HomeMy WebLinkAbout1403-6NOTE:
Negative sewer stationing
on this sheet.
NOTE:
Separate sewer stationing,
indicated on this sheet.
CORONADO AVENUE
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)��c? CDS
y- n
M oO0 43.00'-
--------------
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4
37 00' 43.00'
m
25
50
23
See sheet Nv.
CONSTRUCTION NOTES PACIFICA AvF-. ,
0--Covistruct 8" V.C.P. sewer main.
(2--) —Construct 4" V, C'. P. house laterals (typical) .
Manholes to be constructed per City of Fontana Std. Detail
No. 112.
stationing is based on street centerline unless otherwise
shown.
cuevc ,04r4:
l� 1,3
c; V N ! Z
----+- - — - . ...`. _ �'2¢ 53' G- 33./8" C/5•�l
c 2
43.00' /9.00' t= 2¢.0z
3800'
V N �
J � V
c• D � y
X,`�. Q
\ N
IQ V
3 � �
See weer` No 5
SoNoMA AVE.
14
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Special Construction - ConstrUet 611 G.I.P. with mechanical joints or 811 V.C.P.
with special concrete encasement per details above or 811 V,C.P• grouted
in continuos steel ca51in9. Length shall be 5' clear each way frown water main.
Special constrUction will be necessary where, 54nitary sewer mains or laterals
have le55 than IV of clearance between the bottom of . the water rnain and
the top of the Sewer.
Special construction will be necessary where the clearance between the bottom
of a storm drain and the top of the sewer main i5 beteen G" and 18!'
This condition i5 not anticipated on thio Project.
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.e'
L.
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Remal-k-s
C
6"Z611411
400.00'
4�e 9 4'
22. -r 9'
,0
8°,f3'01
400.00
6/.56'
30. V '
See weer` No 5
SoNoMA AVE.
14
I f 14 °tea
rpm
17
v: Lssloo
j
. f1�• A :IS:J
1
t�f r a
CITJi,
0P- pm
(,r7O e<7C71&)
s orf D�f orrr�`
�frarr� �;� pec/®� larr
UZU
file d ,�r�
4 -
r
/V"7 ySI/ J
ori fi,i,n plavf e , r;
or - r frcr ,c1Atbl trxyfe�--ral o
,vr�e rrry� ���artg �
Moe 0 h3 �o�r�r 1`e ' or' alb
G:p
Special Construction - ConstrUet 611 G.I.P. with mechanical joints or 811 V.C.P.
with special concrete encasement per details above or 811 V,C.P• grouted
in continuos steel ca51in9. Length shall be 5' clear each way frown water main.
Special constrUction will be necessary where, 54nitary sewer mains or laterals
have le55 than IV of clearance between the bottom of . the water rnain and
the top of the Sewer.
Special construction will be necessary where the clearance between the bottom
of a storm drain and the top of the sewer main i5 beteen G" and 18!'
This condition i5 not anticipated on thio Project.