HomeMy WebLinkAboutC500 - Sanitary Plan & Profile-C500S
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Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758S
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S SVAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)
25'
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JACKSON'S GRANT VILLAGE
SECTION 1
Inst. No. ____________
Plat Cab. 6, Slide 6
SPRINGMILL ROADW. 116th STREET
12
19
15
11
18
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16
13
14
1 SPRINGMILL ROAD(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE
A
T
O
N
D
R
I
V
E
(L
O
C
A
L
)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)WWW*
*
VAR. T.P.E.
VAR. SI
G
N E
ASE
ME
NT
50' 1/2 R/W
50' 1/2 R/W
W W W
WWWWWWW*
W W W W W W
W W W W
W W
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
14 L.F.-6"
WYE + LAT
STA. 0+27
35
14 L.F.-6"
WYE + LAT
STA. 0+51
36
15 L.F.-6"
WYE + LAT
STA. 0+79
37
15 L.F.-6"
WYE + LAT
STA. 0+98
38
14 L.F.-6"
WYE + LAT
STA. 1+34
39
14 L.F.-6"
WYE + LAT
STA. 0+87
40
14 L.F.-6"
WYE + LAT
STA. 0+78
41
13 L.F.-6"
WYE + LAT
STA. 0+31
42
27 L.F.-6"
WYE + LAT
STA. 2+72
43
27 L.F.-6"
WYE + LAT
STA. 3+00
44
27 L.F.-6"
WYE + LAT
STA. 3+28
45
27 L.F.-6"
WYE + LAT
STA. 3+57
46
27 L.F.-6"
WYE + LAT
STA. 3+76
47
31 L.F.-6"
WYE + LAT
STA. 0+15
59
31 L.F.-6"
WYE + LAT
STA. 0+43
60
31 L.F.-6"
WYE + LAT
STA. 0+71
61
31 L.F.-6"
WYE + LAT
STA. 0+99
62
27 L.F.-6"
WYE + LAT
STA. 2+38
63
27 L.F.-6"
WYE + LAT
STA. 2+66
64
27 L.F.-6"
WYE + LAT
STA. 2+94
65
27 L.F.-6"
WYE + LAT
STA. 3+27
66
16 L.F.-6"
WYE + LAT
STA. 1+40
FUTURE
10 L.F.-6"
WYE + LAT
STA. 1+43
FUTUREWWWWW856856857857857855853854856855856
856
855
852852853854
855
852853854855853854856 856857855856857855
855
854
854855855
856
855
855854
855 855855856855854856W
W
855
855
856
856
ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)856
856
856 855855856855
10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L.
10' D.U.&S.S.E
.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
**
*
*
*
*
***
*
*
*
*
17 L.F.-6"
WYE + LAT
STA. 0+36
FUTURE
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.&U.E.10' B.L.21' D.&U.E.
30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.
FUT. BLDG.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
45,425 sq.ft.85585385485585285385485585
5
85
2
85
3
85
4855853854856855
855
855
85
6
8
5
7
855*
*
*855855
855
856
856
855
856857856857857857856
857 857856856856856 *
856
13' D.U.&S.S.E.
