HomeMy WebLinkAboutC500 Sanitary Plan and Profile-C501*
*
**
**
64
65
67
68
69
Lot 90
70
71
72
73
74 MADELYN DRIVE(Private)TEMPLETON DRIVE(Public) 40' SETBACK
40' SETBACK
VAR. D.U.
&L.M.A.E.
VAR. D.U.
&L.M.A.E.
VAR. D.U.
&L.M.A.E.&
P.A.E.
21' I.E.E.
31'
D.U.&S.S.E.50' R/W46' R/W
31'
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.ASTOR LANE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)10' D.&.U.E. 21' I.E.E.5' BL 5' BL5' BL 5' BL 5' BL 5' BL 5' B.L.5' B.L.10' D.&.U.E. 10' D.&.U.E. 5' B.L. & U.E.5' BL 5' BL5' BL 5' BL VAR. B.L.
VAR. D.U.&U.E.&L.M.A.E.EAST AUMAN DRIVE67
68
69
70
71
72
73
74
EX. 50' R/W
EAST AUMAN DRIVE 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' D.&.U.E.5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L 5' B.L.5' B.L. & U.E.91.5' R/W
91.5' R/W
North Li ne, N.W. 1/4, Sec.31-T18N-R4E
50' R/W31'
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.
20' 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.
VAR. D.U.&
L.M.A.E.&
P.A.E.
N.E. Cor., N.W.1/4
Sec. 3 1-T1 8N-R4 E
Found Ha rris o n Mon u..
per H.C.S . Ti e s
40' SETBACK
40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E. EX. 50' R/WINST. #___________10' B.L.&D.&.U.E. 10' B.L.&D.&.U.E.
VAR. D.U.&
L.M.A.E.&P.A.E.5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L. 5' B.L. 5' B.L.
5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.5'
B
.
L
.5' B.L. & U.E. 5' B.L. & U.E.5' B.L.&U.E.Auman Drive East 67
68
69
70
71
72
73
74
EX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.
5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.
40' SETBACK
5' B.L. 5' B.L.10' B.L.&D.&.U.E.
10
'
B.
L
.
&
D
.
&.U
.
E
.
67
68
69
70
71
72
73
74
CROSSWALKCROSSWALK CROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W WW W W WW W W W W W W
W W W W W W W W WSD
EXTEND
EX. LAT. 7 L.F.
EX. 179
EXTEND
EX. LAT. 8 L.F.
EX. 177
EXTEND
EX. LAT. 7 L.F.
EX. 180
EXTEND
EX. LAT. 7 L.F.
EX. 181
EXTEND
EX. LAT. 8 L.F.
EX. 178
18 L.F.-6"
WYE + LAT
STA. 5+24
143
18 L.F.-6"
WYE + LAT
STA. 6+36
145
18 L.F.-6"
WYE + LAT
STA. 5+80
144
18 L.F.-6"
WYE + LAT
STA. 7+48
147
18 L.F.-6"
WYE + LAT
STA. 6+92
146
16 L.F.-6"
WYE + LAT
STA. 9+59
153
18 L.F.-6"
WYE + LAT
STA. 8+90
148
18 L.F.-6"
WYE + LAT
STA. 9+42
149
18 L.F.-6"
WYE + LAT
STA. 9+95
150
16 L.F.-6"
WYE + LAT
STA. 10+23
151
16 L.F.-6"
WYE + LAT
STA. 9+91
152
16 L.F.-6"
WYE + LAT
STA. 8+96
155
16 L.F.-6"
WYE + LAT
STA. 9+28
154
16 L.F.-6"
WYE + LAT
STA. 8+64
156
16 L.F.-6"
WYE + LAT
STA. 7+58
158
16 L.F.-6"
WYE + LAT
STA. 7+90
157
16 L.F.-6"
WYE + LAT
STA. 7+27
159
16 L.F.-6"
WYE + LAT
STA. 6+95
160
16 L.F.-6"
WYE + LAT
STA. 6+63
161
16 L.F.-6"
WYE + LAT
STA. 6+31
162
16 L.F.-6"
WYE + LAT
STA. 6+00
163
16 L.F.-6"
WYE + LAT
STA. 5+68
164
16 L.F.-6"
WYE + LAT
STA. 5+36
165
166
18 L.F.-6"
WYE + LAT
