HomeMy WebLinkAboutC500 - Sanitary Plan & Profile-C500C.A.#38
S
S
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P.W.P.
P.W.P.
W
EX. 8'
P
A
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845850855
860
843844846847848849851851
851
852
853
854
856
857
858
859
861
862
863
845850842843844846847848849851851863
8
6
0
8568578
5
8
8
5
9
861
862
862855860851852
8
5
3
854 8568578588598
4
5
8
4
5
8
4
1
8
4
2
8
4
3
8
4
4
8448
4
6
8
4
6
8
4
7
8
4
7
84
0
84
1
8
4
2
8
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3 84484584284
3
8
4
4
84
5
84
5
85
0
844
844846
847
848
8
4
9
8458428428438448468458458458
4
6
8408
4
1
8
4
2
850
851
852
853
8458
4
4
846846847848849
8
5
0 5' SIDEWALK5' SIDEWALK5' SIDEWALK
STA. 8+89
WYE + LAT
29 L.F.-6"
334
STA. 8+35
WYE + LAT
30 L.F.-6"
335
STA. 7+71
WYE + LAT
30 L.F.-6"
336
STA. 7+06
WYE + LAT
30 L.F.-6"
337
STA. 6+52
WYE + LAT
51 L.F.-6"
338
STA. 6+42
WYE + LAT
105 L.F.-6"
339
STA. 6+32
WYE + LAT
104 L.F.-6"
340
STA. 5+77
WYE + LAT
104 L.F.-6"
341
STA. 5+55
WYE + LAT
99 L.F.-6"
342
STA. 5+29
WYE + LAT
112 L.F.-6"
343
STA. 4+68
WYE + LAT
112 L.F.-6"
344
STA. 3+55
WYE + LAT
112 L.F.-6"
345
STA. 2+94
WYE + LAT
112 L.F.-6"
346
STA. 2+22
WYE + LAT
110 L.F.-6"
347
STA. 1+50
WYE + LAT
4 L.F.-6"
348
STA. 1+40
WYE + LAT
6 L.F.-6"
349
STA. 1+07
WYE + LAT
43 L.F.-6"
350
STA. 1+29
WYE + LAT
51 L.F.-6"
351
STA. 2+84
WYE + LAT
5 L.F.-6"
352
STA. 3+70
WYE + LAT
5 L.F.-6"
353
STA. 4+34
WYE + LAT
5 L.F.-6"
354
STA. 4+97
WYE + LAT
5 L.F.-6"
355
30' B-BW W W W W W W
W
WWWWWWWWWWWW WW
WWWWWWWWWWWWWEXMOOR DRIVE
MEN
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EXMO
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30' B-B
5' SIDEWALK
10' B.
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10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.1
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5'
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5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALKC.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
CONTRACTOR TO FIELD
VERIFY AND CONNECT TO
EXISTING SANITARY STUB
CONTRACTOR TO REPLACE EXISTING STRUCTURE
JG607 CASTING WITH A WATERTIGHT CASTING.
(SEE DETAIL SHEET C800)
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
I
V
A
T
E
)VAR. BUFFER&L.B.&R.D.E.D2D1
I1
H1
E1E2
E3
G2
G3
G4
B1
B2
B3
B4
B5
B8
C1
C2
B6
G5
10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
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H2
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.15' T.P.E.15' T.P.E.15' T.P.E.50' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
0
'
D
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U
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&
S
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S
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.& I.E.E. & P.A.E.50' D.U. & S.S.E.
& I.E.E. & P.A.E.
MANHOLE #JG718
STA. 8+89
MANHOLE #JG717
STA. 6+52
MANHOLE #JG716
STA. 5+60
MANHOLE #JG715
STA. 1+90
MANHOLE #JG719
STA. 1+29
SCALE: 1"=50' HOR.
1"=5' VERT.
