HomeMy WebLinkAboutC602 - Storm Plan & Profile S4B-C602STM - 865-861
740
750
760
740
750
760MANHOLE #86148" DIA. STD. MHSTA. 0+00TC=756.60191 L.F. 0.31% 15" R.C.P. CLASS III
751.55
752.15MANHOLE #82448" DIA. STD. MHSTA. 1+91TC=757.0815 L.F. 1.00%
12" R.C.P. CLASS III
UP INV.=752.40
DOWN INV.=752.25CURB INLET #865MH TYPE JSTA. 2+06TC=757.0818" R.C.P. N
INV.=751.40
15" R.C.P. E
INV.=751.55
24" R.C.P. S
INV.=751.30
PROPOSED GRADE
EXISTING GRADE
8" WATER18"MIN15" R.C.P. E
INV.=752.25
15" R.C.P. W
INV.=752.15
12" R.C.P. S
INV.=752.25
6" SSD
I.E. 754.6
HYDRAULIC GRADE LINE
STM - 835-832
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760MANHOLE #83248" DIA. STD. MHSTA. 0+00TC=756.29191 L.F. 0.18% 15" R.C.P. CLASS III
751.73 752.07YARD INLET #864INL TYPE ESTA. 1+91TC=756.35YARD INLET #835INL TYPE ASTA. 5+11TC=757.15160 L.F. 0.29% 12" R.C.P. CLASS III
752.07 752.53YARD INLET #864AINL TYPE ESTA. 3+51TC=756.35160 L.F. 0.61% 12" R.C.P. CLA
S
S
I
I
I
752.63
753.61
12" R.C.P. W
INV.=752.11
18" R.C.P. S
INV.=751.63
15" R.C.P. E
INV.=751.73
PROPOSED GRADE EXISTING GRADE
6" SSD
I.E. 754.66" SSD
I.E. 753.8
6" SSD
I.E. 753.8
HYDRAULIC GRADE LINE
STM - 822-824
740
750
760
740
750
760MANHOLE #82448" DIA. STD. MHSTA. 0+00TC=757.08240 L.F. 0.22% 15" R.C.P. CLASS III
752.25 752.77MANHOLE #82348" DIA. STD. MHSTA. 2+40TC=756.92CURB INLET #822CURB INLETSTA. 2+55TC=756.9115" R.C.P. E
INV.=752.25
15" R.C.P. W
INV.=752.15
12" R.C.P. S
INV.=752.25
PROPOSED GRADE
EXISTING GRADE
15 L.F. 0.47%
12" R.C.P. CLASS III
UP INV.=752.94
DOWN INV.=752.87
6" SSD
I.E. 754.4HYDRAULIC 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
EX. DRY
DETENTION #2
(DD2)
N.P.=750.00
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
T.O.B.=756.00
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
751
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)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 ROAD86878889909192141140139138137
99989796959493132133134135136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175
WWWWWWWWWWWWWWWW15' 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
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.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 BC602
GRAPHIC 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.
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
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File Name:S:\55115-PYT-S4\DWG\C602 - Storm Plan & Profile S4B.dwg - C602Modified / By:August 14, 2020 2:43:26 PM / dmetzPlotted / By:August 14, 2020 3:47:36 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM