HomeMy WebLinkAbout3949-20-111
It I
741
41 1 PLAN 1 "= 40' 1 42
m
m
CONS TRUC RON NO TESo-
&—CONSTRUCT 78" R.C.P. STORM DRAIN (D LOAD SHOWN
SCALE IN FEET nAl P/ A Al)
0 40 80 120 160
Jill !'HENNES=
102 --CONSTRUCT 72" R.C.P. STORM DRAIN (D LOAD SHOWN
ON PLAN).
Q CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN
ON PLAN).
END OF PIPE (�)—CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN
Ap PROTECT IN-PLACE ON PLAN). pf
POTHOLE EXIST 121"' PROTECT IN --PLACE **rUttlULL LAt3l. IZI EXISTING 24 $p �D_CONSTRUCT 18 R.C.P. STORM DRAIN (D LOAD SHOWN
.**MWD WATERLINE EXISTING 24 P�UrURE SCHOOL WTE M WD WA TERL INE WVWD WATERLINE CV�L IN T M WO R/W ON PLAN).
1 8+58.66 CASA GRANDE AVE
WVWD WA TERLINE A FAI 02 30 14 1 32 ... ............ .. 12+11 . Yr-. ___ - - ------ @�--CONSTRUCT CATCH BASIN PER A.P.W.A. ST9. PLAN JOO-2.
00_ -:F__STRFF
,T
. . ... ... " " - "'" 7_17— (W SHOWN ON PLAN), PER DETAIL SHOWN ON SHT 5.
....... . .... ... ... fW0__61 uwo
, v .-L, r 7 ......
(D—CONSTRUCT M.H. PER A.P.W.A. STD. PLAN J20-1
IVII/ . ... ...... -------- l=iT
:Zt
PER DETAIL SHOWN ON SHT 4.
FUTURE CURB
............
....... .... ..... ..... PFP nFTAII 51-10WAI ON SHF 4
& GU TTER (D—CONSTRUCT TS. PER A.P.W.A. STD. PLAN J40-1
"'l F1 ITI IRF rl IRP ED, -
-4
L_
..... .....
t&" SEWER,-
.. . ..... AND . ........ GU
.... .... ...
"OV
"A/ ........ . . _-aACE ... ..... .... (39—CONSTRUCT J.S. CASE 1 PER A.P.W.A. STD. PLAN JJ2-1
... . .... .... .. .. . ... .. VIV,
pROT _j.
wr� EC 7 .. .........
...... .. . ......
-U2 V111 1-1111
N
EXISTING 121 f I -LA T. 14 CIL STREEIF Lai PER DETAIL SHOWN ON SHT 4.
.. ..... . .... ... . .. . .... .....
MWD WATERLINE
.. . ..... .. .... ...... . . . .... .....
--777777-- . .. ................... .. . .. ... .. ... ... . . . .. ..... .. — .. ........ ............. cy) ____Iu� W" - ::� �Z &10 —CONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. PLAN J80-2
Lo
10+59.61 EC
A
. ........ PER DETAIL SHOWN ON SHT 5.
Q)
PROP. CURB & CU77ER
J4 PER SBCFCD STD.
-A Te BJ� 1 LAJ CONSTRUCT PIPE CLOSURE TYPE
- 71_
L
SP 7 76, DETAIL SHOWN ON SHT. 5.
C STREET FUTURE 121
/L PROPOSED @—CONSTRUCT INLET STRUCTURE TYPE V PER OCEMA STD.
10+
T 2
IWWO WA TER
BJ -12 RACT BOUNDARy CURB & GUTTER 12.49 BC PLAN 1JO5 PER DETAIL SHOWN ON SHT 4 AND MODIFIED
TYPE V INLET DET41L. 5A SHOWN ON SHT 5.
T�:
C2 V7
LOT * B
...... ....
(FOR. --LANDSCAPE
......... ... .
Z' ............. .
. .. .. ..... ...........
