DURING CONSTRUCTION AND MAINTAIN
BENCHARKS FOR STAKING AND LOCATION PURPOSES. CONTRACTOR TO
TAKE CARE NOT TO DISTURB BENCHMARKS UNTIL CONSTRUCTION
ACTIVITIES ARE PROGRESSING IN THE AREA. IF BENCHMARK IS DISTURBED,
A NEW BENCHMARK SHOULD BE SET TO MAINTAIN HORIZONTAL AND
VERTICAL CONTROL.
FLOOD HAZARD AREA AND REGULATED DRAIN STATEMENT
PER REVIEW OF ALL FEMA, HAMILTON COUNTY SURVEYOR, AND CITY OF
CARMEL MAPS AND DATA AND THE PHASE 1 AND WETLAND
DETERMINATION REPORTS COMPLETED FOR THIS PARCEL, A 100 YEAR
FLOODPLAIN AND FLOODWAY EXISTS ON THE SITE.