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SEWER CENTERLINE CURVE DATA
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850.00'
189. 84'
95. 32'
63
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850. 00'
300.00'
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850. 00'
63. 80'
31. 92'
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850. 00'
121. 44'
60. 82'
S05
20022'350
850.00'
302.29'
i 152.76'
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MARA 00
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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HIGHLAND
REV. REVISION DESCRIPTION
7' Z40QV,N6,
V ADDED LATERAL M II + S-7. CC
------------- 171�� ---------
DATE ENGR. CITY DATE
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
STANDARDS IN EFFECT.
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•AVENUE
511
5
5
PROFILE SCALE
HORIZ: 1, = 40'
VERT: 1" = 4'
CONSTRUCTION NOTES: (SEWER IMPROVEMENTS)
61 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD N0. 112.
63 CONSTRUCT 10 INCH EXTRA STRENGTH VCP SEWER
64 CONSTRUCT 6 INCH EXTRA STRENGTH VCP SEWER LATERAL
HOUSE CLEAN OUT PER CITY OF FONTANA STD NO 125
INCLUDING BOX.
66 PLUG END OF PIPE.
CROSS-REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTION
AND APWA STANDARD PLANS SEE DRAWING NO. X SHEETS 1-11
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS
EXTEND BEYOND CENTER LINE.
APN •
DESIGN SEWER
STATION
73
240--061-030
74
1"`_40'
75
T4+25
76
33V WEST OF &OVER Aft
09-25-03
63
DRAWING NO.:
5
'ITY ENGINEER R.C.E 51152 -'DATE:
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rN
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- — — ----------- '
HIGHLAND
REV. REVISION DESCRIPTION
7' Z40QV,N6,
V ADDED LATERAL M II + S-7. CC
------------- 171�� ---------
DATE ENGR. CITY DATE
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
STANDARDS IN EFFECT.
E
77
ti
6
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Ln
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1. V)
T;=--PVVM--T.---
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. ..........
----------__ z L1�
- . ...
EXIST. CU & GUT -TE _J
MRW
%D
,C)
•AVENUE
511
5
5
PROFILE SCALE
HORIZ: 1, = 40'
VERT: 1" = 4'
CONSTRUCTION NOTES: (SEWER IMPROVEMENTS)
61 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD N0. 112.
63 CONSTRUCT 10 INCH EXTRA STRENGTH VCP SEWER
64 CONSTRUCT 6 INCH EXTRA STRENGTH VCP SEWER LATERAL
HOUSE CLEAN OUT PER CITY OF FONTANA STD NO 125
INCLUDING BOX.
66 PLUG END OF PIPE.
CROSS-REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTION
AND APWA STANDARD PLANS SEE DRAWING NO. X SHEETS 1-11
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS
EXTEND BEYOND CENTER LINE.
APN •
DESIGN SEWER
STATION
AS -BUILT
STATION
240--061-030
69+46
1"`_40'
240-061-031
T4+25
DATE:
2 160 N. R;Wmieworive, Ste, Oak
Ahakelp, Willt, taliformiq '?Zoo&
/� yN` ® Engineering, Itic.
Civil IL-moodf P1,111m;"
LAWRENCE GATES R.C.E. 45715 DATE J
PLANS PREPARED BY:
W WILLDAN
13191 Crossroads Parkway North, Suite 405
5s z Industry, CA 91746-3497 DRAWN BY:
No. C042866 a(562)908-6200 DB
EXP. 03-31-04
UNDER THE SUPERVISION OF: DESIGNED BY:
Jt riv — SCB
or C. 0E 3 CHECKED BYs
KENNETH J. RUKAVINA R.C.E. 42866 DATE VM/S'CB
I
CITY OF FONTANA
SEWER IMPROVEMENTS
SOUTH HIGHLAND AVENUE
1"`_40'
FROM ier EAST OF/CYPRESS Aft TO
DATE:
33V WEST OF &OVER Aft
09-25-03
PP E BTt
DRAWING NO.:
5
'ITY ENGINEER R.C.E 51152 -'DATE:
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