30' D.U. & S.S.E.10' B.L.10' B.L.WWWVILLAGE CORNER COURT(PRIVATE)60' 1/2 R/W85285385464 L.F.-6"
WYE + LAT
STA. 3+11
EX. LAT
LOT #50
10 L.F.-6"
WYE + LAT
STA. 8+72
EX. LAT
LOT #26
10 L.F.-6"
WYE + LAT
STA. 8+44
EX. LAT
LOT #27
10 L.F.-6"
WYE + LAT
STA. 8+16
EX. LAT
LOT #28 10 L.F.-6"
WYE + LAT
STA. 7+57
EX. LAT
LOT #29 10 L.F.-6"
WYE + LAT
STA. 7+28
EX. LAT
LOT #30 10 L.F.-6"
WYE + LAT
STA. 6+99
EX. LAT
LOT #31
10 L.F.-6"
WYE + LAT
STA. 6+44
EX. LAT
LOT #32 10 L.F.-6"
WYE + LAT
STA. 6+16
EX. LAT
LOT #33
10 L.F.-6"
WYE + LAT
STA. 5+84
EX. LAT
LOT #34
22 L.F.-6"
WYE + LAT
STA. 0+67
EX. LAT
LOT #25
21 L.F.-6"
WYE + LAT
STA. 0+95
EX. LAT
LOT #24
21 L.F.-6"
WYE + LAT
STA. 1+23
EX. LAT
LOT #23
20 L.F.-6"
WYE + LAT
STA. 1+85
EX. LAT
LOT #22
19 L.F.-6"
WYE + LAT
STA. 2+13
EX. LAT
LOT #21
19 L.F.-6"
WYE + LAT
STA. 2+29
EX. LAT
LOT #20
64 L.F.-6"
WYE + LAT
STA. 3+67
EX. LAT
LOT #48
64 L.F.-6"
WYE + LAT
STA. 3+35
EX. LAT
LOT #49
64 L.F.-6"
WYE + LAT
STA. 2+85
EX. LAT
LOT #51
64 L.F.-6"
WYE + LAT
STA. 2+25
EX. LAT
LOT #52
64 L.F.-6"
WYE + LAT
STA. 1+97
EX. LAT
LOT #53
64 L.F.-6"
WYE + LAT
STA. 1+69
EX. LAT
LOT #54
31 L.F.-6"
WYE + LAT
STA. 0+87
EX. LAT
LOT #55
31 L.F.-6"
WYE + LAT
STA. 1+15
EX. LAT
LOT #56
31 L.F.-6"
WYE + LAT
STA. 1+43
EX. LAT
LOT #57
31 L.F.-6"
WYE + LAT
STA. 1+75
EX. LAT
LOT #58
65 L.F.-6"
WYE + LAT
STA. 1+89
EX. LAT
LOT #71
65 L.F.-6"
WYE + LAT
STA. 2+29
EX. LAT
LOT #70
65 L.F.-6"
WYE + LAT
STA. 2+57
EX. LAT
LOT #69
65 L.F.-6"
WYE + LAT
STA. 2+85
EX. LAT
LOT #68
65 L.F.-6"
WYE + LAT
STA. 3+13
EX. LAT
LOT #67
16 L.F.-6"
WYE + LAT
STA. 2+70
EX. LAT
FUT. BLDG.
MANHOLE #JGV815
STA. 3+37
MANHOLE #JGV818
STA. 1+41
MANHOLE #JGV820
STA. 1+05
MANHOLE #JGV814
STA. 1+07
MANHOLE #JGV819
STA. 1+48
MANHOLE #JGV816
STA. 0+00
MANHOLE #JGV817
STA. 3+82
EX. MANHOLE #JGV809
STA. 2+38
EX. MANHOLE #JGV808
STA. 0+65
EX. MANHOLE #JGV803
STA. 7+73
EX. MANHOLE #JGV802
STA. 5+99
EX. MANHOLE #JGV801
STA. 0+00
EX. MANHOLE #JGV811
STA. 1+36
EX. MANHOLE #JGV812
STA. 3+27
EX. MANHOLE #JGV813
STA. 2+18
EX. MANHOLE #JGV800
STA. 1+45
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860 MANHOLE #JGV818STA. 1+41TC=855.508'' SDR-35 PVC S
INV.=847.67
8'' SDR-35 PVC N
INV.=847.57
8'' SDR-35 PVC E
INV.=847.77
8'' SDR-35 PVC W
INV.=847.77MANHOLE #JGV816STA. 0+00TC=855.72PROPOSED GRADE
EXISTING GRADE
141 L.F. 0.42% 8" SDR-35 PVC
847.77
848.36
18" MIN8" WATER
SAN JGV816-JGV819
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860MANHOLE #JGV816STA. 0+00TC=855.72MANHOLE #JGV819STA. 1+48TC=856.038'' SDR-35 PVC S
INV.=847.67
8'' SDR-35 PVC N
INV.=847.57
8'' SDR-35 PVC E
INV.=847.77
8'' SDR-35 PVC W
INV.=847.77
18'' RCP
INV=849.84
PROPOSED GRADE
EXISTING GRADE
148 L.F. 0.42% 8" SDR-35 PVC
847.77
848.39
FUTURE GRADE
CONC. CRADLE
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860MANHOLE #JGV815STA. 3+37TC=854.90119 L.F. 0.42% 8'' SDR-35 PVC
845.62
846.12
PROPOSED GRADE
EXISTING GRADEEX. MANHOLE #JGV813STA. 2+18TC=854.578'' SDR-35 PVC W
INV.=845.42
SAN JGV813-JGV814
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860MANHOLE #JGV814STA. 1+07TC=855.65PROPOSED GRADE
EXISTING GRADE
107 L.F
.
