HomeMy WebLinkAbout4314-61ST. STA. 119+50.02
02
ST.
STA. 10+88. 16 ( BANANA AVE)
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00 P MH
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912. 32 FS ! ST.
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TC 916.80 9 I a= �_ _- _ ,� /�,,/S Q-- . L t- - t TC 920
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91 0 lg E Mq / ,� 9I 0 V• 9I �• Q= 123.9 CFS I_ 99 /NV
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S+� , STA. 1 +57. 90 EC __0.0 t g2 I g ER
Q=4I CFS '
! ! ; INV. 907. 1 5 14.
S r 9 INV.
STA. 1 +00. 00 9 I 0 91 0 91 5 ;
- V 5. 8 FPS S-0.006 I /�V, SWR i INV. 905.9 STA. 1+22.94 BC 0- 150 CFS i _....___ ..._..... } _
j - 19p6_ 0
3+� t EXISTING 66" RCP INV. 904.22 V=24.4 FPS _ i Q=� _3 CFSo
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..t j L_ 905 0 905 p / ''� 1
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-- - -
--- _� -.... N La
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00 F-
cn z w rn Z 0 z
CONST. 68.52 LF �a- > w
OF 36" RCP cn Z m
(D- 1 500)
2+00
LATERAL C5
1+00
•X (\j V)
o STA. I+05 -w (ncocn -w--}- - I I v-
c�
1+ N- o
900- 0 5 0 a 9 0 0 i _._._.._... -.i _+ rn
--L
± aoi oo• °� 902.75 INV.
Z o BEGIN PIPE ! I a>
• o __ I �Zw
c~n Z CONST. 29. 48 LF Q Z `'� Q' ��'e CONST. 69.08 LF �' - C°
OF 14" X 23" RFEP
m �����' 34"x53" ELLIPTICAL F--- CONST. 36. 86 LF
(D-2000) �co�O CONST. 83.70 -LF RCP CONSi. 59.70 LF 24 RCP
34"x53" ELL I PT I CAL LATERAL D1 34"x53" ELLIPTICAL (D-2000) LATE
i■r_ IMMI
LEGEND
-------- EXISTING STORM DRAIN PIPE
RCP RCP
1+00 2+00 3+00
F S�
HGLr-� ,-HGLGL
ti\
I I h O \\
TC 920. 7
CONTRACTOR SHALL' V RIFY
LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
915
I
t 2" wTRI1
INS• (915.60t� --
0 '
'C84
0-
N O cr
InP
Z
a > 0
I_ z w
N -m
EX. 30" RCP I
LATERAL D4 HOR I Z: I" = 40'
VERT: I" = 4'
2+00 1+00 2+00 1+00 2+00
ST. STA. 1 1+50. 03, 6. 00' RT C (BANANA AVENUE) 87
BANANA STA. 3+27.70, END 34"x53" RFEP
AVENUE LATERAL DI
ST. STA. 10+83. 33 6. 00' RT C I NT (BANANA AVE) 9
PROPOSED STORM DRAIN PIPE =STA. 2+6 1. 00 CL I NT LAT D I
STA. I +05. 93 , 1 I � � =STA. 1+00.00 CL I NT LAT D2 & D3
CURVE DATA BEGIN 24" RCP , �' I , ;
EXISTING CATCH BASIN LATERAL D2 44 1 30
__---
D PROPOSED CATCH BASINa
I
j
s
Z W
No.
