HomeMy WebLinkAbout4014-2TOP OF STRUCTURAL
PAVEMENT SUBGRADE
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL
TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED.
2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
CONSTRUCTION NOTES:
Ol INSTALL 8" VCP EXTRA STRENGTH SEWER
20 CONSTRUCT STANDARD PRECAST MANHOLE PER CITY OF FONTANA
STD. DETAIL 112. I.D. = 48"
3O INSTALL 8" VCP PLUG
4O REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER
ABBREVIA TIONS / LEGEND
1:1
SLOPE OR FLATTER
■■■i■■iii=��■■■■■■�
SEWER LA TERAL
OR
ADEQUATE SHORING
- - �- - -
SEWER
POST INDICA TOR VALVE
- - ---W- - -
WA TER
FIRE DEPT CONNECTION
_
m.
90% COMPACTED
\/
- - �- - -
TELEPHONE c
NATIVE BACKFILL
- - -E- - -
ELECTRIC
METER
6" MAX. SIZE
\/\
MAN HOLE
CLEAN OUT
GRANULAR BEDDING FROM
DESIGNED BK
MNS
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
CHECKED B
41 RRN
APP VED B
& .Z ' ��
DRAWING NO.
4014
2
2
6" MIN. III
=
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III
—
C TY ENGINEER R. C. E. 51152 DATE
8 MAX.
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HE I D E
STORM DRAIN
PIPE
GRANULAR BEDDING FROM
SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2" CRUSHED STONE BEDDING.
TRENCH DETAIL
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL
TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED.
2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
CONSTRUCTION NOTES:
Ol INSTALL 8" VCP EXTRA STRENGTH SEWER
20 CONSTRUCT STANDARD PRECAST MANHOLE PER CITY OF FONTANA
STD. DETAIL 112. I.D. = 48"
3O INSTALL 8" VCP PLUG
4O REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER
ABBREVIA TIONS / LEGEND
G
r7
Z7-00 r7
ll1iiri�iiii
_ I
°0 0
14
0° �-
PRPP` --
c� PROPpSE-� OG
_ lW 4
i I PROP. l',/Iy-�
,fAl
C C.
SEWER MAIN
WATER MAIN
■■■i■■iii=��■■■■■■�
SEWER LA TERAL
FIRE H YDRAN T
DATE
- - �- - -
SEWER
POST INDICA TOR VALVE
- - ---W- - -
WA TER
FIRE DEPT CONNECTION
_
m.
STORM DRAIN
GA TE VAL VE
- - �- - -
TELEPHONE c
BA CK FL 0 W PRE VEN TOR
- - -E- - -
ELECTRIC
METER
SCALE:
AS SHOWN
GAS
MAN HOLE
CLEAN OUT
G
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ll1iiri�iiii
_ I
°0 0
14
0° �-
PRPP` --
c� PROPpSE-� OG
_ lW 4
i I PROP. l',/Iy-�
,fAl
C C.
13+00
. . ..............
_ — N
N13'54'07'IN
16-1-00 i
--moo — - 17 00
1,3706
EXISTING 24" SO 0, Lq 7FR,q� A
PER DWG. NO. 3814
_ PROP. 16" WATER _
PROPOSED C & G r -
PROPOSED SIDEWALK j
TE�srA 17
TE P. M. N0. �3J4
4'01106
O REV. REVISION DESCRIPT70N
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R&Gor i Drawl
wt%- a
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& STUB
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CYPRESS AVE.
20+00 0 s CL SIERRA IAKES PKC
EXISTING 8 VGP �I
1 m � �,50+'31'4
-i
P E AVENUE
3
BENCH MARK. -,f 8-17 BASIS OF BEAR/NGS:
CAL TRANS BENCHMARK -17. A
BRASS CAP /N THE CO CRETE BASE OF THE BRG. CL SU N089'59'31"E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO.
OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
OF SIERRA A VE.
ELEVA TION: J 1428.609
i I i 11 ARKWAY
SIERRA LAKES
PER OWG. NO P3237
■■■i■■iii=��■■■■■■�
ENGR.
CITY
DATE
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVISIONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
QROFESS/O/V
��� �, N I E - 'cIN
ti
�' )
o C 66388 c
*
S Exp: 6-30-08
'9T i v ���
FOFC
Prepared Under The Supervision Of :
P P
PREPARED IN THE OFFICE OF
MADOLE AND A SSOCIA TES, INC.
760-A ONTARIO, ROCHESTER
CA S9 761AVENUE
PHONE (909) 937-9151
`
144�"'-.' Date
1Y imp ■■��
_
m.
SEWER IMPROVEMENT PLANS
DRAWN 8K
RF
CYPRESS AVENUE
13+00
. . ..............
_ — N
N13'54'07'IN
16-1-00 i
--moo — - 17 00
1,3706
EXISTING 24" SO 0, Lq 7FR,q� A
PER DWG. NO. 3814
_ PROP. 16" WATER _
PROPOSED C & G r -
PROPOSED SIDEWALK j
TE�srA 17
TE P. M. N0. �3J4
4'01106
O REV. REVISION DESCRIPT70N
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R&Gor i Drawl
wt%- a
+r
:iiII11\
!■==■■=_==■�=■=iit�■i�ii■l■ll■==Illi==
:�C�CCC�����C���_�iT�Csi•������OCCC�Ci�CC
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I,'Hm'E-
T_ 1-A
111 I
SII
I III 106' ,
34,
4i6' i
I I
I I �i� Lil
I ox -A 0 I ,
ti I
I � \ STA. 52+ 15.60
�,I 10+00.00
& STUB
�w + a o
�� EXIST M.H.
w m _
CYPRESS AVE.
20+00 0 s CL SIERRA IAKES PKC
EXISTING 8 VGP �I
1 m � �,50+'31'4
-i
P E AVENUE
3
BENCH MARK. -,f 8-17 BASIS OF BEAR/NGS:
CAL TRANS BENCHMARK -17. A
BRASS CAP /N THE CO CRETE BASE OF THE BRG. CL SU N089'59'31"E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO.
OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
OF SIERRA A VE.
ELEVA TION: J 1428.609
i I i 11 ARKWAY
SIERRA LAKES
PER OWG. NO P3237
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVISIONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
QROFESS/O/V
��� �, N I E - 'cIN
ti
�' )
o C 66388 c
*
S Exp: 6-30-08
'9T i v ���
FOFC
Prepared Under The Supervision Of :
P P
PREPARED IN THE OFFICE OF
MADOLE AND A SSOCIA TES, INC.
760-A ONTARIO, ROCHESTER
CA S9 761AVENUE
PHONE (909) 937-9151
`
144�"'-.' Date
CITY OF FONTANA CALIFORNIA
�
SEWER IMPROVEMENT PLANS
DRAWN 8K
RF
CYPRESS AVENUE
SCALE:
AS SHOWN
DESIGNED BK
MNS
DA TF•
NOV 2005
CHECKED B
41 RRN
APP VED B
& .Z ' ��
DRAWING NO.
4014
2
2
RCE C 388 EXP. 6-30-08
C TY ENGINEER R. C. E. 51152 DATE
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