HomeMy WebLinkAbout1451B-2Sol
R
RM,
SLOVER AVENUE
OT TO SCALc
Q
MULBERRY AVENUE
J.
No. 27674
Exp, J3 -_ j f-90
►RT H
/W
L
ST
,W
SPECIAL NOTES
8" Minimum clearance between top of 24" RCP lateral and bottom
of proposed/ existing waterline shall be maintained.
8" Minimum clearance between top or bottom of 24" RCP lateral
and bottom or top of proposed sewerline shall be maintained.
Depth of sewer line within Santa Ana Avenue
increases in an easterly direction.
Contractor to pothole lateral crossing locations of the existing
1611/1011/411 gas lines prior to construction to verify depth of
said gas lines so as to insure that lateral crossings can be
accomplished.
WEST
R/W
EAST
R/W
SOUTH
R/W
COMMERCE WAY
BUSINESS DRIVE
NOT 7a SL,eGc
NORTH
R/W
SANTA ANA
AVENUE
l/oT TO SCAL L
A
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