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KIST. "'��BU HEAD
6" RCP
�22 1) 9
412/05.39 UNE "B" j�/L INT.
+
=1 +00.00 LAT. "B"/C/L
UNE CURVE DATA
4*33'00"
506.00
N32030'37"E
N A
-7 '7
L
16'21'2
39'
...... ... .. , --
1
1.11 "1 1 1 - - -F: -
� I - --, ---- - ------
1
......
_77, 71
-1-77
27.15'
7 _ '47' -7
F
-7
F
KIST. "'��BU HEAD
6" RCP
�22 1) 9
412/05.39 UNE "B" j�/L INT.
+
=1 +00.00 LAT. "B"/C/L
UNE CURVE DATA
20' --- 71 4 20
SAWCUTIREMOVE EXIST. PAVEMENT
Z 0%
----------
if
JUNCTION STRUCTURE DETAIL $* *$
1"=10'
CONSTRUCTION NOTES
CONSTRUCT (12W X 8'H) CAST -IN --PLACE REINFORCED
CONCRETE SINGLE BOX PER CALTRANS STD. D80
(SEE SHEET 10)
CONSTRUCT CONCRETE BOX MANHOLE PER APWA STD. PLAN 323-1.
(SEE SHEET 10)
(Do REMOVE AND REPLACE EXIST CHAINLINK FENCE IN KIND
TO FACILITATE STORM DRAIN IMPROVEMENTS.
12 REMOVE EXISTING DRAINAGE STRUCTURE,
REPLACE EXISTING STREET STRIPPING IN KIND.
17 REMOVE AND REPLACE EXIST. AC PAVEMENT.
109 CONSTRUCT 6" AC OVER 12" 95% COMPACTED NATIVE.
21 CONSTRUCT 24" RCP (D -LOAD PER PRO -FILE).
4*33'00"
506.00
N32030'37"E
N A
16'21'2
39'
216.16'
003722
27.15'
20' --- 71 4 20
SAWCUTIREMOVE EXIST. PAVEMENT
Z 0%
----------
if
JUNCTION STRUCTURE DETAIL $* *$
1"=10'
CONSTRUCTION NOTES
CONSTRUCT (12W X 8'H) CAST -IN --PLACE REINFORCED
CONCRETE SINGLE BOX PER CALTRANS STD. D80
(SEE SHEET 10)
CONSTRUCT CONCRETE BOX MANHOLE PER APWA STD. PLAN 323-1.
(SEE SHEET 10)
(Do REMOVE AND REPLACE EXIST CHAINLINK FENCE IN KIND
TO FACILITATE STORM DRAIN IMPROVEMENTS.
12 REMOVE EXISTING DRAINAGE STRUCTURE,
REPLACE EXISTING STREET STRIPPING IN KIND.
17 REMOVE AND REPLACE EXIST. AC PAVEMENT.
109 CONSTRUCT 6" AC OVER 12" 95% COMPACTED NATIVE.
21 CONSTRUCT 24" RCP (D -LOAD PER PRO -FILE).