......... ......... ... ... . .... UTILt7Y- PURI ES
BJ
LINE
OP. R/W
T, T, Jw,
TJ; 4 (--, T 174 3- 8
n7
EXISTING 40' $GVMWD
EASEMENT
I
"q -
....
f
.......
. ..........
.....
CUR VE
L0
rn�
RADIUS
Lo
00
TANGENT
cl-
Q
14'5 7J5
90.00
--LENGTH
23 50
11.82
N
---i
:z Q
ca
60*00'00
45.00
1 4712 1
LA T. '183— 14"
A=30*
22 ''1
Lo
Q) 12
r
�34
D 1 = 72 $`
LA T. "BJ - 15
D2 =78 YA
1�2
ca
00 Q` sl�<
A VENUE
-K
A =45*
(zi
STORY DRAIN IMPROVEMENT PLANS
10
B= 18'"
�6
L-Lj �>
aj S, Z
(z)
Q)
(z) Q)
Q)
i:�
1,
S TA. J7 ".5 TO STA. 46+50
DA TE.
JUNE 2005
N4-
(Z)
(zi
(::) -
55
v
71r_/j
TY EN R. C. E. 51152 5A___7t
180,
LA T. "BJ— 12
LA T. ""83 13
A =5J*
"
A=45*
B=24 "'
B=24
T, T, Jw,
TJ; 4 (--, T 174 3- 8
n7
EXISTING 40' $GVMWD
EASEMENT
I
10 a)
(7)
m
kj
"q -
....
f
.......
. ..........
.....
CUR VE
DEL TA
RADIUS
TANGENT
C2
14'5 7J5
90.00
--LENGTH
23 50
11.82
Q
Ci J.
60*00'00
45.00
1 4712 1
LA T. '183— 14"
A=30*
22 ''1
B=48 ""
Q) 12
C=6.74
�34
D 1 = 72 $`
LA T. "BJ - 15
D2 =78 YA
10 a)
(7)
m
kj
....
f
.......
. ..........
.....
CUR VE
DEL TA
RADIUS
TANGENT
C2
14'5 7J5
90.00
--LENGTH
23 50
11.82
Q
Ci J.
60*00'00
45.00
1 4712 1
12"1 22
22 ''1
Q3
Q) 12
�J4*
�34
LA T. "BJ - 15
SPAIN
A VENUE
A =45*
STORY DRAIN IMPROVEMENT PLANS
B= 18'"
BENCH MA RK. 18-17
BRASS CAP IN ME CONCRETF BASE OF
THE SOUTH LEG OF AN SCE TOWER
J4.3' NOR TH OF HIGHLAND, 0. 2 Y/ RES r
OF SAN SEVAINE RD., 2.65 M/ WESr
OF SIERRA A VE
ELEVA 770N.
BASIS OF BEARINGS.
THE CEN TERLINE OF Cl 7RUS A VENUE
AS SHOWN ON RECORD OF SURVEY
J519 TA KEN A S N 0 17 O'JO'w W. WAS
USED, AS THE BASIS OF BEARINGS
FOR THIS AIAP.
I
J:\126-2050\storrn\SD02.dwa, 4/12/2006 3:38:34 PM. Gerrv. Gerr
CURVE TABLE
Q)
CUR VE
DEL TA
RADIUS
TANGENT
C2
14'5 7J5
90.00
--LENGTH
23 50
11.82
Q
Ci J.
60*00'00
45.00
1 4712 1
CITY OF FONTANA, CALIFORNIA
STORY DRAIN IMPROVEMENT PLANS
CASA GRANDE A VENUE
SCALE:
L '"BJ
AS SHOWN
1,
S TA. J7 ".5 TO STA. 46+50
DA TE.
JUNE 2005
A W�D
DRA WNG 0.
2
55
71r_/j
TY EN R. C. E. 51152 5A___7t
J:\126-2050\storrn\SD02.dwa, 4/12/2006 3:38:34 PM. Gerrv. Gerr