3
.
2
5
%
8''
S
D
R
-
3
5
P
V
C
845.52
849.01EX. MANHOLE #JGV813STA. 0+00TC=854.578'' SDR-35 PVC W
INV.=845.42
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860MANHOLE #JGV820STA. 1+05TC=856.39PROPOSED GRADE
EXISTING GRADE
105 L.F.
2
.
3
1
%
8
"
S
D
R
-
3
5
P
V
C
845.86
848.29
8'' SDR-35 PVC W
INV.=845.76
8'' SDR-35 PVC E
INV.=845.86
8'' SDR-35 PVC N
INV.=845.66MANHOLE #JGV801STA. 0+00TC=855.66SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860MANHOLE #JGV817STA. 3+82TC=855.3912'' RCP
INV=850.05
8'' SDR-35 PVC S
INV.=847.67
8'' SDR-35 PVC N
INV.=847.57
8'' SDR-35 PVC E
INV.=847.77
8'' SDR-35 PVC W
INV.=847.77MANHOLE #JGV816STA. 2+25TC=855.72PROPOSED GRADE
158 L.F. 0.42% 8" SDR-35 PVC
847.67
848.33
225 L.F. 0.42% 8" SDR-35 PVC
846.63
847.57EX. MANHOLE #JGV811STA. 0+00TC=855.608'' SDR-35 PVC W
INV.=846.43
8'' SDR-35 PVC E
INV.=846.53
EXISTING GRADE
CONC. CRADLE
SANITARY SEWER
STRUCTURE & PIPE TABLE
STR.#
JGV814
JGV815
JGV816
JGV817
JGV818
JGV819
JGV820
TYPE
4' MH
4' MH
4' MH
4' MH
4' MH
4' MH
4' MH
T.C.
855.65
854.90
855.72
855.39
855.50
856.03
856.39
CASTING
TYPE
R-1772
R-1772
R-1772
R-1772
R-1772
R-1772
R-1772
DIA.
IN
8"
8"
8"
DIR.
IN
S
E
W
INV.
IN
847.67
847.77
847.77
DIA.
OUT
8"
8"
8"
8"
8"
8"
8"
DIR.
OUT
W
N
N
N
E
W
N
INV.
OUT
849.01
846.12
847.57
848.33
848.36
848.39
848.29
SLOPE
3.25%
0.42%
0.42%
0.42%
0.42%
0.42%
2.31%
PIPE
813-814
813-815
816-817
811-816
816-819
816-818
816-817
816-818
816-819
801-820
LENGTH
107'
119'
158'
225'
148'
141'
158'
141'
148'
105'
MATERIAL
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC
SDR-35 PVC DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SANITARY SEWER PLAN & PROFILEC500.60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C500 - Sanitary Plan & Profile.dwg - C500Modified / By:June 14, 2022 11:35:53 AM / RMorrisPlotted / By:September 29, 2022 11:27:36 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2NOTES
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) 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 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.
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.
LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
DENOTES FULL DEPTH GRANULAR BACKFILL
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.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT