HomeMy WebLinkAbout4314-72ST. STA. 10+90.43 Z INT (CITRUS AVE)
= STA. 1 +00.00- � INT LAT J3 & J4
= INT EX. MH AT EX. 72" RCP (SO) & 66"RCP (NO) -
REMOVE EX. MH, CONST. NEW MH SHAFT RIM. 1 01 2. 46 -
1 ;
I0I5
ST. STA. 1 1 +02.8 1 LT (CITRUS AVE)
- --
CATCH BASIN
TIC 1012.77 OG FS
-! roP FwgrER HGL- I HGL
- _
1 010 008. 39 I
Q= 16. 30 CFSi oh
V=5. 1 9 FPS S\,^
1000
n
R
u
00
N
0-
NU
Lo
rz
.-_
ONO
+ON
It
+0
N
O -
0
d-
+Or
+0Z
+ov
995 c i
Zw
c~n
Zm
CONST. 27.33 LF
>
Km
>
Z Lu
995
OF 24" RCP
V)
V)
1
(D-2000)
0 ----
, . �_.
I S_ 0.00
LATE RAL J4
LEGEND
39. 09 LF
i
•
993'__ OF
_______= EXISTING STORM DRAIN PIPE
- - PROPOSED STORM DRAIN PIPE
-- EXISTING CATCH BASIN
ST.STA. 261+44.94, 29.28'LT(JURUPA AVE)
ST. STA. I I + i 7. 14 LT (CITRUS AVE) j ' 1 *STA. 1+86.04 LAT J1 -
CONTRACTOR SHALL VERIFY
OG FS ; i---� - .i - REMOVE JUNCTION
STA. 1+42.28 __
--
- TSTA. 1+00.00 LAT J2 = LOCATION AND ELEVATION
- 8.0RT(JURUPA AVE) � ST.STA. 260+71.72 STRUCTURE
CATCH BASIN �- ! -, - -- RIM 1012.23 OF ALL EXISTING UTJ� I T I ES
- -� -
TC 1012.93 101 5 ST. STA 2-6-�+44. 92, 29. 28' LT (JURUPA AVE> ST. STA 261+56. 94 (JURUPA AVE) =STA. 1+00.00 LAST J1 Q=40. 80 CFS OG FS f�IR I OR TO CONSTRUCTION
_ =STA 1 +00. 00 � I NT. LAT J2 �C CATCH BASIN _ 4R" RCP(FXISTI Tb _9"X4_" :RFEP V=5. 7 7 FPS �,
190I011
1+00 LATERAL J3
1005
•••
Q. 3
n S=0.1357 ;
29"X45" RFEP j ----
1+00
CURVE DATA
No.
n
R
1000
O 1Z
�
rn
co IL
17. 68'
N
It
00-
B
ST. STA. 61+44.94
O -
0
d-
+Or
+0Z
+ov
W
>
~) Zw
>
Km
>
Z Lu
995
VI)
V)
V)
1
h
0 ----
, . �_.
I S_ 0.00
�NV SS
CONST.
39. 09 LF
i
•
993'__ OF
24 RCP
(D
2000 )
1+00 LATERAL J3
1005
•••
Q. 3
n S=0.1357 ;
29"X45" RFEP j ----
1+00
CURVE DATA
No.
A
R
L 11T
OA
45° 01 ' 1 8"
22. 50'
17. 68'
9. 32'
I ,
-
L_�l E: Wim.! h,AN ..........._ _......_
R ; k � .
R, 006. 0-7
1
_ E
-
1
�-
(FONTANA)
cw
� p =8. 30 '
V FPS
W_
?NV=993.02
33"FLOWS W
S H
(
!
--
-.-
B
ST. STA. 61+44.94
- -- - -
--l-
!
W
29. 28 Lt I NT. (JURUPA AVE)
A
x05,44
0132
y
1
-
I
R
STA. 0+97. 67
, . �_.
