HomeMy WebLinkAbout3792-7FOR STORM DRAIN LATERAL PROFILES
ST
0
"",REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1,
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED iN THE FIELD AND ENGINEER
N011FIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUC-RON.
0157
n; C57 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD, PLAN 320-1
CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1
ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED
Z
CONSTRUCT LOCAL DEPRESSION PER STREET IMPROVEMENT PLANS
CL (n
. . ..... ... ....... .. .
D9
S.D. MAINLINE TA.:
clq
ZF
+
n.
Lo
i.
+
CB
+
Lo
Dl
Vf
Lo Q
. . ..... ... ....... .. .
D9
S.D. MAINLINE TA.:
clq
ZF
+
Lo
BENCHMARK ELEV. 1077.40
LOCA110N:
CHISELED BOX IN EASTERLY 'TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
40 0 40
0
� ul�
A
-74
D15
COURSE DATA
S.D. MAINLINE TA.:
ZF
Lo
+
+
Lo
COURSE DATA
S.D. MAINLINE TA.:
Ice
S.D. MAINLINE TA.:
Ice