HomeMy WebLinkAboutC500 Sanitary Plan and Profile-C500*
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PVMT
PVMT
PVMT
PVMTMADELYN DRIVE(Private)40' SETBACK
21' I.E.E.
31'
D.U.&S.S.E.5' BL5' BL 10' D.&.U.E.5' BL5' BL 5' B.L. & U.E.5' B.L.21' I.E.E.
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.31 ' D.U.&S.S.E.31'
D.U.&S.S.E.
21' I.E.E.21' I.E.E.21' I.E.E.21 ' I.E.E.
21
' I.E.E.21' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
& B.M.P.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR.
D.U.&
L.M.A.E.&
P.A.E.50' R/W46' R/W
5' B.L.5' B.L.10' B.L. 5' BL
VAR.
D.U.&
L.M.A.E.&
P.A.E.10' D.&.U.E.10' D.&.U.E. 5' BL5' BL 5' BL 1
4'
B.L
.5'
BL31' D.U.&S.S.E.VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.
40' SETBACK 10' B.L.VAR. B.L. 1
0'
B
.L
.
10' P.A.E.10' P.A.E. 10' P.A.E.10' P.A.E. 10' P.A.E. 10' P.A.E.5' D.&U.E.
5' D.&U.E.
5' BL
10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E.5' BL
5' BL5'
B
L
5'
BL
5' BL 5' BL 5' BL 5' BL 5' BL
5' B
L
5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL 5' BL 5' BL5' BL 5
'
BL5' BL 5' BL5' BL5' BL 15' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 10' D.&.U.E.5.5' P.A.E.VAR.
S.L.E.10'10'10'10'
VAR.
S.L.E.
VAR.
S.L.E.10'15'10'15' 10'VAR.
S.L.E.
CROSSWALK
CROSSWALK
> o o o > o o o > o o o > o o o > o o o > o o o > o o oW W W W W W WWW W W W W W W W W W W
W W W
W W W W WW WWWW
W WWWWWW WS
D
> 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 o39 L.F.-6"
WYE + LAT
STA. 5+98
88
44 L.F.-6"
WYE + LAT
STA. 5+77
87
48 L.F.-6"
WYE + LAT
STA. 5+49
86
48 L.F.-6"
WYE + LAT
STA. 5+15
85
54 L.F.-6"
WYE + LAT
STA. 4+85
84
41 L.F.-6"
WYE + LAT
STA. 4+62
83
38 L.F.-6"
WYE + LAT
STA. 4+41
8237 L.F.-6"
WYE + LAT
STA. 4+13
81
32 L.F.-6"
WYE + LAT
STA. 3+84
80
25 L.F.-6"
WYE + LAT
STA. 3+56
79
28 L.F.-6"
WYE + LAT
STA. 3+04
89
18 L.F.-6"
WYE + LAT
STA. 2+94
90
16 L.F.-6"
WYE + LAT
STA. 2+81
91
15 L.F.-6"
WYE + LAT
STA. 2+49
92
16 L.F.-6"
WYE + LAT
STA. 2+30
93
15 L.F.-6"
WYE + LAT
STA. 2+12
94
15 L.F.-6"
WYE + LAT
STA. 1+80
95
15 L.F.-6"
WYE + LAT
STA. 1+61
96
15 L.F.-6"
WYE + LAT
STA. 1+43
97
15 L.F.-6"
WYE + LAT
STA. 1+11
98
16 L.F.-6"
WYE + LAT
STA. 0+92
99
15 L.F.-6"
WYE + LAT
STA. 0+74
100
16 L.F.-6"
WYE + LAT
STA. 2+34
78
16 L.F.-6"
WYE + LAT
STA. 2+06
77
16 L.F.-6"
WYE + LAT
STA. 1+77
76
16 L.F.-6"
WYE + LAT
STA. 1+48
75
16 L.F.-6"
WYE + LAT
STA. 1+19
74
16 L.F.-6"
WYE + LAT
STA. 0+91
73
16 L.F.-6"
WYE + LAT
STA. 0+62
72
16 L.F.-6"
WYE + LAT
STA. 0+33
71
16 L.F.-6"
WYE + LAT
STA. 0+07
70
EXTEND
EX. LAT. 8 L.F.
EX. 141
EXTEND
EX. LAT. 8 L.F.
EX. 140
EXTEND
EX. LAT. 8 L.F.
EX. 139
EXTEND
EX. LAT. 8 L.F.
EX. 138
EXTEND
EX. LAT. 8 L.F.
EX. 137
EXTEND
EX. LAT. 8 L.F.
EX. 136
EXTEND
EX. LAT. 7 L.F.
EX. 101
EXTEND
EX. LAT. 7 L.F.
EX. 102
EXTEND
EX. LAT. 7 L.F.
EX. 103
EXTEND
EX. LAT. 7 L.F.
EX. 104
EXTEND
EX. LAT. 7 L.F.
EX. 105
EXTEND
EX. LAT. 7 L.F.