I S_ 0.00
S=0
i S=0.0034
W i
Z W - '....
i
_.._
V-100,.62
INv-9a'. gO
6
c)WS W
BEGIN TRANSITION STRUCTURE I
-
Wco
;
=STA. 1+00.00 INT LATERAL J2
33 PIPE E_ -W
JOIN EX. 48" RCP
ST. STA. I I +0e'
85 W-28' V-6 5'
- - VY -
1
Q>CDM I--
ZWZF-
N - m (n -
I-- Z w I- V) CO bi ) l
_ CONST. 80.25 LF
- i- - OF 29"X45" RFEP
'
(D=2000)
i
LATS L J 1
i _ r
1+00 2+00
ST STA. 10+90.43, 4' LT (CITRUS AVE)
80 =STA 1+1.00 C LATERAL J4 CITRUS
=I NT. EX. MH AT 72'RCP (SO) &,-,.,f6",(NO) \ A
R M=
1012.19 _._
V,
! NV= 1005. 29 1
?. 8 I 34' LT (� CB (CITRUS AVE) C;MP FLOWS SE ,
TELEPHONE U/G
TC= 1 01 2. 77 r-- RIM ��� 2'' RCP S 61
C r �lO
�6v)
F1 (FO NA)
PP x261097 12KV �1
71
yr 1)v rA u
(D=2000)
SCALE
HOR I Z: 1" = 40'
--- VERT: 1" = 4'
3+00
ST/. / STA. 10+90. 43, 4' LT Z INT.- (C I TRPS) 80 6
=STA 1+00. OOIZ INT. LATERAL J3
=.1 NT. EX. MH AT EX. 72"RCP (SO) & 66" RCP (NO)
ST. STA. 1 1+ 1 7. 1 4
34' RT Z CB (C I TRUSV AVE) 85
W=28 V=4.5'
, V=4. 5'
TC= 1 01 2. 93
aT.STA. 1 1 +08.88 ST. STA. 261+44.94
34' RT (CITRUS AVE) 48' RT (CITRUS AVE)
STA 1+42.28 =STA 1+18+71 END 36"RCP
CE) (ADEL ,END 24"RCP LATERAL J2
D PROPOSED CATCH BASIN PP ri40A' X4„8858
PP "4088588E 12KV%
r(SCF) (ADST. STA. 10+95.02, 34 LT (CITRUS AVE)��ATERAL J3
(SBC RIS,, -ST. 1 +30. 28 END 24"RCP L TERAL J4 �R MH i 61
PP *14088589E 12KV (scE) tADE1_ PH!A) (sgc) / i 7 1 �! '�� ST. ETA. 261+56.94
90E 12KV i'f 114088587E 12KV
PHIA) (SE{C}� (SCE) (ADE!_PH?A) tSt3 ?�` Ei (A[)ELPHIA) (SBC) y' I a.6 =
I I 48' LT CB (JURUPA AVE) 85
FLOWS W
E3ANDONED / !'�V� 1005.97 60 I' ! `�•W 28' V=6. 5'
\ I
LIGHT 61
i'J ` IN DR`i 4V ` 1
-- -- - - - -- - -- M. -KI
---
�' I
O 61 60
_
E
60
72 le
FONTANA' 11
+ -- 60 N
- - --NRW-----------NRW .__ - F,, -- -
--NRW NR,
vR�NR- _ N `-
0 NRW
A -- ` ABOVEN
GRD N w 9
r- N
78 , a>
------------ --------- --------------------- - - - - - - - --------------------- ------ ------------------------ - - --- ---- ----- ---- -------
Q - - - ----- - - -- - - - - - - - -- -- - -- - - - - - -
F- 252 253 54 255 256 257 - _ __ - --- - _ - -- - ?60 i-+- L; 2C2
-;
Q
W -
v- i ' Q W
__
SEWE
`t 33"_SS R008. 65 -/ \ss
(FONTANA)
RIM- 1 0%' RIM=1008.65
_____ - ----- - WV I f it i ,
SEWER MH
W W ��
loll p l: I (FONTANA) JURUPA ! 0" FLOWS AVENUE
Cr I L PP "4Ois8584E 2KV 1 Z Lu
W
Z _.�. } - -_--._...- -- - v tSC€ CA Eu"HiA -ER) �/�
J
_ I
W - i
R . v/
,., I S
-'� w W � W - :�; ,. _ W �,�, W --- W W -- - -- W - - W .-��--�--__ _--- W 4Y ---.__. _.._. - t� - w _ _
_._._ _..._ - -- - - - - - - : Tr
- - -- -- --
_ 1 , r PB c` P cPB. �T �1 -_ �_ 1 8--
(� - S LT � 1= -- -- I - E - --E
W
-- \ - - --- APB P - Q
Q - - E. ------- - - - ---- -E� -�'- E - -- - - .. --
E -E -E E
- F-- - E - 1 + ---- �-
- PB B
-)EWER 0M2a NVQ
i
SCALE IN FEET
0 40 80 120
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE T Prepared Under The Supery I s i on Of CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ..-, pa*�fiffa111
OWILLIAM
XN(';�
JURUPA AVENUE STREET IMPROVEMENTS
'S�t'RCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY:MM DRAINAGE &UTILITY PLAN SCALE. I "=40'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, HDR ENGINEERING INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �. A DESIGNED BY: DATE:
BEFORE DAYS BEFORE .p.9-30-09 BJS STA 250+40 TO STA 262+40 12/5/2007
2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS .� s, civ�� _
AND STANDARDS IN EFFECT. T �+C4 qTF of cA\_w CHECKED BY: APPROVED BY: / G3 2 O DRAWING NO.: 72
RIVERSIDE, CA. 92501 TOLL FREE I-soo-227-2600 /f t t L4� q
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � A�� Date :12/5/07 yyFY ��, ��� 'r/"w / �� 8 4314 (951) 320-7300 CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora-filsrv01\u stn pro j\200093\003\project_drawings\drainage\200093i18.dgn 12/12/2007 2:51:44 PM DFLTUSER
L_�l E: Wim.! h,AN ..........._ _......_
R ; k � .
