HomeMy WebLinkAboutC602 - Storm Plan & Profile S4B-C603STM - 831-826
740
750
760
740
750
760
113 L.F. 0.12% 24" R.C.P. CLASS III
751.16 751.30MANHOLE #86148" DIA. STD. MHSTA. 1+13TC=756.60115 L.F. 0.20% 18" R.C.P. CLASS III
751.40 751.63MANHOLE #83248" DIA. STD. MHSTA. 2+28TC=756.2915 L.F. 1.40%
12" R.C.P. CLASS III
UP INV.=752.32
DOWN INV.=752.11CURB INLET #831INL TYPE JSTA. 2+43TC=756.29EX. MANHOLE #826EXISTINGSTA. 0+00TC=755.94EXISTING GRADE
PROPOSED GRADE
18" R.C.P. N
INV.=751.40
15" R.C.P. E
INV.=751.55
24" R.C.P. S
INV.=751.30
24" R.C.P. N
INV.=751.16
27" R.C.P. SW
INV.=751.16
24" R.C.P. S
INV.=751.16
15" R.C.P. E
INV.=751.16
EX.
EX.
EX.
6" SSD
I.E. 753.8
12" R.C.P. W
INV.=752.11
18" R.C.P. S
INV.=751.63
15" R.C.P. E
INV.=751.73
HYDRAULIC GRADE LINE
STRUCTURE TABLE
STR.#
822
823
824
826
828
831
832
835
844
861
864
864A
865
TYPE
CURB INLET
MANHOLE
MANHOLE
EX. MANHOLE
EX. YARD INLET
CURB INLET
MANHOLE
YARD INLET
YARD INLET
MANHOLE
YARD INLET
YARD INLET
CURB INLET
T.C.
756.91
756.92
757.08
755.94
755.47
756.29
756.29
757.15
755.19
756.60
756.35
756.35
757.08
CASTING TYPE
R-3501-TL/TR
R-1772
R-1772
EXISTING
EXISTING
R-3501-TL/TR
R-1772
R-4342
R-4342
R-1772
R-4342
R-4342
R-3501-TL/TR
DIAMETER IN
12
15
12
24
24
15
30
12
15
12
12
15
18
15
12
12
DIRECTION IN
S
E
S
N
S
E
E
S
N
N
W
E
N
E
E
E
INV._IN
752.87
752.25
752.25
751.16
751.16
751.16
750.80
751.00
751.00
750.96
752.11
751.73
751.40
751.55
752.07
752.63
DIAMETER OUT
12
15
15
27
30
12
18
12
12
24
15
12
12
DIRECTION OUT
N
W
W
SW
W
E
S
W
S
S
W
W
N
INV_OUT
752.94
752.77
752.15
751.16
750.80
752.32
751.63
753.61
751.52
751.30
752.07
752.53
752.40
SLOPE
0.47%
0.22%
0.31%
0.78%
0.83%
1.40%
0.20%
0.61%
0.30%
0.12%
0.18%
0.29%
1.00%
DESCRIPTION
SEE CURB INLET DETAIL ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
EXISTING
EXISTING
INDOT TYPE J SEE SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
INDOT TYPE A SEE SHEET C801
INDOT TYPE A S/YI CASTING SEE SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
INDOT TYPE E W/YI CASTING SEE SHEET C801
INDOT TYPE E W/YI CASTING SEE SHEET C801
INDOT TYPE J SEE SHEET C801
STRM - 844 - EX
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760YARD INLET #844INL TYPE JSTA. 1+88TC=755.19EX. YARD INLET #828EXISTINGSTA. 0+00TC=755.4730" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
12" R.C.P. N
INV.=750.96
188 L.F. 0.30% 12" R.C.P. CLASS III
750.96
751.52
PROPOSED GRADE
EXISTING GRADE
EX.
EX.
EX.
EX.STUB
EX. 8" S.D.R. 35 P.V.C
INV.=746.65
6" SSD
I.E. 752.7HYDRAULIC GRADE LINE750750755755
755751751752752753753754754756756756757757757758759750750 755755755751751752752753753754754756
757 758759756
756
757 757759760.05759.79759.39FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
EX. 8" SDR-26 P.V.C.
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
20' Force Main Easement Inst.
