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11 ISM
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GENERAL NOTES
(1) sFzwer and appurtenances shall be constructed in accordance
--__Withthese plans and the Standards of --the City of Fontana
and the standards special provisions for sanitary connection
in the City of Fontana.
(2) Excavation and trench work shall be performed in accordance
with applicable State construction safety orders. The
Contractor shall be required to show that a permit from the
Division of Industrial Safety has been obtained.before the
sewer construction permit can be issued.
(3) All 4" house laterals shall be installed on a 2% minimum
grade, unless otherwise approved by the City Engineer.
Terminate all 4" house laterals and 8" sewer mains at the
property line with a plug.
(4) Sewer Contractor shall chisel. 'X' in the curb at the location
of lateral.
(5) All pipe shall V. C. P., no substitution allowed.
(6) Manhole frames and covers to be constructed by the Sewer
Contractor 6" below finished surface grade and upon completiol
of paving, the Paving Contractor shall raise the same to the
finished grade.
(7) Adequate stakes shall be set by the Engineer to.enable the
Contractor to construct the works to the planned grades.
(8) Engineer shall check out original sewer improvement plans and transfer
AS BUILT' plan. before City's acceptance.of sewer system.
(9) Construction permit shall be .obtained from the City of Fontana Public
Works Department and San Bernardino County Transportation Depart
ment prior to any work on this project._
(10) No laterals shall be placed under driveway.
Stu b 5
el Plug
10+00•00 ELM
='6*80.45 CERES
H3
O Const. 8" VC P — 308'
1.3% -
EL V
VACANT
HORZ, SCALE I"= 40' I
VERT. SCALE 1 4' — Q
Con st• 8" VCP \ 43.E A �p EVfA
3��1.• Plug
Stub 5' 8� Plu MH2 ,f
-. , A I 'E'/I�U E do
CERES AVE.
See Sheet 2
CONSTRUCTION NOTES a
ESTIMATE OF QUANTITIES
Manholes per City Std, 112 4 EA
0 81' V.C.P. Sewer Main 1055 LF
O3 4" V.C.P. Sewer House Lateral 13 EA
exact location and length to be determined on site
11
CITRON AVE. R
Se. Sheet 2
A. C. Paving shall be per
San Bernardino
County Standards
PRIVATE ENIINEEW S NOTC TO 'C;i* TRA(=T0A
- �ntraOtc�r �:�r���s
that he sha: L amqul;le ale am
' `y - Clete x"s�Ponsibility for job site
Selected native • ' •' • conditions e ,rine the coursos of constrv,,,tion of this prt�j�ct, including safety of all
.. �•sona and rb , y
soil max, size r" •• y • • � � p
. pet,"ty; that th�'_s ��Kpirer -ant shall apr�pl continuously and not be limited
compacted to 90% ', . � � - -
O • to normal wbr_ tin he a
y/ g rs i�e:ieer'thaml�asac 'c any
defertc�, inderrihify ar,-1 hold the
r tik�u2lt the Owner and the y tihd al?, liability, real or alleged,
''I crZ ecti&. with t�t� petfor ,Ance of vc--k on this r0 edt ex . , ;
� p j � ceptii�g fG._ _. iab.�lity
arising fron � the sole of the owner or the Engineor.
TYPICAL BEDDING
8" VCP less than 10' deep
NOTE: BENCH MARK WALTER W. HU CONSULTING ENGINEER
ALL THESE PROPERTIES PRIOR TO SEWER CONNECTION 13M#232 Book 157- B 11655- COUNTRYSIDE DRIVE
IRREVOCABLE LETTER OF ANNEXATION FOR Railroad Spike in P.P.#872941 E FONTANA, CA 92335
at NE corner of Ceres and Poplar (714) - 6855762
- intersection.
Elevation 1207.414 ft. APPROVED 8Y�� j /' /, •�
• - WALTER W HU, RCE %3 1
0%9NO.
` GI EX
RATION P.
