HomeMy WebLinkAboutC500 - Sanitary Plan & Profile-C501Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)
James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758VAR. B.M.P.E.&R.D.E.30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
PERGOLA
W/ BENCH
PERGOLA
W/ BENCHES
PERGOLA
5' SIDEWALK
5' SIDEWALK
5'
S
I
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W
A
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5' SI
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A
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VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
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50' R.52' R/W
52' R/W40' R.
30' B-B
30' B-B52' R/W
30' B-B
52' R/W30' B-BWC.A.#1-4
C.A.#1-3
85
5854855855854855856856855856 857857855855854855855
855855853854853854856855855
8
5
5
8
5
4
855850855846847848849851852853854850
855
855
846
847
848
849
851
852
853
854
855
855856856855
855
17 L.F.-6"
WYE + LAT
STA. 12+59
2
19 L.F.-6"
WYE + LAT
STA. 11+90
3
19 L.F.-6"
WYE + LAT
STA. 11+31
4
23 L.F.-6"
WYE + LAT
STA. 10+51
5
26 L.F.-6"
WYE + LAT
STA. 9+86
6
64 L.F.-6"
WYE + LAT
STA. 0+70
7
18 L.F.-6"
WYE + LAT
STA. 1+36
8
19 L.F.-6"
WYE + LAT
STA. 1+99
9
15 L.F.-6"
WYE + LAT
STA. 2+19
10
65 L.F.-6"
WYE + LAT
STA. 2+44
11
113 L.F.-6"
WYE + LAT
STA. 1+96
12
112 L.F.-6"
WYE + LAT
STA. 1+62
13
69 L.F.-6"
WYE + LAT
STA. 1+08
14
20'
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1
5
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.40'SPILLWAYEL.=853.502
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15' R.D.E.
15' R.D.E.xxxxxxxxx x x x
C.O.
C.O.
855
852853854
856853854855
853854
855
853854
85610' S.S.E.
10' S.S.E.25' R.D.E.25' R.D.E
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25' R.
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(LOCAL)KEATON CIRCLE(LOCAL)85685685785685720'
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.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.10' L.B.E.VAR. T.P.E.5' L.B.E.C.O.853854*855854856854855855TYPE III
TYPE III
TYPE III
856
MANHOLE #JGV809
STA. 2+36
MANHOLE #JGV808
STA. 0+63
MANHOLE #JGV806
STA. 0+00
MANHOLE #JGV804
STA. 0+00
MANHOLE #JGV810
STA. 2+19
19 L.F.-6"
WYE + LAT
STA. 2+29
FUT. LAT
LOT #20
19 L.F.-6"
WYE + LAT
STA. 2+13
FUT. LAT
LOT #21
20 L.F.-6"
WYE + LAT
STA. 1+85
FUT. LAT
LOT #22
21 L.F.-6"
WYE + LAT
STA. 1+23
FUT. LAT
LOT #23
21 L.F.-6"
WYE + LAT
STA. 0+95
FUT. LAT
LOT #24
22 L.F.-6"
WYE + LAT
STA. 0+67
FUT. LAT
LOT #25
154 L.F.-6"
WYE + LAT
STA. 1+69
FUT. LAT
35 L.F.-6"
WYE + LAT
STA. 2+36
FUT. LAT
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860 MANHOLE #JGV804STA. 0+00TC=856.99MANHOLE #JGV810STA. 2+19TC=856.248'' SDR-35 PVC S
INV.=848.19
8'' SDR-35 PVC E
INV.=848.09
8'' SDR-35 PVC N
INV.=848.29
PROPOSED GRADE
EXISTING GRADE
219 L.F. 0.42% 8'' SDR-35 PVC
848.29
849.21
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860MANHOLE #JGV808STA. 0+63TC=856.2463 L.F. 0.42% 8''
SDR-35 PVC
849.63 849.90MANHOLE #JGV806STA. 0+00TC=856.208'' SDR-35 PVC SE
INV.=849.53
8'' SDR-35 PVC NW
INV.=849.43
8'' SDR-35 PVC NE
INV.=849.63 KEATON DRIVEPROPOSED GRADE
EXISTING GRADE MANHOLE #JGV809STA. 2+36TC=856.84173 L.F. 0.42% 8'' SDR-35 PVC
850.00
850.73 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 & PROFILEC501.60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C500 - Sanitary Plan & Profile.dwg - C501Modified / By:March 20, 2022 4:38:17 PM / ecarsonPlotted / By:March 20, 2022 4:46:42 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECGRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTES
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.
INSTALL PROPOSED SANITARY
LATERAL FOR LOT#11 INTO STR. #808
INV. ELEV.= 849.88
INSTALL PROPOSED SANITARY
LATERAL FOR FUT. CONNECTION
INTO STR. #JGV809
INV. ELEV.= 851.40
NOTE:
WATERTIGHT BOLTED AND
GASKETED CASTING ARE
REQUIRED FOR NMAHOLE #808
NOTE:
WATERTIGHT BOLTED AND
GASKETED CASTING ARE
REQUIRED FOR NMAHOLE #808