HomeMy WebLinkAbout4314-62LEGEND
EXISTING STORM DRAIN PIPE
BEGIN 124" RCP AVENUE
PROPOSED STORM DRAIN PIPE W LATERAL D5
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It RIM=934.5
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_ S/W P N I NV=926. 66 1 I I
FL=925, 17 j (SCE) (ADE FHIA) (W/UG & 3 TRANS) FL=92' �9 3Q" RCF FLOWS SE - ti II SEWER MH
— 5/W DRAIN S/W DRAIN �I_L ( !I RIM=934.4
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R :' 926. 6 t - (S8C? R I M=933. 68- -
RIM -934,41
R i M=9?7. 93
i NV=922. 44
CONSTRUCTION NOTES - SEWER M _---- r CNV=91bQ\SEWER MFH
RIM -90 I . 89 ; 0" 9 1 .i, : I 0 U/GV TELEFHCNE �'
INV=905. 95 I <, .. ...__... 30 RCP FI �iWS W ! NV=9 � 9. 66 _ ; � � _ £�6" RCP FLOWS W - --- 12"RCP �!
`�6" RCF FLAWS W / 66" RdP FLOW W _ _, f? I M'92 w % R I'M=934.'00 I `
1 NV2I ,� {IC,
I„m '' - INV=9:5.82
7 1 CONSTRUCT 24” RCP (D -LOAD) PER PROF ISE �2yQ232E f J T2" RCF LC?t5 w_, SEWER 24" RCP FLOWS SW
INV=915.27 12" PVC IN FROM N
' REMOVAL NOTES � INV=924.55
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 38 1 - 1 30" RCP FLOWS W
80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 320-1 61 REMOVE EXISTING STRUCTURE SCALE IN FEET
85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO.3004 60 REMOVE EXISTING PIPE
0 40 80 120
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 4 Prepared Under The Supery 1 s T on Of C I 1 'Y OF F O N TA N A, CALIFORNIA
pFESS o JURUPf4 AVENUE STREET IMPROVEMENTS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL '` DRAWN BY:
N WILLIAM DUNG Z SCALE;
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m MM DRAINAGE & UTILITY PLAN Ill
=40'
HDR ENGINEERING, INC DIAL TWO WORKING THE CITY ENG I NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO "°. 5715 DESIGNED BY: DATE:
2280 MARKET STREET, SUITE 100 BEFORE DAYS BEFORE BR I NG THEM INTO CONFORMANCE W I TH CONDI T I ONS Exp. 9-30-09
-3 L 9 BJS STA 130+40 TO STA 142+40 12/5/2 07
YOU DIG YOU DIG
RIVERSIDE CA. 92501 AND STANDARDS IN EFFECT. 4TF OF CA��F°tea CHECKED BY: APPROVED BY: DRAWING NO.: 62
1 TOLL FREE 1-800-227-2600 .- /.
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Date :12/5/07 WFY �-a, tr-44L1 'tet -rove '� 03����0� 4314
CITY ENGINEER R.C.E. 51152 DATE: 247
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LEGEND
EXISTING STORM DRAIN PIPE
BEGIN 124" RCP AVENUE
PROPOSED STORM DRAIN PIPE W LATERAL D5
EXISTING CATCH BASIN j 0 STA. 10+26.00
I
O PROPOSED CATCH BASIN j (� END 24" RCP y�
1 � Z LATERAL D5 I !
I W ST. STA. 1 1 + 1 0. 50 CB (ALMOND AVE) ,
I a�
85 W= 21.0' V= 1 1. 0' i :Iv ='t j s9 MANNQL
It RIM=934.5
TC=934.45 �-----
t tw ? 4" -927. 2
1 SD MANHOLE it t � 2�" RCP F
S/W DRAIN PP429U2'I_: 12KV/h6KV RIM=933. 74 v1 I I
_ S/W P N I NV=926. 66 1 I I
FL=925, 17 j (SCE) (ADE FHIA) (W/UG & 3 TRANS) FL=92' �9 3Q" RCF FLOWS SE - ti II SEWER MH
— 5/W DRAIN S/W DRAIN �I_L ( !I RIM=934.4
c , IW DRAIN
}...--- RIM = 9 3 3, 8 Q - r ! I- " ""__ _-_•_- -
_.FL -92 >/W { a SEWER MH -.1 I
FL -924, 33 _ 1 NV=925 ( i INV -925.1£
Pr 8� 128E = L. 9? �z> i //
1 , 6 PUMP SYST
<<---�_._ I FL -928, 8! I
S/W DRAIN 1
tS� aELF I, ' 1 FL=92' -),73 FRE I 1 2 PV;_ F _CWS 4 iw '
1 �: I :� S- N' _f..:>RAIN ___PRINKLER
W i?.AiN �^CHECK FH
n » FH P «-_ IrK r bKV P 8979 �E 12 . Vl66KV
� 1 1 FL-_�,,GI L 76 vALtrE W DRAIN P 8 � .