STA. 10+58
221
18 L.F.-6"
WYE + LAT
STA. 11+10
220
16 L.F.-6"
WYE + LAT
STA. 10+55
222
16 L.F.-6"
WYE + LAT
STA. 10+86
223
16 L.F.-6"
WYE + LAT
STA. 11+18
224
16 L.F.-6"
WYE + LAT
STA. 11+50
225
18 L.F.-6"
WYE + LAT
STA. 11+67
219
16 L.F.-6"
WYE + LAT
STA. 11+81
226
16 L.F.-6"
WYE + LAT
STA. 12+73
227
18 L.F.-6"
WYE + LAT
STA. 12+92
218
16 L.F.-6"
WYE + LAT
STA. 13+01
228
16 L.F.-6"
WYE + LAT
STA. 13+33
229 18 L.F.-6"
WYE + LAT
STA. 13+48
217
18 L.F.-6"
WYE + LAT
STA. 13+84
216
15 L.F.-6"
WYE + LAT
STA. 0+07
18216 L.F.-6"
WYE + LAT
STA. 0+16
176
15 L.F.-6"
WYE + LAT
STA. 0+39
183
15 L.F.-6"
WYE + LAT
STA. 0+60
184
16 L.F.-6"
WYE + LAT
STA. 0+48
175
16 L.F.-6"
WYE + LAT
STA. 0+79
174
15 L.F.-6"
WYE + LAT
STA. 0+82
185
16 L.F.-6"
WYE + LAT
STA. 1+11
173
15 L.F.-6"
WYE + LAT
STA. 1+02
186
16 L.F.-6"
WYE + LAT
STA. 1+43
172
15 L.F.-6"
WYE + LAT
STA. 1+34
187
16 L.F.-6"
WYE + LAT
STA. 1+75
171
15 L.F.-6"
WYE + LAT
STA. 1+53
188
15 L.F.-6"
WYE + LAT
STA. 1+71
189
16 L.F.-6"
WYE + LAT
STA. 2+06
170
15 L.F.-6"
WYE + LAT
STA. 2+02
190
15 L.F.-6"
WYE + LAT
STA. 2+24
191
16 L.F.-6"
WYE + LAT
STA. 2+37
169 15 L.F.-6"
WYE + LAT
STA. 2+45
192
15 L.F.-6"
WYE + LAT
STA. 2+67
193
16 L.F.-6"
WYE + LAT
STA. 2+70
168
16 L.F.-6"
WYE + LAT
STA. 3+61
239 16 L.F.-6"
WYE + LAT
STA. 3+69
194
17 L.F.-6"
WYE + LAT
STA. 3+87
19516 L.F.-6"
WYE + LAT
STA. 3+90
238
16 L.F.-6"
WYE + LAT
STA. 4+06
19616 L.F.-6"
WYE + LAT
STA. 4+17
237
15 L.F.-6"
WYE + LAT
STA. 4+37
197
15 L.F.-6"
WYE + LAT
STA. 4+60
198
15 L.F.-6"
WYE + LAT
STA. 4+79
199
17 L.F.-6"
WYE + LAT
STA. 4+93
200
26 L.F.-6"
WYE + LAT
STA. 4+98
20145 L.F.-6"
WYE + LAT
STA. 5+03
202
16 L.F.-6"
WYE + LAT
STA. 0+22
213
17 L.F.-6"
WYE + LAT
STA. 0+41
214
22 L.F.-6"
WYE + LAT
STA. 0+44
215
16 L.F.-6"
WYE + LAT
STA. 0+10
212
17 L.F.-6"
WYE + LAT
STA. 0+28
211
17 L.F.-6"
WYE + LAT
STA. 0+38
230
16 L.F.-6"
WYE + LAT
STA. 0+45
210
16 L.F.-6"
WYE + LAT
STA. 0+66
231
16 L.F.-6"
WYE + LAT
STA. 0+74
209
16 L.F.-6"
WYE + LAT
STA. 0+95
232
17 L.F.-6"
WYE + LAT
STA. 0+97
208
16 L.F.-6"
WYE + LAT
STA. 1+16
207
16 L.F.-6"
WYE + LAT
STA. 1+24
233
16 L.F.-6"
WYE + LAT
STA. 1+48
206
16 L.F.-6"
WYE + LAT
STA. 1+53
234
17 L.F.-6"
WYE + LAT
STA. 1+66
205
16 L.F.-6"
WYE + LAT
STA. 1+81
235
16 L.F.-6"
WYE + LAT
STA. 1+85
204
36 L.F.-6"
WYE + LAT
STA. 1+98
203
19 L.F.-6"
WYE + LAT
STA. 2+03
236> o o o > o o o> o o o> o o o> o o o10' PATH5' B.L.5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.40' SETBACK CROSSWALKVAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E. 5' D.&U.E.GILDER DRIVE
(Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE
(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY
(Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)ASTOR LANE(Private)ASTOR LANE(Private)31'
D.U.&S.S.E.
