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PROPOSED STORM DRAIN IMPROVM'TS
SEE DWG NO.3001
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DESIGN SEWER
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SOUTH
REV.
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
C/L SOUTH HIGHLAND AVE. N89'53'08"E - "-- -•_`��
--�- EXIST. CURB" & GUTTER _ w
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44+57
240-011-045
48+42
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HIGHLAND
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED
'Eco2� ae.4w�ivc •2/i x'' IMPROVEMENTS NOT COMMENCE WITHIN TWO
t\`t' i r0- Li?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
1-7 STANDARDS IN EFFECT.
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AVENUE
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20 10 0 20 40 60 80 100
'111111111111111111 ONE"
SCALE: 1'=40'
CONSTRUCTION NOTES: (SEWER IMPROVEMENTS)
61 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD NO. 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.
5, BREAK INTO EXISTING SEWER MANHOLE AND MODIFY
CHANNEL BASE PER APWA 208-1
66 PLUG END OF PIPE.
_7 Coo'ST(LLV U iNcH JCp S�u%�� Ls�TE�t4L u�� i I -I
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CROSS-REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND
APWA STANDARD PLANS SEE DRAWING NO. 3444 SHEETS 1 -II.
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS
EXTEND BEYOND CENTER LINE.
3. DRAINAGE IMPROVEMENTS SEE DRAWING NO 3446.
PLANS PREPARED BY:
Q�pFESS/pN W WILLDAN
o q�
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497 DRAWN BY:
No, C042866 T (562) 908-6200 DB
* EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY:
sf civ \_ SCB
�fF OF C Al �?i�i < 3 CHECKED BY:
KENNETH J. RUKAVINA R.C.E. 42866 DATE VM/SCB
APN
DESIGN SEWER
STATION
AS -BUILT
STATION
240-011-042
44+57
240-011-045
48+42
CITY OF FONTANA
SEWER IMPROVEMENTS
SOUTH HIGHLAND AVENUE 5iA`_go'
FROM 200' E. O CITRUS AVE TO DATE:
293' W. OF LE DER AVE 09-25-03
PPRO E Y: DRAWING NO.:
f,ry ENGINEER R.C.E 51152 DATE\ 3 4 4 5 5
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