HomeMy WebLinkAboutC600 - Storm Plan & Profile-C60075 L.F. 0.30% 12" R.C.P.
CLASS III
848.51 848.74
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
8" SDR-35 PVC
INV.=845.42EXMOOR DRIVE8" WATER
30 L.F. 0.30%
18" R.C.P. CLASS III
UP INV.=847.90
DOWN INV.=847.81
135 L.F. 0.30% 15" R.C.P. CLASS III
848.00 848.41
6"S.S.D.6"S.S.D.
6"S.S.D.
6"S.S.D.YARD INLET #G4STA. 1+65TC=856.80R-4342CURB INLET #G3STA. 0+30TC=857.14R-3501-TRCURB INLET #G2STA. 0+00TC=857.14R-3501-TLYARD INLET #G5STA. 2+40TC=859.43R-4342EXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINE54" COVERSCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850
161 L.F. 0.31% 12" R.C.P. CLASS III
838.00 838.50END SECTION #A1STA. 0+00(w/ DEBRIS GUARD)OUTLET CONTROL #A2STA. 1+61TC=847.25SEE DETAILEXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINE
EX. 8' PATH
N.P. 844.50
o o o
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860
112 L.F. 0.18% 21" R.C.P. CLASS III
845.67 845.87MANHOLE #B6STA. 3+50TC=852.50R-1772ALLEYEXMOOR DRIVECURB INLET #B3STA. 0+96TC=852.41R-3501-TLCURB INLET #B3STA. 0+96TC=852.41R-3501-TL104.7" COVER8" WATER18"MIN13 L.F. 0.52%
18" R.C.P. CLASS III
UP INV.=847.81
DOWN INV.=847.75
103 L.F. 0.30% 21" R.C.P. CLASS III
845.27 845.57
62 L.F. 0.30%
24" R.C.P. CLASS III
UP INV.=844.95
DOWN INV.=844.77
34 L.F. 0.49%
24" R.C.P. CLASS III
UP INV.=844.67
DOWN INV.=844.50
6"S.S.D.
6"S.S.D.MANHOLE w/2' SUMP #B2STA. 0+34TC=851.37(2) R-3501-TL/TRCURB INLET #B3STA. 0+96TC=852.41R-3501-TLCURB INLET #B4STA. 1+36TC=853.43R-3405YARD INLET #B5STA. 2+38TC=853.93R-4342MANHOLE #B8STA. 4+80TC=855.50R-1772END SECTION #B1STA. 0+00(w/ DEBRIS GUARD)MANHOLE #B6STA. 3+50TC=852.50R-177221" R.C.P. CLASS III N
INV.=845.05
24" R.C.P. CLASS III S
INV.=844.95
15" R.C.P. CLASS III NW
INV.=846.54
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINE
18'' RCP N
INV.=846.35
21'' RCP S
INV.=845.87
6'' HDPE NW
INV.=848.61
12'' RCP E
INV.=846.85 62 L.F. 1.37%
18" R.C.P. CLASS III
UP INV.=847.56
DOWN INV.=846.71
18" R.C.P. CLASS III N
INV.=847.81
18" R.C.P. CLASS III S
INV.=847.81CURB INLET #G2STA. 5+76TC=857.14R-3501-TL18" R.C.P. CLASS III NW
INV.=846.71
18" R.C.P. CLASS III S
INV.=846.62
18" R.C.P. CLASS III NE
INV.=846.71MANHOLE #B7STA. 4+18TC=853.81R-177283 L.F. 0.10%
18" R.C.P. CLASS III
UP INV.=847.75
DOWN INV.=847.66
6" S.D.R. 35 P.V.C
INV.=843.63
8" SDR-35 PVC
INV.=842.63
68 L.F. 0.39%
18" R.C.P. CLASS III
UP INV.=846.62
DOWN INV.=846.35
40 L.F. 0.30%
21" R.C.P. CLASS III
UP INV.=845.17
DOWN INV.=845.05 MANHOLE #G1STA. 5+63TC=857.42R-17726"S.S.D.
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860
EXMOOR DRIVE70 L.F. 0.30%
15" R.C.P. CLASS III
846.54846.75
30 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=846.94
DOWN INV.=846.85
6"S.S.D.6"S.S.D.DBL. CURB INLET #C2STA. 1+00TC=852.85(2) R-3501-TL/TRCURB INLET #C1STA. 0+70TC=852.85R-3501-TRCURB INLET #B3STA. 0+00TC=852.41R-3501-TL21" R.C.P. CLASS III N
INV.=845.05
24" R.C.P. CLASS III S
INV.=844.95
15" R.C.P. CLASS III NW
INV.=846.54
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINE
6" S.D.R. 35 P.V.C
INV.=843.82
6"S.S.D.