! `,/Y�' DESA I N t -- = �- p _...__ � ' J. F; r -r 4W �i
- ` S/W DRAIN 'l � _ r < }.S ,E ( Pr N;A} \ I �oTSPE?
(SBC) FL=928. f0 /'(SCE. ( PHIA) �'' TRA TLT TRA
--- B
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INV=93 .33
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Q-{ - --------------------------------------------------------------------------------N N W ----- ------------------------- ------ -------------- -- - --- -----------�_--------
W �" -- "43-1- 132 133 134 135 136 137 m ,` I i 142 H w
W (a RIM 9 C.SEWt
Y 91z.
JURUPA AVENUE
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W
1 � _ RIM=3Z�. i
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W � I � RCF F, ��,�: _
1
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[ _. - _. /G TELEPHQNE ANCHOR
T } PHQINE f r
-----/ > E w E R - MH _
_-......._. e SD MANHOLE
�r a S _
�=f MANHOLE -- RIM=926.67: - >D ifiA H{3E E --� _ PP#4290224E 43-1.7.840 __ tSE E -R M:
R :' 926. 6 t - (S8C? R I M=933. 68- -
RIM -934,41
R i M=9?7. 93
i NV=922. 44
CONSTRUCTION NOTES - SEWER M _---- r CNV=91bQ\SEWER MFH
RIM -90 I . 89 ; 0" 9 1 .i, : I 0 U/GV TELEFHCNE �'
INV=905. 95 I <, .. ...__... 30 RCP FI �iWS W ! NV=9 � 9. 66 _ ; � � _ £�6" RCP FLOWS W - --- 12"RCP �!
`�6" RCF FLAWS W / 66" RdP FLOW W _ _, f? I M'92 w % R I'M=934.'00 I `
1 NV2I ,� {IC,
I„m '' - INV=9:5.82
7 1 CONSTRUCT 24” RCP (D -LOAD) PER PROF ISE �2yQ232E f J T2" RCF LC?t5 w_, SEWER 24" RCP FLOWS SW
INV=915.27 12" PVC IN FROM N
' REMOVAL NOTES � INV=924.55
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 38 1 - 1 30" RCP FLOWS W
80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 320-1 61 REMOVE EXISTING STRUCTURE SCALE IN FEET
85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO.3004 60 REMOVE EXISTING PIPE
0 40 80 120
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 4 Prepared Under The Supery 1 s T on Of C I 1 'Y OF F O N TA N A, CALIFORNIA
pFESS o JURUPf4 AVENUE STREET IMPROVEMENTS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL '` DRAWN BY:
N WILLIAM DUNG Z SCALE;
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m MM DRAINAGE & UTILITY PLAN Ill
=40'
HDR ENGINEERING, INC DIAL TWO WORKING THE CITY ENG I NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO "°. 5715 DESIGNED BY: DATE:
2280 MARKET STREET, SUITE 100 BEFORE DAYS BEFORE BR I NG THEM INTO CONFORMANCE W I TH CONDI T I ONS Exp. 9-30-09
-3 L 9 BJS STA 130+40 TO STA 142+40 12/5/2 07
YOU DIG YOU DIG
RIVERSIDE CA. 92501 AND STANDARDS IN EFFECT. 4TF OF CA��F°tea CHECKED BY: APPROVED BY: DRAWING NO.: 62
1 TOLL FREE 1-800-227-2600 .- /.
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Date :12/5/07 WFY �-a, tr-44L1 'tet -rove '� 03����0� 4314
CITY ENGINEER R.C.E. 51152 DATE: 247
\\ora—filsrv01 \u stn pro f\200093\003\project_drawings\drainage\200093iO8.dgn 12 /12 /?nn7 2: 51: 42 PM AFI TI lSFR