R, 006. 0-7
_ E
-
1
�-
(FONTANA)
M�!
?NV=993.02
33"FLOWS W
S H
(
cl)
T
B
ST. STA. 61+44.94
i
INV 994.40
29. 28 Lt I NT. (JURUPA AVE)
x05,44
SEWER MH
R
1
__.
00 62
R
STA. 0+97. 67
9I
=STA. 1 +86. 04 INT LATERAL J I
V-100,.62
INv-9a'. gO
6
c)WS W
BEGIN TRANSITION STRUCTURE I
=STA. 1+00.00 INT LATERAL J2
33 PIPE E_ -W
JOIN EX. 48" RCP
ABOVE
: '
BOVGGU
RauNr,
LATERAL JI '
LT `
Lam' \ CATCH BASIN
i
TC=10?1.68
,
L INV=1005.46
24" (SAY)
CONSTRUCTION NOTES
REMOVAL NOTES
6 178
STA. 260+71.72 8' RT (JURUPA AVE) '
!
TV /G
U
�(AL'ELPH'A)
=STA 1+00 LATERAL JI
!
, ;
�
7 I
CONSTRUCT 24" RCP (D -LOAD) PER
PROFILE
86
CONSTRUCT 36" RCP (D -LOAD) PER PROFILE
60
REMOVE EX I ST i NG PIPE
48" RCP (EXIST) TO 29"X45"W RFEP
24" RCP sQ
72
CONSTRUCT 30" RCP (D -LOAD) PER
PROFILE
91
CONSTRUCT MANHOLE STRUCTURE PER SPPWC STD. NO. 322-I
61
REMOVE EXISTING STRUCTURE
F ON 1 ANA WATER)
st)MANHOLE � ,
I
,
i\ (FONTANA)
IZ"ss _
78
CONSTRUCT ABANDONMENT SEAL PER
SPPWC STD.
NO. 38 1 - 1
99
29"x45" RFEP (D -LOAD) PER PROFILE
_
RIM= 1 01 1 . 95
INv=!001,LO !
72" RCP FLOWS S
a0
i (FONTANA)
;
TELEPHONE
(GAS)
U/G
i (SBC)80
CONSTRUCT MANHOLE STRUCTURE PER
SPPWC STD.
NO. 320-1
85
CONSTRUCT CURB INLET STRUCTURE
PER
CITY OF FONTANA STD. PLAN NO.
3004
SCALE IN FEET
0 40 80 120
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE T Prepared Under The Supery I s i on Of CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ..-, pa*�fiffa111
OWILLIAM
XN(';�
JURUPA AVENUE STREET IMPROVEMENTS
'S�t'RCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY:MM DRAINAGE &UTILITY PLAN SCALE. I "=40'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, HDR ENGINEERING INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �. A DESIGNED BY: DATE:
BEFORE DAYS BEFORE .p.9-30-09 BJS STA 250+40 TO STA 262+40 12/5/2007
2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS .� s, civ�� _
AND STANDARDS IN EFFECT. T �+C4 qTF of cA\_w CHECKED BY: APPROVED BY: / G3 2 O DRAWING NO.: 72
RIVERSIDE, CA. 92501 TOLL FREE I-soo-227-2600 /f t t L4� q
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � A�� Date :12/5/07 yyFY ��, ��� 'r/"w / �� 8 4314 (951) 320-7300 CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora-filsrv01\u stn pro j\200093\003\project_drawings\drainage\200093i18.dgn 12/12/2007 2:51:44 PM DFLTUSER