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860
EXMOOR DRIVE30 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=847.46
DOWN INV.=847.37
6"S.S.D.6"S.S.D.CURB INLET #D2STA. 0+51TC=852.60R-3501-TRCURB INLET #D1STA. 0+21TC=852.60R-3501-TLEXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINEMANHOLE #B6STA. 0+00TC=852.50R-177218'' RCP N
INV.=846.35
21'' RCP S
INV.=845.87
6'' HDPE NW
INV.=848.61
12'' RCP E
INV.=846.85
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860
MENDENHALL DRIVEEXMOOR DRIVE8" WATER 18"MIN160 L.F. 0.37%
18" R.C.P. CLASS III
UP INV.=847.30
DOWN INV.=846.71
15 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=847.45
DOWN INV.=847.40
30 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=847.64
DOWN INV.=847.55104.9" COVER6"S.S.D.
6"S.S.D.MANHOLE #E1STA. 1+60TC=852.80R-1772CURB INLET #E2STA. 1+75TC=853.44R-3501-TLCURB INLET #E3STA. 2+05TC=853.44R-3501-TRPROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
18" R.C.P. CLASS III NW
INV.=846.71
18" R.C.P. CLASS III S
INV.=846.62
18" R.C.P. CLASS III NE
INV.=846.71MANHOLE #B7STA. 0+00TC=853.81R-1772SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860
MENDENHALL DRIVE51 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=847.70
DOWN INV.=847.55
15 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=847.85
DOWN INV.=847.80
30 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=848.04
DOWN INV.=847.95
6"S.S.D.6"S.S.D.MANHOLE #F2STA. 0+51TC=852.31R-1772CURB INLET #F3STA. 0+66TC=852.95R-3501-TLCURB INLET #F4STA. 0+96TC=852.95R-3501-TREND SECTION #F1STA. 0+00(w/ DEBRIS GUARD)EXISTING GRADE
PROPOSED GRADE
HYDRAULIC
GRADE LINE
C.A. #26
S
S
S
S
S
P.W.P.
P.W.P.
P.W.P.
P.W.P.
W
SS 35'43'
12'35'27'62'43'2'31'2'12'
47'
20'27'C.O.841.70C.O.841.59C.O.842.52S
EX. 8'
P
A
T
H
845
845
850
8
5
5
8
6
0
846
84
6
847
847
84
8
8
4
9
8
5
1
8
5
2
8
5
3
8
5
4
8
5
6
8
5
7
8
5
8
8
5
9
845850855
860
843844846847848849851851
851
852
853
854
856
857
858
859
861
862
863
84284
2
843
843
8408398418428
4
0
8
4
1
8
4
2
8
4
3
845850842843844846847848849851851863863864862
8
4
5
8448
4
6
8
4
6
8
4
7
8
4
7
84
0
84
1
8
4
2
8
4
3 8448
4
08398
4
1
842843847848
849
845
842
843844
846
840 840838838839839 841841841840841
841841842840
841
845
842
843
844
846
84
7
840837838839
836837 838 839837
8
3
7
8
3
8 839
8
5
0 8558
4
6
8
4
7 8488498518528538548
4
5
8428
4
3
8
4
48458
4
2
84
3
8
4
4
84
5
84
5
85
0
844
844846
847
848
8
4
9
851
852853855854
856
85
7
85
8
8
5
9
8408
4
1
8
4
2
8
5
5853854
85
0
847
848
849
8
5
1
8
4
5
8
4
3
8
4
4
850
847
848
849851
852
853
846847848849840839
839
841
842842843
84
0
8418458
4
4
846846847848849
8
5
0 5' SIDEWALK5' SIDEWALK5' SIDEWALK
JG607
JG715
JG719
JG716
JG717 JG718
JG606
JG834
334335336337338
339
343
344
345
346
347 348
349
350
351
352
353
354
355
30' B-BW W W W W W W
W
W WWWWWWWWWWWWWW
WWWWWWWWWWWWWEXMOOR DRIVE
MEN
DE
N
H
ALL
DRI
VE
EXM
O
O
R
D
R
IV
E EXMOOR DRIVEEXMOOR DRIVE30' B-B3
0
'
B
-
B
30' B-B
150 L.F. 6" SSD
RISER
T.C.=861.1
5' SIDEWALK
10' B.
L
.
10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.1
0
'
B
.
L
.
1
0
'
B
.
L
.
1
0
'
B
.
L
.
10' B.
L.10' B.L.10' B.L.15' D&U.E15' D&U.E2
0
'
B
.
L
.
2
0
'
D
.
U
.
&
S
.
S
.
E
.
2
0
'
B
.
L
.
2
0
'
D
.
U
.
&
S
.
S
.
E
.
1
0
'
D
.
U
.
&
S
.
S
.
E
.
1
0
'
D
.
U
.
&
S
.
S
.
E
.
10' D&U.E.10' D&U.E.10' D&U.E.10' D&U.E.1
0
'
D
&
U
.
E
.
1
0
'
D
&
U
.
E
.10' D&U.E.10' D&U.E.5'
S
I
D
EW
A
L
K
5'
S
I
D
EW
A
L
K
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK5' SIDEWALKC.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
V
A
R
.
