HomeMy WebLinkAbout5094-1-�II�IIIIIII� ,-I- I
... .......
AL
CITY OF FONTANA,
x PAVEMENT
1 w ,
PROPOSED
wO#
F PAVEMENT
L'
W-1 Z9AF "111111 1.14 9 2112A
y ' w i
REQUIRE REVISIONS TO THE PLANS TO
" BRING
-
CONFOWANCE WH
: STANDARDS
: ..',.:
i`
t
Yri c
}
TYPICAL
y IEMENT JUNN 1
R.
NOT
fl
sy. SCALE
•r.�ae�y ++^c
.. „
� d ,
/ q d
d ....A .. ,. `
.I
r5
s
't
.. 3
r
r• ,
i {
,
'•�,,, .,
. f
&,
P
SEWER LINE
P
--c
EXIST.
W WATER MAIN
STORM DRAIN ay
LINEI
EXIST. SEWER MANHOLEd
MANHOLE0 SEWER
CENTERLINE
9, rigg
nRE HYDRANT
STREET
3
PP i
LIGHT
DIRECTION RIGHT OF WAYg
w, ,,,, N ,,,, ,, ,. ✓„ 1�°,.,X, ,, u
.f.,,:.r,.,
INDICATESAVM
EXISTING
♦ ♦
PAVEMENTw.xraxm oeor,rraw• ur.+rs.. rrar,INDICATES OVERLAY is wrmwoaxos
e z ''4 rrv. esn ryy,rypy
�4 rrr`
EXISTING A.C. PAVEMENT -
............
y. w
BASIS OF BEMINGS:
PREPARED ♦
♦ BASISTHE
ITa ALLARD ENGINEERING
LENNAR RECORDED IN BOOK 35, PAGE 9. I
•
•
r# MONTECITO DRIVE, SUITE 302
:P
CORONA,
♦ BRASS
ii tis CONCRETE IN THE
BASE
s
LEG OF AN
TOWER
NORTH
(951) 817-35450. 2 MI WEST OF SAN
RD.,L
FAX
817-3650 SIERRA
OF A AVE.
1428.609
Civil
Engineering Il Land Surveying
16866 Saville AvenUE
Fontana, Califo is 92335
h.909
4j
353-1815 (999 -
�
>�
4 ♦
aiki -Sith+
Bpynnyd B, Allard, BEE, 79085 Data
(expires 3/31/2816)
V1 ITY p
KITC
CONSTRUCTION NOTES
`.
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
3;584—Lf-
2
;5 4 °
' PRECAST CONCRETE MANHOLE PER CITY
CONSTRUCT e ♦ • CLEANOUT PER CITY 3,791 LF
DWG. NO 2009
4 CONSTRUCT BACKWATER CHECK VALVE 56 EA
5 CONSTRUCT 10"
EXTRA STRENGTH V.C.P.
0 CONSTRUCT 6Y' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 C'j 40- EA
!J
EXISTING
EXISTINGL STRAIGHT I 1' I. L
-GRIND i P TRANSITION
10 CONSTRUCT 70 AC
N) OVER
COMPACTED NATIVE
L 157 SF
PAVEMENT f V f
11 INSTALL 16" PLUG I EA
i
h
F
y R G
^s
'
C
3� MAX SIZE NATIVE
SOIL,ED 95%
j T
11 ♦ •
10" MAX. 1 CrMAX.
TIVE
MAX SIZE NA 04
V 211144—filug
er 7
TYPICAL BEDDING FOR r VC?
LESS THAN 1W DEEP
NTS
3" MAX SOIL,
I TI
VE
i .. -., t
ED 957o♦
1 ON MAX I 1/�
� = x
MAX.:
NATIVE
BEDDING COMPACTEIP
CRUSHEDTO 90%
ff:§
STONE BEDDING
PER D 1
Y PUBLIC
WORKS
�
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN rELOW # VCP/DIP
111
7YPIC
II�
x, BEDDING i r #:
V OR DEEM
TABLE.
200-1.2(A)
SIEVE Y 1
GE
PASSING
I TITLE SHEET
1 112
SHEET 2 PINE LEAF AVENUE
i
i
j i
I
w
j
# ■ i
* # i
SHEET 5 SALT
'r
!
i
i D'i
AVENUESHEET
NO.r
0-15SHEET
7 ! OSA LINDA LANE
SHEET iV, CYPRESS
SHEET 9 CYPRESS AVENUE
ASTM C 131
a"
F',
TEST GRADING
i
,
T#vr F
i j1.1 R 1A
1 �L G j
#
w
a
SEWER
ADD
IMFMOVEWNT PLAN
<
DRAWN BY.
R •TITLE
SHEET
*.«,
•AS
NOTED
Ip 111111 rllllllll 1111/I 1 /IQ illlll
f 1__ #
# DESIGNED
Exp. #
j
. :.
ACT NO,
■
Y I
I
DATE:
.4 Will's
WN
v w
i
1Fr
. rFr !'.• J
w;
I
!
AM
CITY ENGINEER R.C.E. 51152
A [
ar,
lip 5
I
X # '
r
■
via
s'
a •
i X x' a
i" ,
■ y i ! i f
# ! # ! w
L Y ■ r Y
. , ! !
it � = ' � " � � X Y � w �• .. � ■ �
� i # * , x Y r !
.. - � -.- '' � +
airy ■
�. � .' � ill i:.
