HomeMy WebLinkAbout22-0657 Revised SewerE
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LOT 25
0.36 ACRES
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1+550+001+000+001+00
1+61
SEWER RE-ALIGNMENT
PARALLEL TO LOT LINE
MH - (01)
STA 0+27.71
MH - (02)
STA 1+48.37
E-MH - (8C049)
STA 1+54.94
E-MH - (8C039)
STA 0+00.00
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0%12' L.F. OF 8" DI Pipe@ 0.50%PROPOSED GRAVITY WALL
4.0'8.0'8.0'4.0'4.0'PROPOSED SEWER EASEMENT
PROJECT
LOCATION
VICINITY MAP:BASIS OF BEARING:GRID NORTH, ARKANSASCOORDINATE SYSTEM, SOUTH ZONE BYGPS OBSERVATIONFOR USE AND BENEFIT OF:
117 S. Market Street,
Benton, Arkansas 72015
PH. (501)315-2626
FAX (501) 315-0024
www.hopeconsulting.com
C.A.D. BY:DRAWING NUMBER:DATE:
SHEET:
REVISED:K:\LAND PROJECTS 2004\SURVEYS\2022\22-0657 FS LOT 25 BLOCK 135 FALSTONE COURT\CIVIL\DWG\22-0657 FALSTONE COURT SEWER_DIFFERENTOPTIONS_06-13-2022.DWG CHECKED BY:
SCALE:
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
SEWER RELOCATION EXHIBIT
BLAKE SMITH
22-0657C-3.0
620S500
UTILITY PLAN
6/21/2022
UTILITY PLAN NOTES
1.ALL GRAVITY SEWER MAINS SHALL BE DUCTILE IRON (DI).
2.ALL WATER AND SEWER INFRASTRUCTURE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH LRWRA MASTER
SPECIFICATIONS.
3.THE FRONT PORTION OF EACH LOT SHALL BE NEAR FINAL GRADE
BEFORE WATER METER, SERVICE LINES AND FIRE HYDRANTS ARE
INSTALLED IN THAT LOT.
4.MANHOLES NEED TO BE AT LEAST FOUR INCHES ABOVE FINISHED
GRADE.
5.EASEMENTS SHOWN ARE DRAINAGE AND UTILITY EASEMENTS.
6.EXISTING MANHOLES HAVE PRE-FIX "E-MH-#".
7.EXISTING MANHOLE NUMBERS ARE DERIVED FROM THE PAGIS
SEWER MAPPING APPLICATION.
8.PROPOSED MANHOLES ARE MH-01 AND MH-02