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1024.32
INV 18"
5=0.0064
PROPOSED
GRADE
25+00
26+00
2'7+00
28+00
29+00
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1026.13
INV 36"
S=0.0044
INV 24
SD LINE "B"
1024.20 INV
CONST. 100.79 L.F. - 96" RCP
D-1500
33+00
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;PROP ES8 ER
� 1034.08 INV
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"A-7"
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-1030
MORTAR SEAL �-
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D LAT / A-5 j ,
A-4"
1024.32
INV 18"
5=0.0064
PROPOSED
GRADE
25+00
26+00
2'7+00
28+00
29+00
CO
� J
n O �
00 Z �i
N � �
Q -�
f~!7 U
XISTINI
S=0.0044
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D-1500
31 +00
32+00
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CTA Z2i701R
LAT
A-6"
1026.13
INV 36"
S=0.0044
INV 24
SD LINE "B"
1024.20 INV
CONST. 100.79 L.F. - 96" RCP
D-1500
33+00
�� 0100=166.00 CFS � �
a, J max= .
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(n U �
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(1042.05 BOT.)
STA. 34+11.65
;PROP ES8 ER
� 1034.08 INV
SD LAT \
"A-7"
BRICK &
-1030
MORTAR SEAL �-
S=0.0100--�-.--�_. ;� -
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RADIUS
TANGENT
LENGTH
W
�a
���
1008.
17.67'
iY �; � 3O
,��
1008.
EX _GAS * � 4O
'_
Z�
STA. 10+34.6 O
CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
END PIP 3
l � � 1043.55 INV. O
CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
+WZ HWN
MSO fnm�
NZO
(/)W.--
`\�,
I� p! � NO'22'16"W 56.00' 5 7O
1020
1008.
" -0�1 __ _
\ - O
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
�-
T �..�'
/ A \
STA. 34+65.24 8
1027N66 PNV. O
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011.
14
`
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012.
11
.__._.. .. ..
3009.
,_ � 12
ha-ZO
_ � �� , 13
CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022.
� "" � ,� 14
CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. N0. 221-2.
(n W�
'� N 15
REMOVE EXISTING CATCH BASIN.
to
s....
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.,
... �
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._..� . .
..
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CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
RADIUS
TANGENT
LENGTH
W
O
CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
17.67'
iY �; � 3O
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
EX _GAS * � 4O
CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
STA. 10+34.6 O
CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
END PIP 3
l � � 1043.55 INV. O
CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
'�'
`\�,
I� p! � NO'22'16"W 56.00' 5 7O
CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
" -0�1 __ _
\ - O
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
T �..�'
/ A \
STA. 34+65.24 8
1027N66 PNV. O
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011.
14
EX 8" WATER 10
910'
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012.
11
CONSTRUCT JUNCTION STRUCTURE -PIPE-TO-PIPE PER CITY OF FONTANA STD. PLAN
3009.
,_ � 12
ABANDON IN PLACE.
_ � �� , 13
CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022.
� "" � ,� 14
CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. N0. 221-2.
'� N 15
REMOVE EXISTING CATCH BASIN.
to
16
CONNECT TO EXISTING STORM DRAIN.
��� O
17
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004,
"W" AND "V" PER PLAN.
- � � 18
INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6.
I�
X 17" WATER
� 19
INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002.
I
ROP SEWER Z 20
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C.
21
REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES.
EX 3" GAS � 22
CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD.
1008.
00' 23
CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. N0. 340-2.
10'
4.00' � 24
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN
3005.
10'
25
CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD.
,_
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w
PLAN 3017.
� 40 80 120
SEE SHEET 5
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
B
45'00'00"
22.50'
9.32'
17.67'
C
45'00'00"
22.50'
9.32'
17.67'
SCALE:1 "'=40"
W�/�# 8 360374407 OR >3-O>8
Q � SHOULD CONSTRUCTION OF THE REQUIRED oQROFEss/pNq� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO �`����pRD STFFti ThienesEngineering, �/7C. STORM DRAIN IMPROVEMENT PLAN
� � Z G'� CML ENG/NEERING •LAND SURl�EY1NG
o YEARS OF THE DATE OF APPROVAL SHOWN HEREON � � � � 14349 F/RESTONE BOULEVARD DRAWN BY: SCALE:
W W � r^ LA M/RADA, CALIFORN/A 90638 0 LE A N D E R A VE N U E
DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. N0. 56155 r, * PH. (714)521-4811 FAX(714J521-4173 MC „ „ AS SHOWN
TW❑ W❑RK I NG DESIGNED BY: DATE:
BEF❑RE � DAYS BEF❑RE CITY ENGINEER MAY REQUIRE REVISIONS TO THE �� ExP. 12 -31 -Is �� LI
Y❑U DIG Yau DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F p����' `�� • � 1 CHECKEBW• A 25+00.0 TO 34+65.24
_ _ _ O Date � APP VED _ DRAWING NO.:
A PUBLIC SERVICE BY UNDERGR❑UNDOER ICE ALORT �F � A`�� o C�.t/ DATE: �'� ' /�j 4
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. REINHARD STEN EL RCE N0. 56155 MR CITY ENGINE R.C.E. 51152 5709
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