HomeMy WebLinkAbout3199-6Lateral "A" Z$ 0
;
Proposed 28"X20" 250+66.39 X -P 60 @1 EC 6 zs :1
CMP @ S=O 00
SCALE 1"=40'
Proposed—
Berm
AC
CL Q0) n
Q0
-Prn n9er' 4' Sidewalk -1
LO . . . . ... .. ....... - ------
Q
Lo 0
X +
W K) 0 6 LC +
C14 a- V)
0 LLJ
0 0
. . .... J Lateral 'A
co
S- [2 N2__ -
Prq6osed 2057'5- +
..... ...... ....... C� Existing EP
cli _ 0
0 4--
4,"Sidewall< 00 �.) :r ai �S 0 + a) I I — _-4-- 1_�n_ Lateral "A"
+ 0) M _"11 � +47.62
0 30 @ 20�04' [A,
+ 00 z Proposed 28"x20"
PropoS94 cc ('14 co 250-1-83,35 @ 47 - 'I
PROR R1W- N M N CMP Arch @
2-01
Int. Junction Structure r,
Curb,,& Gutter FZ1 Ly , I �g � Proposed
, %\,�,, x` 41 S=0,0060
CO
il ci�
36x36" S Curb & L0
1� 6111 See Detail "B" Hereon (0 61
Gutter
L(i 0-
...........
+ M
......... .
.......... .... ... ..
G"
12
-1.1:::1_ :��-,=,��,,, C Proposed 21"05" CMP
9 Ln
!F � / 0
Se
Proposed
. ........ C14
Arch @ S=0.0050
1 "S 7— - -----
Je r'- � 7:�� , -)
r -o" —s-, :3 X
(D
Lateral "B"
ed 0 Q) @
Mango 'Ave. W 0 @0
0 L6 a
-7�L > Q)
- - ----- (04' - I DRAINAGE INLET DETAIL
0) ''n
Later 2,!..c + U) +
SCALE: 1 10'
N87"58"06"E
7 t
7-S
0 C'4 co Go
-7" 251-4-03,43 ne A
5
�KJST a e l'i
1�
SCALE: 1 10'
DRAINAGE OUTLET Dj L
304 00.00 Mango Ave L --,L
.
777777==;� _7
M
0,
7,
2_7 6,5" Thick AC with
00
remainder, of trench,
0 V
Existing Curb Return to
Ex�sting AC 01 1
N =7T 2 5 47�0' Lt
47.25
-- ----- ------ -- void to be flIled with
V
Pavement Section A\
Inlet Structure be removed and replaced.—
Ilk ki ";#1 Existing 8"
rQ MIN.
z�- - - -------- -
I"T Curb Gutter
(3
-1-V -, . .. ....
C14
77 $ee Detail "A" Hereon
Class 11 Aggregate
Base.
'k
Man�go ve.�
io 4
�s, -Existing
--(' 77
A
4 1)
0
[2
+
CO M
70
00
1 Ofl -)t Ljj 'Varies -
1 k IDI, 0 J
PR
g 777777=
+ 7-
7�7
2 -------
251 +6 .23 C�. Baseline Ave. Lateral "B"
(o
8
I
\4"". K� 30+00 00 Old Mango Ave.
V
(D D F� R/W J
Arch @ S=0,0050
0
-C-2500
Wabashl— 520
X
nj' \A -------- 21 15"
3: W t
C26) Proposed 21'x15" CIVIP ^cepS
174-75,45 W Class
z A_TA
w J (rinnirntp
CIL >
CONSTRUCTION NaTES
(2_i�-- INSTALL 21"x15" CMP ARCH, 8 Ga. PER CONCRETE BEDDING DF -FAIL HEREON
INSTALL 28"x20" CMP ARCH, 8 Ga. PER CONCRETE BEDDING DETAIL, HEREON
C2�)_ CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. '124.
C2 _,CONSTRUCT SINGL_E GRATE INLET PER CITY STD. 120-A.
BENCHMARK: City of Fontana # 150
ELEVATION = 135181 CONSTRUCT JUNCTION STRUCTURE 1
PER CITY STD. 16.
"X" ON NORTH END NECR CONSTRUCT CONCRETE COLLAR PER DETAIL HEREON.
OF MALAGA STREET (EAST)
AND MANGO AVENUE
,Va�LeMr_QmnqLEWr:tqt Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DiG ALERT I.D. NUMBER CALL.
UNDERGROUND SERVICE ALERT
TOLL FREE 1 —800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV,
JN 12417 City of Fontana
FileE:\dwg\124i7\12417st6.dwg 12/03/01
REVISION DESCRIPTION
lyfffm
ESS
<\
ra No° 16434
Exp, 6/30/105
f)X C
LVII,
C
RECORD 14GS
,1,00'- 1
/�_
I
THESE RECoORD DRAW04Cxvrr,, v, FN PREPARED W
2514-41.63
BASIS Of, �NFORO t, '0", M IL 0 A,
'0
BCR
FjY On4ERS, THE, 11INtONEOR MLL, WT a
FOA ANY91"," OR OMMISIONS M404
INCORPORAWI",!' r!T0N4E$6( kPM9$W1*
251 +47,25 @ 47,00P Lt,
TTHEREOF
Junction Structure
1416.91 TC, 1414,60 FL
(1416.93 TC)
( _141_6_._26F [y'
DR AINAGE INL ET DETAIL
Existing 8" .....
-
SCALE 1"=10'
' '
Curb & Gutter—- . .
CITY OF FONTANA, CALIF ORNIA
SFIOUL.D CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
'THE
MANGO AVENUE
COMMENCE WITHIN TWO YEARS OF
DATE OF.. APPROVAL SHOWN HEREON
DRAWN BY:
MANGO AVENUE STORM DRAIN
SCALE:
1 =40'
AND CARRIED FORTH IN A DILIGENT
SCN
MANNER, THE CITY ENGINEER MAY
IMPROVEMENTS
......
DATE
REQUIRE REVISIONS TO THE PLANS 'TO
SCN
Hr 1 O's/line to 50'n/o Baseline
DEC. 2001
BRING THEM INTO CONFORMANCE WITH
_61E&ED'
F
A VE DATE:
DRAWING NO.:
6
CONDITIONS AND STANDARDS IN EFFECT.
CCN
et, , ep, z.—
_ER
3199
'11,
CITY NCI C,E, No. 51152
Mylar; 08/21/02