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_.'I ___,._ :. 8 EXTRA STRENGTH VCP EWER _ ,_.... ___.:
STRENGTH VCP WER — -_. __ - ._ X .. _ -
10+00 11+00 12+00 13+00 14+00 15+00 VEFIT: 1"- 40
-BASELINE AVENUE
SEE CITY OF FONTANA
D�YCs. N'10. 3`53
ELACIITHORN DRIVE 4
SEE SMET 2 126
'
50' 60
EXIST. R/W PER 12' 48' 54' i '
25 25 DWG NO. 3063 2
5' 20' 20' S'
CL
— 5,� Tsz
—---- I W !� c� I I m Ii I I EXIST. RCB
Q iw I I 1 11
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QO 82 81 s0 z 79 78 77 76 75Q
I �I
3 I
51 PUE + I CURB & GUTTER
I (
z 3 I I I I; I I PER DWG N0. 3063
I ( IJJ 3 I ( I
5 II
I 3 a 3 5 PROPOSED -, !� I ICN
( I I I I EXIST. R/W PER
2 RAW - -/ �� ( I I I DWG N0. 3063
I w M + I
10+00.00 CL FOXGLOVE PLACE= i `1-10._ :o
12+41.00 CL BLACKTHORN DRIVE— 11 N 12 13 NOO'00'001W 14 `I
MANHOLE NO. 1
1 — — — — — — —
f� ��
------------------- — -------
---------- --- —---------------------_
x
10+00.00 CL FOXGLOVE PLACE= i ( w '� RAW " 3 !� I I I I +) I EXIST DBL 10'x8' RCB
I 3 3 3 5 w I I i PER DWG NO. 3050
12+46.00 CL BLACKTHORN DRIVE I Q PROPOSED 8 �'
PROPOSED ca �II I I '
5 WATER BY OTHERS 3 _ U,tn
! I I ( II MEDIAN CURB PER
DWG NO. 3063
b7 b5 b9 70 71 72 73 3 74 I I I ;I I EXISTING 10" SEWER
I Q 0 I I ( r (�I
I I z i I i II
— I +
2) I( r ril
EXISTING 8" GAS
EXISTING 17" WATER
EXISTING 12" WATER
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
Pio. 43976
EXP. eis0107
o�cauFc�
i
�REC01"R�DEDQCUPVII T
CONSTRUCTION NOTES
These Record Documents have been)dh
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 112
based on information provided by o� CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
Design Professional has not verified th
and/or completeness of this informatioCITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
not be responsible for any errors or "CONSTRUCT 8 EXTRA STRENGTH VCP SEWER MAIN
ay be incorporated herein as a
i INSTALL BACKWATER CHECK VALVE
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTIO'"I OF Rf;(�[If:"E® RENT; RK Prepared By: ?v H4 CITY OF FONTAN , CALIFORNIA
ROS NOT C0 CE PREPARED FOR: ALLARD ENGINEERING ���,O?v � Hq,��l�y ii**'' /� }�
CITY OF FONTANA BENCHMARK N0. 361. F SEEDER IMPROVEMENT �LC�1®
TWO YEARS OF TIS DATE OF APPROVAL YOUNG HOMMi Civil Engineering - Land Surveying - Land Planning � O � �
A � A r",AW MAMA~ SHO O CARROD FORM IN A 8253 Sierra Avenue Z DRAWN BY: SCALE: "
10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE No. 43976 rn AE TRACT ®. lb � 1 -40
DILI��, qq, Cj1'y FdITCY Fontana, California 92335 w m
DIAL TW❑ W❑RK I NG Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: DATE:
IA BEFORE DAYS BEFORE RE REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE (909) 356-1815 Fax (909) 356-1795 * * AE OGL ATE „LACE JUNE, 2003
Y ❑ U DIG YOU DIG JOB S E f'O CONFORMANCE WITH Fax 90s 477-6725 `� �
( ) 3 9T C t- �r'� CHECKED BY PRO ' D BY: - DRAWING NO.: 4
TOLL FREE 1-800-227-2600 CONDMONS AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FOFF
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' Z_?A3 WINq Z �- .2 ELEVATION: ISACT (expires 6/30/2005) CALF DSH CITY ENGINEER R.C.E. 51152 W67 f
5
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SEER LATERALS TRACT 1"03
S
LOT NO.
DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
67
10+57 %k
68
11+35 —
69
11+47 —
70
12+41 %k
71
12+53 %k
72
13+45 —
73
13+57 —
74
14+15 —
75
14+19 —
76
13+61 —
77
13+41 —
78
12+57
79
12+37 %k
80
11+51 —
81
11+31 —
82
10+61 %k
i
�REC01"R�DEDQCUPVII T
CONSTRUCTION NOTES
These Record Documents have been)dh
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 112
based on information provided by o� CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
Design Professional has not verified th
and/or completeness of this informatioCITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
not be responsible for any errors or "CONSTRUCT 8 EXTRA STRENGTH VCP SEWER MAIN
ay be incorporated herein as a
i INSTALL BACKWATER CHECK VALVE
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTIO'"I OF Rf;(�[If:"E® RENT; RK Prepared By: ?v H4 CITY OF FONTAN , CALIFORNIA
ROS NOT C0 CE PREPARED FOR: ALLARD ENGINEERING ���,O?v � Hq,��l�y ii**'' /� }�
CITY OF FONTANA BENCHMARK N0. 361. F SEEDER IMPROVEMENT �LC�1®
TWO YEARS OF TIS DATE OF APPROVAL YOUNG HOMMi Civil Engineering - Land Surveying - Land Planning � O � �
A � A r",AW MAMA~ SHO O CARROD FORM IN A 8253 Sierra Avenue Z DRAWN BY: SCALE: "
10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE No. 43976 rn AE TRACT ®. lb � 1 -40
DILI��, qq, Cj1'y FdITCY Fontana, California 92335 w m
DIAL TW❑ W❑RK I NG Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: DATE:
IA BEFORE DAYS BEFORE RE REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE (909) 356-1815 Fax (909) 356-1795 * * AE OGL ATE „LACE JUNE, 2003
Y ❑ U DIG YOU DIG JOB S E f'O CONFORMANCE WITH Fax 90s 477-6725 `� �
( ) 3 9T C t- �r'� CHECKED BY PRO ' D BY: - DRAWING NO.: 4
TOLL FREE 1-800-227-2600 CONDMONS AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FOFF
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' Z_?A3 WINq Z �- .2 ELEVATION: ISACT (expires 6/30/2005) CALF DSH CITY ENGINEER R.C.E. 51152 W67 f
5
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