HomeMy WebLinkAbout3445-51
PROFILE SCALE
HORIZ: In = 40'
VERT: 1' = 4'
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AVENUE
BREAK INTO EXISTING SEWER MANHOLE AND MODIFY
CHANNEL BASE PER APWA 208-I
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 N0. 125 INCLUDING BOX.
�5 BREAK INTO EXISTING SEWER MANHOLE AND MODIFY
CHANNEL BASE PER APWA 208-I
66 PLUG END OF PIPE.
APN #
DESIGN SEWER
STATION
AS -BUILT
STATION
240-061-027
79+80
240-061-028
80+31
CROSS-REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS,
AND APWA STANDARD PLANS SEE DRAWING NO. 3444 SHEETS 1-11.
2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH
REMOVALS EXTEND BEYOND CENTER LINE.
3. DRAINAGE IMPROVEMENTS SEE DRAWING NO 3446.
20 10 0 20 40, 60 80 100
SCALE: 1'=40'
Ln
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CURVE DATA
N0. A R L T
° 00' 298.29' 150.69'
s5 20"06'24, 24 s5o.
A D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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.
PLANS PREPARED BY:
D Q%pF E S S J pNgl S WILLDAN
��`� ��� �' R�yq �`y 13191 Crossroads Parkway North Suite 405
�'
I-Qa � - Industry, CA 91746-3497
No. C042866 T (562) 908-6200
d EXP. 03-31-04
* � * UNDER THE SUPERVISION OF:
s Q
rglF -��o��,� � �
OF C p�. %�i 3
Kt NNETH J. RUKAVINA R.C.E. 42866 DATE
CITY O FONTANA
Q
'CO,E'A D,C�AN�/N6
-2(-Ct�
1•�•�
SEWER IMPROVEMENTS
_
DRAWN BY.
DB
SOUTH HIGHLAND AVENUE
FROM SSS WESF JUNIPER AVE. TO
890' WEST;a SIER AYE.
SCALE:
DESIGNED BY:
sCB
DATE:
CHECKED BY.
CZM/SCB
PP V BY:
EQ
DRAWING 0.03
3445
5
5
CITY ENGINEER R.C.E 51152 DA E.
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