HomeMy WebLinkAbout4314-65I_
St. STA. 1 1 +09
1 CL'CATCH BASIN
TC 945.06_
I
z_� _
i _
� a > 0 a > a 1 �__� � ._ � � 925
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LATERAL E3 ~ Z Z ~ Z co
w -- - �' - w LATE RAL E4
-w
' 4
CONST. 3 I . 67 LF CONST. 14. 17-
L OF 24P'- RCP OF 24" RCP
(D-2000) (D-2000)
2+00 1+00 2+00
REDWOOD AVE ST. STAN 1 1 +08.1 8, 6.00' RT 80
/ �_ MHI
STA. 1+05. 08
BEGIN 24" RCP
LATERAL E3
STA. 1+36.75 F
END 24" RCP
LATERAL E3
ST. STA. 1 1 +08.6 1 (� CB
W=28.0' V=7.0'
TC=945.41 CONC HEADWAi__
24" RCP FL
FL=942.23
LATERAL E4
,
78" RCP FLOWS S
-,A" M7 m l k, r'mn— nI—
I r—/1 rte\ Ir%
I 1 w
StA 75+71..94 1 NT. (JURUPA AVE)
rA+4-I_a;6 ._ 1 NT LAT F I
I- - - -i - _ -I---_ -- 95
0
FS ' ST. STA; 175+71-94 C INT. LJURUPA AVE)
- -OG
= STA. 1+82.; 04 CATCH LBAS IN
I -- -
__ _ I IIIct
1+00 2+00
36. 7 CF
14.8 . FP
_______= EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
-----1 EXISTING CATCH BASIN ST. ST
TC=947. 49
END 2-18" RCP
I ATFRAI FI
CONTRACTOF �HALL!
LOCATION AND EI -Ell
OF ALL EX I ST I N -G 1
PRIOR'TO CONSTRUI
Rl F
SCALE
HOR I Z: I" = 40'
VERT: I" = 4'
0
CID
Q �
~W
V? W
W
Z_W
J W
V
H
Q
BEGIN 2-18 RCP
SD MANHOLE LATERAL F
R IM=945. 96
CONSTRUCTION NOTES 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA, 1NV=940.36
STD PLAN NO. 3004 24' RCP
ST. STA. 175+71.94, 40.00' RT INT (JURUPA AVE)
70 CONSTRUCT 1 8" RCP (D -LOAD) PER PROFILE 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING PER SPPWC STD. NO. 225-0 REMOVAL NOTES =STA. 1+00.00 Z INT LAT FI
98
71 CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. NO. 340-I
60 REMOVE EXISTING PIPE
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 381-I
80 CONSTRUCT MANHOLE PER SPPWC STD. N0. 320-I 61 REMOVE EXISTING STRUCTURE
84 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. NO. 380-3 SCALE IN FEET
0 40 80 120
p O REV. REVISION DESCRIPTION DAIS ENGR. CITY DATE Prepared Under The Supery I s i on Of CITY OF F O N TA N A, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT """b eROFESS o < JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY:
h WILLIAMDUNG z SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m MM DRAINAGE &UTILITY PLAN 1 "=40'
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "°' 5715 DATE:
HDR ENGINEERING, INC BEFORE DAYS BEFORE *a 9-30-09 DESIGNED BY: STA 166+40 TO STA 178+40
2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS sT CIVIL �,P BJS 12/5/2007
RIVERSIDE, CA. 92501 TOLL FREE 1-800-227-2600 AND STANDARDS IN EFFECT. 'Je of CN\- 16 CHECKED BY: APPROVED BY- DRAWING NO.: I 65
Date :12/5/07 � �' •
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WFY BATF. 4314 247
CITY ENGINEER R.C.E. 51152
\\ora—filsrv01 \ustnproj\200093\003\project_drawings\drainage\200093i11.dgn 12/11/2007 6: 52: 55 PM DFLTUSER