� � � s.. � w � � ■ � � � ,� ! � i .,..
-" ! ! •.. 111E , ! ! .',
� �. i ..: ] j 1 :' x ,, w ;. i :,
ILI
i
L F ! 7 #:r
11111 �M_
1 R .
r
2 Y !
� �
# N ! #i ■
� i #
1, s x
� x
#
r
,
I DESCRIPTIONREVISION +
-�II�IIIIIII� ,-I- I
... .......
AL
CITY OF FONTANA,
x PAVEMENT
1 w ,
PROPOSED
wO#
F PAVEMENT
L'
W-1 Z9AF "111111 1.14 9 2112A
y ' w i
REQUIRE REVISIONS TO THE PLANS TO
" BRING
-
CONFOWANCE WH
: STANDARDS
: ..',.:
i`
t
Yri c
}
TYPICAL
y IEMENT JUNN 1
R.
NOT
fl
sy. SCALE
•r.�ae�y ++^c
.. „
� d ,
/ q d
d ....A .. ,. `
.I
r5
s
't
.. 3
r
r• ,
i {
,
'•�,,, .,
. f
&,
P
SEWER LINE
P
--c
EXIST.
W WATER MAIN
STORM DRAIN ay
LINEI
EXIST. SEWER MANHOLEd
MANHOLE0 SEWER
CENTERLINE
9, rigg
nRE HYDRANT
STREET
3
PP i
LIGHT
DIRECTION RIGHT OF WAYg
w, ,,,, N ,,,, ,, ,. ✓„ 1�°,.,X, ,, u
.f.,,:.r,.,
INDICATESAVM
EXISTING
♦ ♦
PAVEMENTw.xraxm oeor,rraw• ur.+rs.. rrar,INDICATES OVERLAY is wrmwoaxos
e z ''4 rrv. esn ryy,rypy
�4 rrr`
EXISTING A.C. PAVEMENT -
............
y. w
BASIS OF BEMINGS:
PREPARED ♦
♦ BASISTHE
ITa ALLARD ENGINEERING
LENNAR RECORDED IN BOOK 35, PAGE 9. I
•
•
r# MONTECITO DRIVE, SUITE 302
:P
CORONA,
♦ BRASS
ii tis CONCRETE IN THE
BASE
s
LEG OF AN
TOWER
NORTH
(951) 817-35450. 2 MI WEST OF SAN
RD.,L
FAX
817-3650 SIERRA
OF A AVE.
1428.609
Civil
Engineering Il Land Surveying
16866 Saville AvenUE
Fontana, Califo is 92335
h.909
4j
353-1815 (999 -
�
>�
4 ♦
aiki -Sith+
Bpynnyd B, Allard, BEE, 79085 Data
(expires 3/31/2816)
V1 ITY p
KITC
CONSTRUCTION NOTES
`.
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
3;584—Lf-
2
;5 4 °
' PRECAST CONCRETE MANHOLE PER CITY
CONSTRUCT e ♦ • CLEANOUT PER CITY 3,791 LF
DWG. NO 2009
4 CONSTRUCT BACKWATER CHECK VALVE 56 EA
5 CONSTRUCT 10"
EXTRA STRENGTH V.C.P.
0 CONSTRUCT 6Y' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 C'j 40- EA
!J
EXISTING
EXISTINGL STRAIGHT I 1' I. L
-GRIND i P TRANSITION
10 CONSTRUCT 70 AC
N) OVER
COMPACTED NATIVE
L 157 SF
PAVEMENT f V f
11 INSTALL 16" PLUG I EA
i
h
F
y R G
^s
'
C
3� MAX SIZE NATIVE
SOIL,ED 95%
j T
11 ♦ •
10" MAX. 1 CrMAX.
TIVE
MAX SIZE NA 04
V 211144—filug
er 7
TYPICAL BEDDING FOR r VC?
LESS THAN 1W DEEP
NTS
3" MAX SOIL,
I TI
VE
i .. -., t
ED 957o♦
1 ON MAX I 1/�
� = x
MAX.:
NATIVE
BEDDING COMPACTEIP
CRUSHEDTO 90%
ff:§
STONE BEDDING
PER D 1
Y PUBLIC
WORKS
�
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN rELOW # VCP/DIP
111
7YPIC
II�
x, BEDDING i r #:
V OR DEEM
TABLE.
200-1.2(A)
SIEVE Y 1
GE
PASSING
I TITLE SHEET
1 112
SHEET 2 PINE LEAF AVENUE
HALLOWSHEET
SHEET 3 ROOTSTREET0
SHEET , STRAWBERRY y
90-100
* # i
SHEET 5 SALT
'r
0
20-60
i D'i
AVENUESHEET
NO.r
0-15SHEET
7 ! OSA LINDA LANE
SHEET iV, CYPRESS
SHEET 9 CYPRESS AVENUE
ASTM C 131
a"
F',
TEST GRADING
i
,
T#vr F
i j1.1 R 1A
1 �L G j
#
w
a
SEWER
ADD
IMFMOVEWNT PLAN
<
DRAWN BY.
R •TITLE
SHEET
*.«,
•AS
NOTED
Ip 111111 rllllllll 1111/I 1 /IQ illlll
f 1__ #
# DESIGNED
Exp. #
j
. :.
ACT NO,
■
Y I
I
DATE:
014
-... -.
v w
i
1Fr
. rFr !'.• J
w;
!
CITY ENGINEER R.C.E. 51152