HomeMy WebLinkAboutC050.2 - SANITARY PLAN AND PROFILE 3SE AG ro up ,La nd S urv eyo rs
TRAILBLAZERJASMINE DRIVE
****** MH-ETM10
MH-ETM09
MH-ETM08
89 LF - 8 inch SDR-26
@ 0.45%
213 LF - 8 inch SDR-26
@ 0.45%
283 LF - 8 inch SDR-26
@ 0.45%
W
W
W
W
89.326 LF - 6"
WYE + LAT
STA 1+16
90.594 LF - 6"
WYE + LAT
STA 1+83
94.448 LF - 6"
WYE + LAT
STA 0+34
99.646 LF - 6"
WYE + LAT
STA 1+22
93.813 LF - 6"
WYE + LAT
STA 2+03
96.126 LF - 6"
WYE + LAT
STA 0+32
89.914 LF - 6"
WYE + LAT
STA 0+5
91 LF - 6"
WYE + LAT
STA 0+73
15.689 LF - 6"
WYE + LAT
STA 1+68
90 LF - 6"
WYE + LAT
STA 1+56 16 LF - 6"
WYE + LAT
STA 1+77
16 LF - 6"
WYE + LAT
STA 0+65
9.274 LF - 6"
WYE + LAT
STA 0+43
15 LF -6"
WYE +LAT
STA 0+97
6" SSD. 207 LF
6
"
S
SD
.
3
0
9
L
F
6" SSD. 204 LF6" SSD. 90 LF6" SSD. 22 LF 6" SSD. 210 LF 6" SSD. 51 LF
6" SSD. 220 LF|
865
870
875
880
885
890
895
900
283 LF - 8 inch SDR-26
@ 0.45%
MH-ETM10
RIM: 895.62
IE: 878.74 (N)
IE: 878.84 (E)
IE: 878.64 (S)
MH-ETM09
RIM: 895.62
IE: 879.79 (NE)
IE: 879.69 (S)
89 LF - 8 i nch SDR-26
@ 0.45%
MH-ETM08
RIM: 895.40
IE: 880.29 (E)
IE: 880.19 (SW)UNIVERSITY CT.15" RCP
INV. = 889.43
CROWN = 890.86
15" RCP
INV. = 890.40
CROWN = 891.84
8" WATER MAIN
INV. = 890.1
MH-KM407
RIM 886.47
PR. 8" PVC
IE: 877.37 (N)
EX. 10" PVC
IE: 877.27 (S)896.0895.5894.5894.1893.9893.8893.9894.2894.4894.6894.6894.0893.6893.2896.08895.53895.72896.32896.04895.06895.87895.69894.74895.77895.74895.68895.35894.700+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
213 LF - 8 inch SDR-26
@ 0.45%
DRAWING NO.
C5.2
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANASANITARY SEWER PLAN &PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 5.3
Know what'sbelow.
before you dig. Call
R
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.
08/20/20