EX. 106
EXTEND
EX. LAT. 7 L.F.
EX. 107
EXTEND
EX. LAT. 7 L.F.
EX. 108
EXTEND
EX. LAT. 7 L.F.
EX. 109
EXTEND
EX. LAT. 7 L.F.
EX. 110
EXTEND
EX. LAT. 8 L.F.
EX. 135
EXTEND
EX. LAT. 8 L.F.
EX. 134
EXTEND
EX. LAT. 7 L.F.
EX. 133
EXTEND
EX. LAT. 7 L.F.
EX. 132
15 L.F.-6"
WYE + LAT
STA. 0+04
111
15 L.F.-6"
WYE + LAT
STA. 0+23
112
16 L.F.-6"
WYE + LAT
STA. 0+55
113
15 L.F.-6"
WYE + LAT
STA. 0+73
114
15 L.F.-6"
WYE + LAT
STA. 0+92
115
16 L.F.-6"
WYE + LAT
STA. 1+17
131
15 L.F.-6"
WYE + LAT
STA. 1+24
116
15 L.F.-6"
WYE + LAT
STA. 1+42
117
15 L.F.-6"
WYE + LAT
STA. 1+46
130
15 L.F.-6"
WYE + LAT
STA. 1+61
118
16 L.F.-6"
WYE + LAT
STA. 1+75
129
16 L.F.-6"
WYE + LAT
STA. 1+93
119
16 L.F.-6"
WYE + LAT
STA. 2+01
128
16 L.F.-6"
WYE + LAT
STA. 2+10
120
22 L.F.-6"
WYE + LAT
STA. 2+20
121 42 L.F.-6"
WYE + LAT
STA. 2+36
122
22 L.F.-6"
WYE + LAT
STA. 2+64
123
18 L.F.-6"
WYE + LAT
STA. 2+97
124
16 L.F.-6"
WYE + LAT
STA. 3+54
127
18 L.F.-6"
WYE + LAT
STA. 3+60
125
16 L.F.-6"
WYE + LAT
STA. 3+80
126
18 L.F.-6"
WYE + LAT
STA. 4+72
142
18 L.F.-6"
WYE + LAT
STA. 5+24
143
16 L.F.-6"
WYE + LAT
STA. 4+73
167
16 L.F.-6"
WYE + LAT
STA. 5+68
16 L.F.-6"
WYE + LAT
STA. 5+36
165
16 L.F.-6"
WYE + LAT
STA. 5+04
166
5' B.L.5' B.L. 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 40' SETBACK
MADELYN DRIVE(Private)STEINBECK PLACE
(Private)
STEINBECK PLACE
(Private)ASTOR LANE(Private)LAGERFIELD DRIVE
(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)VALENTINE DRIVE(Private)31'
D.U.&S.S.E.VA LENTIN EDRIVE(Private)21' I.E.E.
B-B
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31'
D.U.&S.S.E.
21' I.E.E.
B-B
21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.
B-B
2 1' I.E.E .B-B
21' I.E.E.B-BW
W
W
W
W> o o o> o o o > o o o > o o o > o o o> o o o209' L.F. 6" SSDRISER
T.C.=845.8
RISER
T.C.=846.0
843842841840839838837836W W
21' I.E.E.
B-B
20'
B-B
20'
(TYP.)9'(TYP.)20'(TYP.)9 '(TY
P
.
)
2 0 '(T YP .)9 '(TYP.)30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9'
(TYP.)
SECTION 3
SECTION 2
469A
474
476
475
481
477
487A
478
479
482
483
472B
472A
435A
436A
485
486
487
469
488
486A
488A
489
484
485A
485B
478A
T.C.=844.69
T.C.=844.05
T.C.=846.02
T.C.=845.65
T.C.=843.00
T.C.=842.80CROSSWALKMANHOLE #815
STA. 6+03
MANHOLE #814
STA. 4+56
MANHOLE #813
STA. 2+99
MANHOLE #804A
STA. 0+00
EX. MANHOLE #805
STA. 0+00
MANHOLE #811
STA. 2+15
MANHOLE #811A
STA. 2+69 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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: 317.849.5942SANITARY SEWER PLAN & PROFILEC500
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C500 Sanitary Plan and Profile.dwg - C500Modified / By: December 12, 2019 9:00:58 AM / dmetzPlotted / By: October 6, 2020 9:10:35 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 1" = 50 FT
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP
REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT,
CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL SERVICE CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER
SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS,
REGARDLESS OF THE JURISDICTION OF THE UTILITY, 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) PLUS1-0", 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 3.0 FEET.
REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL WITHIN CITY
RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED,
CORED-DRILLED INSTALLATIONS.
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
Ù ADA RAMP TO BE INSTALLED
FULL DEPTH GRANULAR BACKFILL
(SEE DETAIL ON SHEET C800)
870
S
848.0
870
W
> o o oNOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS
ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE
ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON
EACH STRUCTURE.
12/04/20