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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
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I. SEE SHEET 2 OF 3 FOR TRENCH DETAIL
2. FOR TITLE SHEET, SHEET INDEX AND MAP. GENERAL NOTES, TYPICAL
SECTION, AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12.
3. SEE STREET IMPROVEMENT PLANS DRAWING NO. 2997 SHEETS 17'& 18.
4. FOR DRAINAGE IMPROVEMENTS SEE DRAWING 3001 SHEETS 1-7.
CONSTRUCTION NOTES:
In PROTECT IN PLACE
63 CONSTRUCT 10 INCH EXTRA STRENGTH VCP SEWER
61 CONSTRUCT SEWER MAN HOLE PER APWA 200-2
64 CONSTRUCT 6 INCH VCP SEWER HOUSE CONNECTION
PER APWA 222-I
65 REMOVE EXISTING 8' STUB (L=5') AND
BREAK INTO EXISTING SEWER MANHOLE AND MODIFY
CHANNEL BASE PER APWA 208-I
66 PLUG END OF PIPE WITH ONE ROW OF BRICK AND MORTAR
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1 0 20 10 0 20 40 60 80 100
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BASIS OF BEARINGS: BENCHMARK:
THE CENTERLINE BEARING OF SOUTH HIGHLAND CITY OF FONTANA BENCHMARK NO. 615
BETWEEN CITRUS AND OLEANDER AVENUES= R.R. SPK. IN POLE OPP. LOS CEDROS
N 89' 53' 08" E. CITRUS AVENUE AT LOS CEDROS ELEV=1467.59
SHOULD CONSTRUCTION OF THE REQUIRED
PLANS PREPARED BY:
ESSIoyq
APN 240-011-041
42+80
IMPROVEMENTS NOT COMMENCE WITHIN TWO
Q�pF
�° OS A.IW WILLDAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
�Q ���\, �qyo �, 13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497
DRAWN BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THEA
Z
No. C060153 (562) 908-6200
DB/BM
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
* EXP. 03-31-04 * UNDER THE SUPERVISION OF:
DESIGNED BY:
PLANS TO BRING THEM INTO CONFORMANCE WITH
91F C1V 1�'
�F c \� 1 +-'/4
NJ/SB/CZ
CHECKED BY:
STANDARDS IN EFFECT.
CARLOS A. Z 0 R•C.E. 6 015 3 DATE
CZ
APN #
DESIGN SEWER
STATION
AS -BUILT
STATION
APN 240-011-038
41+95
APN 240-011-041
42+80
APN 240-011-040
43+25
CITY OF FONTANA
SEWER IMPROVEMENTS.
SOUTH HIGHLAND AVENUE SCALE:
I"=40'
DATE:
7 "Of CITRO'T
AVENUE OA- 14-03
VED BY: DRAWING NO.: I
' zLr�3 3359
,ITY ENGINEER R.C.E 51152 DATE: 3