HomeMy WebLinkAboutC050.3 - SANITARY PLAN AND PROFILE 4SEAGroup, LandS urveyors
S EA Gr oup ,L and Surve yo rs
MH-KM407
TRAILBLAZER COURT
JASMINE DRIVE* *
*
*
* * MH-ETM10
MH-ETM09
MH-ETM11
213 LF - 8 inch SDR-26
@ 0.45%
283 LF - 8 inch SDR-26
@ 0.45%
416 LF - 8 inch SDR-26
@ 1.84%WWWWW89.326 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
15.689 LF - 6"
WYE + LAT
STA 1+68
90 LF - 6"
WYE + LAT
STA 1+56
90 LF - 6"
WYE + LAT
STA 2+51
90 LF - 6"
WYE + LAT
STA 3+52
96 LF - 6"
WYE + LAT
STA 4+05
25 LF - 6"
WYE + LAT
STA 4+13
16 LF - 6"
WYE + LAT
STA 3+72
16 LF - 6"
WYE + LAT
STA 2+72
16 LF - 6"
WYE + LAT
STA 1+77
16 LF - 6"
WYE + LAT
STA 0+65
STA 0+43
6" SSD. 207 LF 6" SSD. 204 LF
6" SSD. 92 LF
6" SSD. 294 LF
6" SSD. 90 LF 6" SSD. 22 LF
6" SSD. 210 LF6"865
870
875
880
885
890
895
900
865
870
875
880
885
890
895
900
MH-ETM10
RIM: 895.62
IE: 878.74 (N)
IE: 878.84 (E)
IE: 878.64 (S)
MH-ETM11
RIM: 894.05
IE: 886.50 (W)
EXISTING GRADE
PROPOSED GRADE
15" RCP
INV. = 889.95
CROWN = 891.39
893.8893.5893.6893.9894.5895.1894.0892.9892.3895.62 895.34895.07895.13895.40895.52895.27894.66894.410+00 1+00 2+00 3+00 4+00
416 LF - 8 i nch SDR-26
@ 1.84%
DRAWING NO.
C5.3
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.comKnow 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