HomeMy WebLinkAbout3035-90
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CONSTRUCTION NOTES
CONSTRUCT 42" DIA. R.C.P., D -LOAD PER PLAN
CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PLAN
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-2.
CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN
CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PLAN
CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1.
CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. NO. 340-1, SEE SHEET. 12
CONSTRUCT BRICK AND MORTAR PLUG
CAINT
180+74.77 LYRE CREEK RD
JOCELYN
EXISTING R/W
Tr�ar r 1\10-i �-177
NOTICE TO OONTRACTOR
*
*CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
N1
`-FUTURE R/W
J J
LYTLE CREEK ROAD
LINE "B"
CURVE
ANGLE
LENGTH
RADIUS j
TANGENT
4
59'45'17"
23.47'
22.50'
1 12.93'
-EXISTING R/W
PROFILE
NOTE:
SEE SHEET 10
FOR LATERAL PROFILES
CAINT
1888+15.18 LYRE CREEK RD
=LItJJ./1
WKIIJ AVtNUt
Cn
EX CATV
o EX "
2W -EXE
40 0 40 80)
1 "= 40' iiFER
scale feet