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20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
W
W W W
WWWWWWW> o o oVAR. 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.
EX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW W W W W W W W W W W W50' R/W30' B-BANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)ALLEY EAST(PRIVATE)873
845
846
849
867
868
869
872
750
753752751
754
755847
875
874
876
877
878
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.LARSON DRIVE(PUBLIC)30' R.D.E.CHERRY CREEK BOULEVARD
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.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' B.L.6' D.U.&S.S.E.6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEASEMENTANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
184A 184B
183A 183B
182A 182B
66A 66B
67A 67B
68A
68B
63A63B64A64B65A65B181A181B180A180B179A179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A
STM - 867-869
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760
137 L.F. 0.77% 12" R.C.P
.
C
L
A
S
S
I
I
I
749.45
750.51 AREA INLET #868STA. 1+37TC=754.6830 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=750.70
DOWN INV.=750.61 CURB INLET #867STA. 1+67TC=754.94AREA INLET #869STA. 0+00TC=755.87ANTIQUITY DRIVEPROPOSED GRADE
EXISTING GRADE
12" R.C.P. N
INV.=749.45
15" R.C.P. W
INV.=749.35
12" R.C.P. SW
INV.=751.55
12" R.C.P. E
INV.=751.35
HYDRAULIC GRADE LINE
STM - 869-849
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760
236 L.F. 0.14% 21" R.C.P. CLASS III
747.53 747.85AREA INLETW/2' SUMP #849w/2' SUMP (BMP)STA. 0+00TC=755.30MANHOLE #872STA. 2+36TC=754.7715" R.C.P. N
INV.=748.53
27" R.C.P. S
INV.=747.53
21" R.C.P. E
INV.=747.53
8" S.D.R. 35 P.V.C
INV.= 744.34
PROPOSED GRADE
EXISTING GRADE AREA INLET #869STA. 0+00TC=755.87248 L.F. 0.51% 15" R.C.P. CLASS II
I
748.08
749.35
12" R.C.P. N
INV.=749.45
15" R.C.P. W
INV.=749.35
12" R.C.P. SW
INV.=751.55
12" R.C.P. E
INV.=751.35
HYDRAULIC GRADE LINE
21" R.C.P. W
INV.=747.85
15" R.C.P. E
INV.=748.08
15" R.C.P. S
INV.=749.95
HYDRAULIC GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760 CURB INLET #873STA. 2+79TC=754.11AREA INLETW/2' SUMP #849STA. 1+12TC=755.30117 L.F. 0.87% 15"
R
.
C
.
P
.
C
L
A
S
S
I
I
I
748.53
749.55
112 L.F. 0.10% 27" R.C.P. CLASS III
747.42747.53 EX. CURB INLET #850STA. 0+00TC=752.4627" R.C.P. N
INV.=747.42
27" R.C.P. S
INV.=747.42
15" R.C.P. N
INV.=748.53
27" R.C.P. S
INV.=747.53
21" R.C.P. E
INV.=747.53
12" R.C.P. N
INV.=749.65
15" R.C.P. S
INV.=749.55
12" R.C.P. E
INV.=749.97
50 L.F. 0.80%
12" R.C.P. CLASS III
UP INV.=750.05
DOWN INV.=749.65 AREA INLET #847STA. 2+29TC=753.61PROPOSED GRADE
EXISTING GRADE
ANTIQUITY DRIVE8" WATER12"HYDRAULIC GRADE LINE AREA INLETW/2' SUMP #849STA. 1+12TC=755.30STRUCTURE TABLE
STR.#
EX177
845
846
847
849
850
867
868
869
872
873
874
875
876
877
878
PUBLIC/
PRIVATE
PRIVATE
PUBLIC
PRIVATE
PRIVATE
PRIVATE
PUBLIC
PUBLIC
PRIVATE
PRIVATE
PUBLIC
PUBLIC
PUBLIC
PRIVATE
PRIVATE
PRIVATE
TYPE
MANHOLE
CURB INLET
CURB INLET
AREA INLET
AREA INLET
W/2' SUMP
EX. CURB INLET
CURB INLET
AREA INLET
AREA INLET
MANHOLE
CURB INLET
CURB INLET
CURB INLET
CURB INLET
CURB INLET
DBL. CURB INLET
T.C.
754.16
754.62
754.62
753.61
755.30
752.46
754.94
754.68
755.87
754.77
754.11
754.09
754.09
756.11
755.85
754.77
CASTING TYPE
R-1772
R-3501-TR
R-3501-TL
R-3472
R-3472
Standard
R3501-TL/TR
R-3472
R-3472
R-1772
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
DIAMETER IN
12
30
12
12
12
15
21
27
12
12
12
12
15
15
12
DIRECTION IN
NE
NW
N
N
E
N
E
N
N
N
SW
E
E
S
N
INV._IN
749.80
748.97
750.56
749.65
749.97
748.53
747.53
747.42
750.61
749.45
751.55
751.35
748.08
749.95
750.00
DIAMETER OUT
30
12
12
15
27
27
12
12
15
21
12
12
12
12
12
15
DIRECTION OUT
S
S
W
S
S
S
S
S
W
W
S
SW
S
NE
W
N
INV_OUT
748.87
750.65
750.46
749.55
747.53
747.42
750.70
750.51
749.35
747.85
750.05
749.90
750.13
751.62
751.39
749.99
SLOPE
0.27%
0.30%
0.53%
0.87%
0.10%
0.20%
0.30%
0.77%
0.51%
0.14%
0.80%
0.33%
0.43%
0.30%
0.30%
0.30%(2)
STORM SEWER PIPE TABLE
NAME
EX177-
EX178-EX177
112
151
214
220
253
254
255
845-846
846-847
847-849
849-872
849-EX850
867-868
868-869
869-872
873-847
875-874
PUBLIC /
PRIVATE
PUBLIC
PUBLIC
PUBLIC
PUBLIC
PUBLIC
PUBLIC
PRIVATE
PRIVATE
PRIVATE
PUBLIC
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PUBLIC
PRIVATE
PRIVATE
PUBLIC
PUBLIC
SIZE
30"
30"
27"
12"
12"
12"
12"
12"
15"
12"
12"
15"
21"
27"
12"
12"
15"
12"
12"
LENGTH
311.40'
192.00'
80.51'
70.99'
129.12'
30.54'
23.11'
14.09'
14.00'
30.00'
92.20'
117.00'
236.02'
112.29'
30.00'
137.00'
247.98'
50.00'
30.00'
SLOPE
0.27%
0.44%
0.20%
0.30%
1.30%
0.33%
0.30%
0.30%
0.30%
0.30%
0.53%
0.87%
0.14%
0.10%
0.30%
0.77%
0.51%
0.80%
0.43%
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.#
EX177
850
874
876
877
878
845
846
847
872
849
867
868
869
873
875
DOWNSTREAM
STR.#
EX177
EX177
869
869
872
846
847
849
849
850
868
869
872
847
874 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 AC600REVISED STM PIPE SIZE BETWEEN STRUC #869-87209/02/20KJJMGRAPHIC 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 C801A)
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 C801
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 C801 ON THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED
WITH A TOLERANCE OF 0.10 FT±.
ANY STORM SEWERS UNDER PRIVATE ROADS WILL BE PRIVATE. ALL OTHER 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.
STORM SEWER NOTE
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.
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File Name:S:\55115-PYT-S4\DWG\C600 - Storm Plan & Profile S4A.dwg - C600Modified / By:September 2, 2020 2:10:49 PM / kmitchellPlotted / By:September 2, 2020 2:28:51 PM / Kenny Mitchell04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM