HomeMy WebLinkAbout2831-64a
PV
=235.60 1L.F
40
STA 37+44.50
TGT. N0. 3
75—.1" IP, NO TAG, FLUSH
ELEV.=1039.68
/
SEWER LATERALS -WEST AS
01114 1 1 12" tXTRA
41
APN
DESIGN STA.
AS -BUILT STA.
0237-111-29
STA. 40+20f
40+"
0237-111-27
STA. 41+65±
A 1+ 54
0237-111-28
STA. 43+07f
A 3 + 14
0237-261-08
STA. 46+40f
46 .t- sa
10237-261-09
STA. 48+19f
q1 +91
42
0237-111-27
EX. C CURB
Y n
0255-011-31
CITRUS
L 2 4. 5 .F. S 0. 11 2" E S G .0 P.
43 44
SEWER LATERALS -EAST
w
- IMMIll
s,
ru
`0 o 4
M Z�
0255 011-32
1i
APN
DESIGN STA.
AS -BUILT STA.
0255-011-31
STA. 41+29±
4o+ -7
0255-011-32
STA. 42+83f
42 + 64
0255-011-34*
--
--
* SEWER EXTENSION
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
Foy 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 Ak. 12e6pov P(&vvloc-,
TWO WORKING DAYS BEFORE YOU DIG
REV. REVISION DESCRIPTION
CHY OF FONTANA
slew
L= 3 .01 L.F.1 = .01
PROFILE SCALE
HORZ: 1"=40' -
VERT: 1 "=4'
SURVEY MONUMENT 45 46
PER PM 5/89&PM 5,
& MB 152/20-21
� a
(8$)w)
2" 1 EX
AIN
GTH 1/. CaP.
47
TYRO
wm
ON)
/
co
0io
N Z
0255-011-34 � 0
F NTANA UNIFIED CHOOL
DI TRICT, PROPOS D CITRUSF¢_' Q
C NTINUATION HI SCHOOL <
2
AVENUE
L.D. KING, INC.
tRtc 2151 CONVENTION CENTER WAY
QP T SUITE 100B
ONTARIO, CA 91764
909 937-0200
No.44226
Exp.6-30-01 Q.
�/4/00
v -abE-
302 50 o� CA MICHAEL PATRICK THORNTON R.C.E. No. 44226
EXPIRES: 6-30-01
DATE ENGR. CITY DATE
w
MOWN MONO
z
woo,, MOWN ww� MONO ammom
Noon NNW
Now-
h
T-7
o°c w
0
LO
Ldz
J
U
Q
L= 26'7.81 L F. S 0. 0095 1 EX7A ST�ENI V. C.P1- 1
48 TGT. N0. 9 49 STA 54+14.78 50 CIN BENCHMARK N0. 289
FD. 1" IP C.S.M., FLUSH TGT. N0. 8 ELEVATION = 1031.22
FD. 1 IP C.S.M., FLUSH
ELEV. =1057.66 RR SPIKE IN POLE N0. 61319 NE COR.
Imr
OFSANTA ANA AVENUE AND
4 J
±_ 13 U -4\ \ � CATAWBA AVENUE
0237-261-09� A SURVEY CONTROL DATA
d
W„ N -COUNTY OF
SAN BERNA DI
R NO
13'f —
FONTAN;
EX��C URB
R/W
EX.
R/W
46'
44'
STp, DE-rA.11. 125A oR 12� - -
1 5 5'
PROP. STORM DRAIN
Q `
08 to W
I 4 9
0 5' I
oa
II
I— 3 7405.17 20604.80 N00'16'01 "E 990.13
W
Z
AMW
+J
O
zx2
LL.
dam-
o
U
1°° _
<
OZ
0
� _ SEWER CON STRU CTi ON NOTES
cn
2
cn
0
CHISELED BOX
ON TOP OF CURB
o
O+ 1 CONSTRUCT 12" EXTRA STRENGTH V.C.P SEWER
0 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
ELEV.=1044.52
1
2" 1 EX
AIN
GTH 1/. CaP.
47
TYRO
wm
ON)
/
co
0io
N Z
0255-011-34 � 0
F NTANA UNIFIED CHOOL
DI TRICT, PROPOS D CITRUSF¢_' Q
C NTINUATION HI SCHOOL <
2
AVENUE
L.D. KING, INC.
tRtc 2151 CONVENTION CENTER WAY
QP T SUITE 100B
ONTARIO, CA 91764
909 937-0200
No.44226
Exp.6-30-01 Q.
�/4/00
v -abE-
302 50 o� CA MICHAEL PATRICK THORNTON R.C.E. No. 44226
EXPIRES: 6-30-01
DATE ENGR. CITY DATE
w
MOWN MONO
z
woo,, MOWN ww� MONO ammom
Noon NNW
Now-
h
T-7
o°c w
0
LO
Ldz
J
U
Q
L= 26'7.81 L F. S 0. 0095 1 EX7A ST�ENI V. C.P1- 1
48 TGT. N0. 9 49 STA 54+14.78 50 CIN BENCHMARK N0. 289
FD. 1" IP C.S.M., FLUSH TGT. N0. 8 ELEVATION = 1031.22
FD. 1 IP C.S.M., FLUSH
ELEV. =1057.66 RR SPIKE IN POLE N0. 61319 NE COR.
Imr
OFSANTA ANA AVENUE AND
4 J
±_ 13 U -4\ \ � CATAWBA AVENUE
0237-261-09� A SURVEY CONTROL DATA
d
W„ N -COUNTY OF
SAN BERNA DI
R NO
13'f —
FONTAN;
EX��C URB
R/W
EX.
R/W
46'
44'
STp, DE-rA.11. 125A oR 12� - -
1 5 5'
PROP. STORM DRAIN
Q `
08 to W
I 4 9
0 5' I
EX.
R/W
PROP.
R/W
46'
30' _ U
CL
o
0
LO
PROPOSED
SEWER �
TYPICAL CROSS SECTION AT STA 44+00 z �,
SCALE: 1" = 10'
SCALE: 1 " = 40' m
SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA N
PLAN /PROFILE FOR REQUIRED IMPROVEMENTS NOT CITRUS AVENUE �
SEWER IMPROVEMENTS
COMMENCE
OF APPROVAL OWN HEREON YEARS OF o
DRAWN BY: � CITRUS AVENUE SEWER �s sxowx N
CITURS AVENUE MANNER, AND RTHE CIED ITY ENGINEER IN A DILIGENT
DESIGNm BY: STA. q-O+OO.00 TO JO+OO.00 DATE.
REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000 Q
FROM JURUPA AVE. TO SLOVER AVE.
BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROvm_g�Ct�.,ae�e� c� W DRAWING NO.: 8 �I
CONDITIONS AND STANDARDS IN EFFECT. Dgg % 2831
CITY ENGINEER R.C.E. No. 25126 8 �
TGT N0. NORTHING EASTING BEARING DISTANCE
I— 3 7405.17 20604.80 N00'16'01 "E 990.13
W
8 1 9075.43 20612.60
AMW
2
V)
W
W
-; - -
t!)
0
� _ SEWER CON STRU CTi ON NOTES
_
0
LO o _ ,.,G,
o
O+ 1 CONSTRUCT 12" EXTRA STRENGTH V.C.P SEWER
0 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
1
_
DETAIL NO. 112
QCONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
DETAIL NO. 112 EXCEPT 5' DIAMETER MANHOLE
�4 CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
W CITY OF FONTANA STANDARD DETAIL NO. 125 WITH PLUG
z ILAA-2 ODIFIED WTI 'OUT E)LEANGUT RISER AND SEE -
J ' '
U 5 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH PLUG
~ �9 CONSTRUCT CONCRETE ENCASEMENT PER LOS ANGELES COUNTY
Q
DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2,
CASE 11.
EX.
R/W
PROP.
R/W
46'
30' _ U
CL
o
0
LO
PROPOSED
SEWER �
TYPICAL CROSS SECTION AT STA 44+00 z �,
SCALE: 1" = 10'
SCALE: 1 " = 40' m
SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA N
PLAN /PROFILE FOR REQUIRED IMPROVEMENTS NOT CITRUS AVENUE �
SEWER IMPROVEMENTS
COMMENCE
OF APPROVAL OWN HEREON YEARS OF o
DRAWN BY: � CITRUS AVENUE SEWER �s sxowx N
CITURS AVENUE MANNER, AND RTHE CIED ITY ENGINEER IN A DILIGENT
DESIGNm BY: STA. q-O+OO.00 TO JO+OO.00 DATE.
REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000 Q
FROM JURUPA AVE. TO SLOVER AVE.
BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROvm_g�Ct�.,ae�e� c� W DRAWING NO.: 8 �I
CONDITIONS AND STANDARDS IN EFFECT. Dgg % 2831
CITY ENGINEER R.C.E. No. 25126 8 