DATE
A. T. 8► r F. R._R. --_ _ -- - -
vr��a�v I n♦ w.
VICINITY 8i I NOEX MAP
SCALE 1 11 = 200'
G
NO.29954 ^�
RECORD -DRAWING-:
TY OF FONTANA, CALIFORNIA
PU B*L I C - WORKS DEPART M EDIT -
DRAWN BY�'RACT N0, 14074 SCALE
YMP SEWER PLAN AS NOTED
DESIGNED BY T
HU ELM AVENUEENGR
12- t6-'88
F
DESCRIPTION APPR DATE- APPR DATE CHECKED BY APPROVED SHEET D.R.NO,
REViSC
_ 6 57,3.•
5'
312 .'00'
-
'" 42.85
100.00
b�
\
`
106.84'
60.00'
50.6'
:•�,,:,'' •;
�:;:;:..
•�'�
°
N )T A o
s•'�
�
NOT A PART
�
12,
ICAI'APiyr
M
+
8
o
N
7'
18'
I8�
7•
17.85'
�
a�
_
Nao
N
25
L5'
9
t
�
CERES AVE.
See Sheet 2
CONSTRUCTION NOTES a
ESTIMATE OF QUANTITIES
Manholes per City Std, 112 4 EA
0 81' V.C.P. Sewer Main 1055 LF
O3 4" V.C.P. Sewer House Lateral 13 EA
exact location and length to be determined on site
11
CITRON AVE. R
Se. Sheet 2
A. C. Paving shall be per
San Bernardino
County Standards
PRIVATE ENIINEEW S NOTC TO 'C;i* TRA(=T0A
- �ntraOtc�r �:�r���s
that he sha: L amqul;le ale am
' `y - Clete x"s�Ponsibility for job site
Selected native • ' •' • conditions e ,rine the coursos of constrv,,,tion of this prt�j�ct, including safety of all
.. �•sona and rb , y
soil max, size r" •• y • • � � p
. pet,"ty; that th�'_s ��Kpirer -ant shall apr�pl continuously and not be limited
compacted to 90% ', . � � - -
O • to normal wbr_ tin he a
y/ g rs i�e:ieer'thaml�asac 'c any
defertc�, inderrihify ar,-1 hold the
r tik�u2lt the Owner and the y tihd al?, liability, real or alleged,
''I crZ ecti&. with t�t� petfor ,Ance of vc--k on this r0 edt ex . , ;
� p j � ceptii�g fG._ _. iab.�lity
arising fron � the sole of the owner or the Engineor.
TYPICAL BEDDING
8" VCP less than 10' deep
NOTE: BENCH MARK WALTER W. HU CONSULTING ENGINEER
ALL THESE PROPERTIES PRIOR TO SEWER CONNECTION 13M#232 Book 157- B 11655- COUNTRYSIDE DRIVE
IRREVOCABLE LETTER OF ANNEXATION FOR Railroad Spike in P.P.#872941 E FONTANA, CA 92335
at NE corner of Ceres and Poplar (714) - 6855762
- intersection.
Elevation 1207.414 ft. APPROVED 8Y�� j /' /, •�
• - WALTER W HU, RCE %3 1
0%9NO.
` GI EX
RATION P.
DATE
A. T. 8► r F. R._R. --_ _ -- - -
vr��a�v I n♦ w.
VICINITY 8i I NOEX MAP
SCALE 1 11 = 200'
G
NO.29954 ^�
RECORD -DRAWING-:
TY OF FONTANA, CALIFORNIA
PU B*L I C - WORKS DEPART M EDIT -
DRAWN BY�'RACT N0, 14074 SCALE
YMP SEWER PLAN AS NOTED
DESIGNED BY T
HU ELM AVENUEENGR
12- t6-'88
F
DESCRIPTION APPR DATE- APPR DATE CHECKED BY APPROVED SHEET D.R.NO,
REViSC
_ 6 57,3.•