HomeMy WebLinkAboutC050.1 - SANITARY PLAN AND PROFILE 2TOWNE MEADOW DRIVE
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MH-ETM09
MH-ETM08
MH-ETM04MH-ETM05
MH-ETM07
MH-ETM06
400 LF - 8 inch PVC
@ 0.45%300 LF - 8 inch PVC
@ 0.45%
153 LF - 8 inch SDR-26
@ 0.45% 452 LF - 8 inch SDR-26
@ 0.45%
89 LF - 8 inch SDR-26
@ 0.45%
LF - 8 inch SDR-26
0.45%WWWWWWWWWWFH 3
FH 5
FH 4
22.50° BEND
11.25° BEND
11.25° BEND
11.25° BEND
89.914 LF - 6"
WYE + LAT
STA 0+5
91 LF - 6"
WYE + LAT
STA 0+73
91 LF - 6"
WYE + LAT
STA 1+83
91 LF - 6"
WYE + LAT
STA 2+78
25 LF - 6"16 LF - 6"16 LF - 6" 16 LF - 6"
9.274 LF - 6"
WYE + LAT
STA 0+43
15 LF - 6"
WYE + LAT
STA 0+97
15 LF - 6"
WYE + LAT
STA 1+97
15 LF - 6"
WYE + LAT
STA 2+97
15 LF - 6"
WYE + LAT
STA 3+97
19 LF - 6"
WYE + LAT
STA 0+55
87 LF - 6"
WYE + LAT
STA 1+81
19 LF - 6"
WYE + LAT
STA 1+55
19 LF - 6"
WYE + LAT
STA 2+50
87 LF - 6"
WYE + LAT
STA 2+81
87 LF - 6"
WYE + LAT
STA 3+81
19 LF - 6"
WYE + LAT
STA 3+60
19 LF - 6"
WYE + LAT
STA 4+55
87 LF - 6"
WYE + LAT
STA 4+81
19 LF - 6"
WYE + LAT
STA 5+55
87 LF - 6"
WYE + LAT
STA 5+81
19 LF - 6"
WYE + LAT
STA 6+55
49 LF - 6"
WYE + LAT
STA 6+94
RISER
SSD. RISER
894.07
SSD. RISER
892.08
6" SSD. 92 LF
6" SSD. 294 LF
6" SSD. 90 LF 6" SSD. 22 LF
SSD. RISER
892.07
SSD. RISER
892.05
6" SSD. 190 LF
6" SSD. 188 LF
LF
SSD. RISER
893.07
6" SSD. 93 LF 6" SSD. 296 LF
SSD. RISER=891.41
INV=890.25
SSD. RISER=892.78
INV=890.48
6" SSD. 201 LF
SSD. RISER
892.33
SSD. RISER
892.00
SSD. RISER=891.28
INV=888.17
6" SSD. 143 LF
VB 5
VB 6 VB 7
IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
865
870
875
880
885
890
895
900
452 LF - 8 i nch SDR-26
@ 0.45%
400 LF - 8 inch PVC
@ 0.45%
MH-ETM05
RIM: 893.91
IE: 884.67 (E)
IE: 884.57 (W)
300 LF - 8 i nch PVC
@ 0.45%
MH-ETM06
RIM: 891.29
IE: 883.22 (E)
IE: 883.12 (SW)
153 LF - 8 inch SDR-26
@ 0.45%
MH-ETM07
RIM: 893.00
IE: 882.43 (NE)
IE: 882.33 (W)
MH-ETM04
RIM: 894.85
IE: 886.47 (W)
EXISTING GRADE
PROPOSED GRADE
TOWNE MEADOW DR.21" RCP
INV. = 888.62
CROWN = 890.60
893.2892.2891.7891.6891.9893.0893.5892.2889.6886.6887.2888.5889.9890.3890.9891.6891.9892.3892.6892.6892.6892.6892.3891.9892.1894.70894.54893.90893.74893.10892.94892.81892.92892.65892.16 891.86892.29892.23892.72893.05893.73894.01893.82893.63893.57893.78894.22894.41894.74894.927+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
STA:11+99.65
ELEV:891.87
8" WATER MAIN
INV. = 886.66
36" RCP
INV. = 886.28
CROWN = 889.61
CROWN = 889.61
36" RCP
INV. = 886.28
DRAWING NO.
C5.1
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTION DATE NO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018 JORPLDJORCARMEL INDIANASANITARY SEWER PLAN &PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 5.2FOR CONTINUATION SEE SHEET 5.4Know what'sbelow.
before you dig. Call
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NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND
SIZE OF ALL EXISTING UTILITIES PRIOR TO ORDERING
MATERIALS OR BEGINNING UTILITY WORK.
CONTRACTOR TO NOTIFY ENGINEER OF ANY
DISCREPANCIES IMMEDIATELY.
2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID
STORM STRUCTURES IN PAVEMENT SHALL BE NEENAH
R-2502 WITH TYPE D LID OR APPROVED EQUAL, AND
FRAME AND CLOSED LID STORM STRUCTURES IN
PAVEMENT SHALL BE NEENAH R-1772 OR APPROVED
EQUAL. FRAME AND OPEN LID STORM STRUCTURES IN
OPEN SPACE SHALL BE R-4340-B OR APPROVED EQUAL.
ALL FRAME AND GRATES SHALL CONFORM TO LOCAL
MUNICIPALITY REQUIREMENTS. FRAME AND CLOSED LID
STORM STRUCTURES LOCATED WITHIN AN ACCESSIBLE
ROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OR
EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1”
DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICK
HOLE.”
3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION
PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE.
SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE
LIGHTING INFORMATION.
KEY MAP
N.T.S.
870
865
900
895
890
885
880
875
08/20/20