825
830
840
850
860
825
830
840
850
860 PREFABRICATED DROPMANHOLE #JG715STA. 1+90TC=852.80369 L.F. 0.45% 8" SDR-35 PVC 842.44
844.10MANHOLE #JG716STA. 5+60TC=859.0093 L.F. 0.45% 8" SDR-35 PVC
844.20844.62MANHOLE #JG717STA. 6+52TC=859.50237 L.F. 0.45% 8" SDR-35 PVC
844.72
845.78MANHOLE #JG718STA. 8+89TC=855.50EX. MH #JG607W/ WATER TIGHT CASTINGSTA. 0+00TC=841.868" SDR-35 PVC NW
INV.=842.44
8" SDR-35 PVC NE
INV.=844.96
8" PVC SE
INV.=832.25
18" R.C.P. CLASS III
INV.=847.86
21" R.C.P. CLASS III
INV.=845.33 EXMOOR DRIVE174 L.F. 0.78% 8" SDR
-
2
6
P
V
C
830.88
832.25
CONTRACTOR TO COORDINATE WITH
TRICO REGIONALSEWER UTILITY
FOR CONNECTION OF THE PROPOSED
8" SDR-26 MAIN TO THE EXTING (NW) STUB,
CONTRACTOR TO IMMEDIATELY NOTIFY
OWNER & ENGINEER OF ANY CHANGES
TO DESIGN SHOWN ON THESE PLANS.
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EX. 16 L.F. 0.45%
8" PVC
UP INV.=830.88
DOWN INV.=830.81
8" WATER54" COVERSCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
860
830
840
850
860
129 L.F. 0.45% 8" SDR-35 PVC
845.54
844.96 MANHOLE #JG719STA. 1+29TC=853.10PREFABRICATED DROPMANHOLE #JG715STA. 0+00TC=852.808" SDR-35 PVC NW
INV.=842.44
8" SDR-35 PVC NE
INV.=844.96
8" PVC SE
INV.=832.25
SDR-26 PVC SE
EXISTING GRADE
PROPOSED GRADE
855
851
851
852
853
854
856
857
858
30 L.F.-6"WYE + L
AT
STA. 5+18G1530 L.F.-6"WYE + L
AT
STA. 5+02G1430 L.F.-6"WYE + L
AT
STA. 4+87G1330 L.F.-6"WYE + L
AT
STA. 4+57G1230 L.F.-6"WYE + L
AT
STA. 4+42G1130 L.F.-6"WYE + LATSTA. 4+27G1030 L.F.-6"WYE + LATSTA. 3+96G930 L.F.-6"WYE + L
AT
STA. 3+81G830 L.F.-6"WYE + L
AT
STA. 3+66G7
30 L.F.-6"WYE + LATSTA. 3+36G630 L.F.-6"WYE + LATSTA. 3+20G530 L.F.-6"WYE + LATSTA. 3+05G430 L.F.-6"WYE + L
AT
STA. 2+75G3
30 L.F.-6"WYE + LATSTA. 2+60G2
30 L.F.-6"WYE + L
AT
STA. 2+45G1JG716
STA. 5+29
WYE + LAT
112 L.F.-6"
343
STA. 4+68
WYE + LAT
112 L.F.-6"
344
STA. 3+55
WYE + LAT
112 L.F.-6"
345
STA. 2+94
WYE + LAT
112 L.F.-6"
346
STA. 2+84
WYE + LAT
5 L.F.-6"
352
STA. 3+70
WYE + LAT
5 L.F.-6"
353
STA. 4+34
WYE + LAT
5 L.F.-6"
354
STA. 4+97
WYE + LAT
5 L.F.-6"
355
WWWWWWWWWWWWWWWWWWWE
XM
OO
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D
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C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
B3
B4
C1
C2
(P
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H2
I2
MANHOLE #JG716
STA. 5+60
MANHOLE #JG715
STA. 1+90 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 & PROFILEC500REVISED PER TRICO COMMENTS10/07/20JDTREVISED PER TRICO COMMENTS09/09/21AECADDED GRANULAR BACKFILL09/21/21AECREVISED PER CITY OF CARMEL COMMENTS10/21/21AEC60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C500 - Sanitary Plan & Profile.dwg - C500Modified / By:December 6, 2021 1:34:30 PM / ecarsonPlotted / By:December 6, 2021 2:59:02 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTNOTES
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
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY
FRINGE, AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)
GRAPHIC SCALE
( IN FEET )
1" = 30 FT