No.: 2008-043639 WWWWWWWWWWWWW W
W
W
EX. YARD INLET #836
T.C.=756.37
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EX. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #726
T.C.=756.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
EX. MH. #727
T.C.=756.66
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. MH. #724
T.C.=758.66
8" S.D.R. 35 P.V.C E
INV.=751.07
EX. MH. #226
T.C.=758.65
8" S.D.R. 35 P.V.C W
INV.=749.66
8" S.D.R. 35 P.V.C E
INV.=749.56
EX. MH. #723
T.C.=758.23
8" S.D.R. 35 P.V.C W
INV.=749.17
8" S.D.R. 35 P.V.C E
INV.=749.13
5082
753.76
5092
751.70
596
753.99
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
W W W W W W W W W W W W
WWWWWW> o o o> o o o > o o o > o o o > o o o> o o o> o o o > o o o
> o o o> o o o> o o o15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.&U.E.50'50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. I.E.E.& D.U.&S.S.E.
4' R.A.E.
4' R.A.E.
4' R.A.E.
4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.75775
8
756756
752
753
THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
BIRTHRIGHT WAY
WILBUR ROAD(PRIVATE)ANTIQUITY
DRIVE
BIRTHRIGHT WAY
PICKETT PLACE
(PRIVATE)
(PRIVATE)
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
(PRIVATE)
W W W W W W W W W W W W
50' I.E.E.
30' B-B
30' B-B
50' I.E.E.
30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' B.L.10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.PICKETT PLACE
LARSON DRIVE15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.
15' D&U.E.15' D&U.E.15' D&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.(PRIVATE)(PUBLIC)(PRIVATE)EX. LAKE #2 (DD2)
N.P.=750.00
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
T.O.B.=756.00
822
823
15 L.F. 12" R.C.P. @ 0.47%
824
240 L.F. 15" R.C.P. @ 0.22%
191 L.F. 15" R.C.P. @ 0.31%
831 832
15 L.F. 12" R.C.P. @ 1.40%115 L.F. 18" R.C.P. @ 0.20%835
844
188 L.F. 12" R.C.P. @ 0.30%861
113 L.F. 24" R.C.P. @ 0.12%864
191 L.F. 15" R.C.P. @ 0.18%
865
15 L.F. 12" R.C.P. @ 1.00%
160 L.F. 12" R.C.P. @ 0.61%
769
774
790 791
864A
WILBUR ROADL.C.A. #11
3,150 sq.ft.
86878889909192141140139138137
99989796959493132133134135136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175
WWWWWWWWWWWL.C.A. #10
2,726 sq.ft.WWWWW15' D&U.E.15' D&U.E.15' D&U.E.
V.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
G.C.A. #12
1,859 sq.ft.
V.A.R. R/W
BIKE PROMENADE
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&
P.A.E.& L.M.A.E.
PIPE TABLE
NAME
18
20
22
37
38
844-EX
131
832-864
865-824
154
154 (1)
24
26
134
34
28
30
843-828(1)
Stub828(1)
SIZE
12"
15"
15"
12"
18"
12"
24"
15"
12"
12"
12"
15"
27"
24"
36"
30"
30"
12"
15"
LENGTH
15.00'
240.00'
191.00'
15.00'
115.00'
188.01'
113.48'
191.00'
15.00'
160.00'
160.00'
194.37'
20.54'
116.90'
30.04'
100.68'
99.27'
127.27'
26.02'
SLOPE
0.47%
0.22%
0.31%
1.40%
0.20%
0.30%
0.12%
0.18%
1.00%
0.61%
0.29%
0.20%
0.78%
0.25%
0.19%
0.20%
0.83%
0.56%
-1.40%
MATERIAL
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
UPSTREAM
STR.#
822
823
824
831
832
844
861
864
865
835
864A
826
828
DOWNSTREAM
STR.#
823
824
861
832
861
828
826
832
824
864A
864
826
826
828
828
828 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942SHEET NO.
DRAWN BY:CHECKED BY:STORM PLAN & PROFILESECTION FOUR BC603
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
IT
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S
G
E
E
O
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W
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D
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HVADIRJ .ADNINAI EEG NIRENOILA NS
F
EPRO STATE OF
S
File Name:S:\55115-PYT-S4\DWG\C602 - Storm Plan & Profile S4B.dwg - C603Modified / By:August 14, 2020 2:43:26 PM / dmetzPlotted / By:August 14, 2020 3:48:07 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSMGRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
DENOTES CONSTRUCTION LIMITS
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 C80X)
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)
NOTES
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 ON
THE TRENCH DETAIL.
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.
THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM
SEWER IN PRIVATE ALLEYS.
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.
FULL DEPTH GRANULAR BACKFILL
(SEE RCP TRENCH DETAIL 10-31 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.