I
R
L
T
---/-,�-- STA. 1+06. 50
o 104 BEGIN 36" RCP
LATERAL D3
6 I ST_ STA_ I I + I I - 2-1 � CR (BANANA AVF)
A
44'30'47
45. 00'
34.96'
1 8. 42'
>
RIM=921.57
INV=916.42
END 24" RCP
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CITY OF F O N TA N A, CALIFORNIA
N
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1
86 ST. STA. 128+69. 93 CB (JURUPA AVE""
a
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ZZ
a>0
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CONST. 30.43 Lf
36" RCP
RAL
D2
LATERAL
D3 (D-1500)
I
t 2" wTRI1
INS• (915.60t� --
0 '
'C84
0-
N O cr
InP
Z
a > 0
I_ z w
N -m
EX. 30" RCP I
LATERAL D4 HOR I Z: I" = 40'
VERT: I" = 4'
2+00 1+00 2+00 1+00 2+00
ST. STA. 1 1+50. 03, 6. 00' RT C (BANANA AVENUE) 87
BANANA STA. 3+27.70, END 34"x53" RFEP
AVENUE LATERAL DI
ST. STA. 10+83. 33 6. 00' RT C I NT (BANANA AVE) 9
PROPOSED STORM DRAIN PIPE =STA. 2+6 1. 00 CL I NT LAT D I
STA. I +05. 93 , 1 I � � =STA. 1+00.00 CL I NT LAT D2 & D3
CURVE DATA BEGIN 24" RCP , �' I , ;
EXISTING CATCH BASIN LATERAL D2 44 1 30
__---
D PROPOSED CATCH BASINa
I
j
s
Z W
No.
A
R
L
T
---/-,�-- STA. 1+06. 50
o 104 BEGIN 36" RCP
LATERAL D3
6 I ST_ STA_ I I + I I - 2-1 � CR (BANANA AVF)
A
44'30'47
45. 00'
34.96'
1 8. 42'
31.00' RT (JURUPA AVE) I
ST. STA. 119+50. 02, I
INSTALL CONCRETE COLLAR PER SPPWC STD. NO.
380-3 98
_._. ___ _ -
'' i
Y %�
i W=28.0' V=5.5'
80
a
>D MANHOLE
_ _STS. rt+d�. 7
SCALE IN FEET
� TC= 920. 70
STA. 1+00.00 ST. STA. 120+26.48 CB (JURUPA AV 85 j
85
>
RIM=921.57
INV=916.42
END 24" RCP
I
I
60
' STA. 1+36. 93_
W-28. 0' , V-9. 96'
24" RCP FLOWS SE
LATERAL D2
I
END 36" RCP
TC=916. 88---
i t -
-"" ;
ST. STA. I I + I I . 98
CB (BANANA AVE)
s LATERAL D3
' I
A
O
85 W=28.0' V=8.95'
REVISION DESCRIPTION
DATE
- -
I
DATE
TC= 920.76
711
Prepared Under The Supery I s l on Of
CITY OF F O N TA N A, CALIFORNIA
1
86 ST. STA. 128+69. 93 CB (JURUPA AVE""
a
j
j C
61
W=28.0' V=9.13'
j l i TC= 920.86 O
O 04 72
+ ' I'+
co------ ---L--- -- ---- ----- II {;' -� O
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-- -- -
-STA- - _ r -- ----- n l t -- _._. - --
- - I_+ E 1_ L 6 a - I - + 18 W _ - �- _
6 I L I a - - . _ -- --- - _ _ ._- -.::�. _ _._ -- I - �_--- W _ �-
__ _ ------ --- -- -- _._.._..._ -___.. .._ _ W W W �V ii -
_ - -__ EN.D __ 3 6___ RCP _ _ ._.. __-- -
W _ w �_ ._ -I p. W_ td W --- --- I .