91.5' R/W50' R/W45.75' R/W EX. 45.75' HALF R/W
91.5' R/W
91.5' R/W
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.31' 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-B21' I.E.E.
B-B
21' I.E.E.
B-B
20' I.E.E.
B-B
21' I.E.E.
B-B
21' I.E.E.B-B21' I.E.E.
B-B
CROSSWALK
21' I.E.E.
B-B
300' L.F. 6" SSD 364' L.F. 6" SSD107 ' L.F. 6" SSD51' L.F. 6" SSDRISER
T.C.=852.1
RISER
T.C.=853.1
RISER
T.C.=852.4
RISER
T.C.=845.8 50' R/W21' I.E.E.
B-B
8'
(TYP.)22'(TYP.)20'
B-B
20'
B-B 20'
B-B
20'
B-B
20'
B-B 20'
B-B
20'
B-B
20'
B-B20'B-B 30'B-B50' R/W30'B-B20'B-B20'(TYP.)9'
(TYP.)
20'
(TYP.)9'(TYP.)9'
(TYP.)20'(TYP.)9'
(TYP.)
8'
(TYP.)8'(TYP.)8'(TYP.)8'
(TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E.
5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.SECTION 4
SECTION 3
SECTION 4
SECTION 3
510
509
507
504
506 503
513 508 514
502A
498
497
511
517
499
496
502B
518
502
417
512
501 495
500
493
492
457
491
453494
502C 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. T.C.=847.71
T.C.=854.67
T.C.=853.57
T.C.=854.99 T.C.=853.60
T.C.=853.11
T.C.=852.14
MANHOLE #812
STA. 6+69
MANHOLE #816
STA. 10+39
MANHOLE #819
STA. 13+28
MANHOLE #820
STA. 14+61
MANHOLE #822
STA. 0+49
MANHOLE #821
STA. 2+08
MANHOLE #818
STA. 5+08
MANHOLE #817
STA. 4+00
EX. MANHOLE #807
STA. 0+00
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860 MANHOLE #822STA. 0+49TC=855.2849 L.F.
2
.
0
0
%
8
"
S.D.R. 3
5
P
.
V
.
C
846.72
847.70 MANHOLE #820STA. 14+61TC=854.998" S.D.R. 35 P.V.C W
INV.=846.72
8" S.D.R. 35 P.V.C S
INV.=844.45
8" S.D.R. 35 P.V.C E
INV.=845.03
SECTION 4
PROPOSED GRADE
EXISTING GRADE
8" WATER
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860MANHOLE #820STA. 14+61TC=854.99MANHOLE #821STA. 2+08TC=853.60208 L.F. 0.45%8" S.D.R. 35 P.V.C845.03
845.97
8" S.D.R. 35 P.V.C W
INV.=846.72
8" S.D.R. 35 P.V.C S
INV.=844.45
8" S.D.R. 35 P.V.C E
INV.=845.03
SECTION 4
PROPOSED GRADE
EXISTING GRADE 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 & PROFILEC501
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
I
T
E
S
G
E
E
O
TS R
P
RTE WLE
D EHVADI R
J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF
S
File Name: S:\65840BKM-S3\DWG\C500 Sanitary Plan and Profile.dwg - C501Modified / By: December 12, 2019 9:00:58 AM / dmetzPlotted / By: October 6, 2020 9:11:01 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