D
.
U
.
&
S
.
S
.
E
.
VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
VAR. B.M.P.E. & R.D.E. & U.E.
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
I
V
A
T
E
)
34 L.F. 24" R.C.P. @ 0.49%
62 L.F. 24" R.C.P. @ 0.30%
70
L
.
F
.
1
5
"
R
.
C
.
P
.
@
0
.
3
0
%
30 L.F.
15" R.C.P.
@ 0.30%
40 L.F.
21" R.C.P.
@ 0.30%
103 L.F. 21" R.C.P. @ 0.30%
13 L.F.
18" R.C.P.
@ 0.52%
30 L.F. 12" R.C.P. @ 0.30%
21 L.F. 12" R.C.P. @ 0.82%160 L.F. 18" R.C.P. @ 0.37%
30 L.F. 18" R.C.P. @ 0.30%135 L.F. 15" R.C.P. @ 0.30%15 L.F. 15" R.C.P. @ 0.30%
30 L.F.
15" R.C.P.
@ 0.30%
30 L.F. 12" R.C.P. @ 0.30%
15 L.F. 15" R.C.P. @ 0.30%
51 L.F.
15" R.C.P.
@ 0.30%161 L
.F
.
12"
R
.C
.P
.
@
0
.31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENTD2D1
I1
H1
E1E2
E3
F1
F2
F3
F4
G2
G3
G4
B1
B2
B3
B4
B5
B8
C1
C2
A2
A1
B6
G5
10' D&U.E.10' B.L.20' D&U.E.&RD.E VAR. D&U.E.&RD.E
VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
R
I
V
A
T
E
A
L
L
E
Y
)
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=859.1
65 L.F. 6" SSD
H2
B7
I2
G1
83 L.F. 18" R.C.P. @ 0.10%62
L
.
F
.
1
8
"
R
.
C
.
P
.
@
1
.
3
7
%
42 L.F. 6" HDPE @ 2.38%
41 L.F.
6" HDPE
@ 1.00%
42 L.F.
6" HDPE
@ 1.67%
58 L.F. 6" HDPE @ 3.00%
68 L.F.
18" R.C.P.
@ 0.39%WWW
W
W
W
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=853.9
RISER
T.C.=858.1
2
4
9
L
.
F
.
6
"
S
S
D
1
0
'
D
.
U
.
&
E
.
C.O.
C.O.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O.
C.O.
C.O.
C.O.50' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
0
'
D
.
U
.
&
S
.
S
.
E
.& I
.
E
.
E
.
&
P
.
A
.
E
.
50' D.U. & S.S.E.
& I.E.E. & P.A.E.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
SSD INV. 842.00
253
L
.
F
.
6
"
S
S
D
@
0
.
5
0
%
TC. = 844.42
SSD INV. EL 841.92
TC. = 844.21
SSD INV. EL 841.71
TC. = 8
4
4
.
3
7
SSD IN
V
.
E
L
8
4
1
.
8
7
TC.
=
8
4
4
.
1
3
SSD
I
N
V
.
E
L
8
4
1
.
6
3
TC. = 843.86
SSD INV. EL 841.36
TC. = 843.92
SSD INV. EL 841.42
TC.
=
8
4
3
.
5
0
SSD
I
N
V
.
E
L
8
4
1
.
0
0
TC.
=
8
4
3
.
8
0
SSD
I
N
V
.
E
L
8
4
1
.
3
0
SSD INV. 840.73
TC. = 843.40
SSD INV. EL 840.90
TC
.
=
8
4
3
.
3
0
S
SD
INV
.
E
L
8
4
0
.
8
0
C.O.
C.O.
C.O.
C.O.
RISER
T.C.=851.9
INV.=849.9
79 L.F. 6" SSD
SSD E. INV.=849.11
60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C600 - Storm Plan & Profile.dwg - C600Modified / By:December 6, 2021 1:33:12 PM / ecarsonPlotted / By:December 6, 2021 3:01:39 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTNOTES
ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE
TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE,
NO LESS TO ACHIEVE PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE
OF +0.00' TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO
WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE
WALL SMOOTH BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED
INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE
STANDARD PLAN D-18 ON SHEET C801A.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE
RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE STANDARD DRAWING 10-31 ON SHEET
C801A.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL
BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY
PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO
THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL
ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE
FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM
THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO
SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING
CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL
FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR
CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE
DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION
SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT
CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO
BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO
AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS,
AND AS APPROVED BY THE CITY OF CARMEL.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR
STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE
SOLELY THE CONTRACTOR'S RESPONSIBILITY.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
DENOTES FULL DEPTH GRANULAR BACKFILL
(SEE TRENCH DETAIL 10-31 ON SHEET C802)
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY
FRINGE, AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
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DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM SEWER PLAN & PROFILESC600REVISED PER CITY OF CARMEL COMMENTS10/21/21AEC