vd_ --- ---------------- - �.. - -- _-----__ . -- ___ EM---------------------------- - --- FM--- ---- - - - - ----- -._ 3O__..._.R
LATERAL C5 FM _------------_--___.__.._ - _ l r: -------------- - _._ F► - _ _------------- ---- -___-_ • c�
LATERAL
I -- - _ Q
„ „ 1 w, f n: ' tt -', __.._ e.r_ -"- -- --- - _. __ -- - - - -. --- _ - - =NRt,
Nr.N„-- __ _ -- ,rt - PtN ---- - -- ---- P n..F,+,--- I( ---- R¢, NRW htPvY NR�vf�R4. NRi NRW - t
~--------...__. { ------------------------------------- -- - - ------------- -----------------------------------
NRW !RW N
10 ---- ---- -- � c~n
7
w 119 120 , 121
1 2 4 - � I 12 9 �.a - w
122 123 � � � --
W I '�c.58 _ _- ,RIM=9- > � w
FLOWS E.. _ 4V RSP L W, S I =
V
V)w _ --- r.._ --------------- - -- -- -- -_ ---�4-f?C�,IN ROM NE `i UJ U)
------- --
-- � ,,. Nw TA. i +00+00 -�,t
z--- - - ---- ---------------- -- - - - - -- --- ---- ---- I I I - 4-___�__ z
-- - __-
- _ . - �. I t _ _ �_ BEGIN P._ - w
STA. 1 +57. 90 EC I - - ----- -LA
w - _ _STA. I +02. 50 - _ I +02. 50 -- - __ _ - -- - - ------___. -- --- ---
STA. r `' TERAL Da - J w
w J BEGIN 14" X 23" RFEP ! 78 / BEGIN 36 RCP_ - l
Ln _ 84-�R�= s LATERAL C5 -----s - -- _._J U R U -P A - -A-V-E-NUE - -- STA. 1+22.94 BCS _
v LATERAL C7
I y I1
Q 0
1_=_ = - - -
ST. STA. 120+26.48, 3.1.00' LT INT (JURUPA AVE) 98 fl I +�
STA. 1+31.98 =STA. 1+00.00 Z INT LAT C5 --.
END 14" X 23" RFEP , \SD MANHOLE
LATERAL C7 R9416. ST.- STA. 1 1 9+50. 02, 63.00' RT L INT (JURUPA AVE) "' °1` , 2Nv=RCP" FLOWS SW
R I M 92 1 . 79 \
79
RIM=916. � 85
SD MANHOLE
NV=905. =STA. 1+31.98 i t ; t' RNv=899.99
CONSTRUCTION NOTES RCP uii-a' , v=2.37' , TC=91 5.3 I
r t IN FROM NW & S
I! , INV= 1 3, 46
7 I CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 86 CONSTRUCT 36" RCP (D -LOAD) PER PROFILE STA. 1+05.50 CATCH BASIN
BEGIN 34"x53" RCP �� , i 181, RCP N
72 CONSTRUCT 30" RCP (D -LOAD) PER PROFILE 87 CONSTRUCT CONCRETE BULKHEAD PER DETAIL SHEET 62 REMOVAL NOTES LATERAL DI
I ST. STA. 127+96. 59 67. 02 RT Q_ MH
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 381-1 89 14"x23" RFEP (D -LOAD) PER PROFILE REMOVE EXISTING PIPE 98
O 60 , =STA. 1+00.00 MH
80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 320-1 9I CONSTRUCT MANHOLE STRUCTURE PER SPPWC STD. NO. 322-1 ! i I
SD MANHOLE
84
INSTALL CONCRETE COLLAR PER SPPWC STD. NO.
380-3 98
CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1
61
REMOVE EX 1 ST I NG STRUCTURE
RIM -916.45
1NV=999.40
I
! !
I
SCALE IN FEET
85
CONSTRUCT CURB INLET STRUCTURE PER CITY OF
FONTANA, 104
CONSTRUCT 34"X53" RFEP (D -LOAD) PER PROFILE
78" RCP FLOWS S
9.00' x 8.30'
PROM N
I I
STD PLAN N0. 3004
0 40 80 120
A
O
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Prepared Under The Supery I s l on Of
CITY OF F O N TA N A, CALIFORNIA
HDR ENGINEERING, INC
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
(951) 320-7300
\\cra-filsrv01 \u stn pro j\200093\003\project-drawings\drainage\200093iO7.dgn
TOLL FREE -qmmi 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/12/2007
2:51:41 PM DFLTUSER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
�•�rb�R JURUPA AVENUE STREET IMPROVEMENTS
�= O DRAWN BY- SCALE;
.�, WILLIAM DUNG Z MM DRAINAGE & UTILITY PLAN I "=40'
No. 5715 A
Exp. 9-30-09 DESIGNED BY: B J S STA 118+40 TO STA 130+40 D 12/5/2007
sT civic �.P
'lF°� CHECKED BY: APPROVED BY: _ i / 03/20 DRAWING NO.: 61
1• Date : 12i5io� WF Y Fez y-y(�, /►tet-� 4314
CITY ENGINEER R.C.E. 51152 DATE: 247