HomeMy WebLinkAbout2050-3PROFILE SCALE
VERT: 1 " = 4'
HORZ: 1 " = 40'
iJ
SCALE: 1"= 40'
CALL UNDER GROUND
SERVICE ALERT
OD48 HOURS BEFORE YOU DIG
1-500-422-4133
00'
60.00'
60 00'
60.00'
42.4C' 17.63'
2;
A
C9
dq
Ln
DATE
WYE 50O QLE 11JST4WLLATlCZU
DATE
R1JcASE E)Q71 EE.
O I
4-
CLASS 5200 2500
LIQ I Z G,Lp
N
t�LYR
IoI�.�
CO1�ICP TE.SI1`lD
W I {ZI= rrr,,
5ADDL� lu pLCC=
a ... ;
W rr u MO. 1 Z C=A:
GOLV.. I IZO KI
r
Q:
WIEE.
5
3
3
3
3
Fj
on===== N
I�:I llll : i;l
OLEANDER AVENUE
NOTE:
SEWER STATIONING FOLLOWS
STREET CENTERLINE STATIONING
a
_CONSTRUCTION NOTES -
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD.
NO. 109, 112 AND 114.
(D—CONSTRUCT CONSTRUCT 8" V.C.P. SEWER MAIN (EXTRA STRENGTH
WITH COMPRESSION JOINTS).
3a— CONSTRUCT 4" DIA. (EXTRA STRENGTH) V.C.P. SEWER
LATERAL WITH PLUG PER CITY OF FONTANA STD. NO.
125.
a— INSTALL SF_Wr=R SAPPLE PSR PET& L >3;_rL_0w
�--- TRENCH PER CITY OF FONT4N� STD. NOS 131
SnODLE5 FQZ N®US'F. LATE..7_&LS
WYE
PRIVATE ENG I NEER' S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
THESESEARCPLANS. AVAILABLE
TAKEOUR
CONTRACTORRECORDS.
IS REQUIREDBEST
DUE PRECAUTIONARYTHERE
UTILITY LINESEXCEPT
THEUTILITIES
MEASURES TO PROTECTEXISTING
SHOWN SHOWN
THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS , OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONANDSTNOTTION BE OLIMITEDPROJECT,
HOURS�FANDALL
NORMALINCLUDING
WORKINGSAFETY
THEAND
THATPERSONS
CONTRACTORPROPERTY;
SHALLTHIS
DEFENDUIREMENT INDEMNIFYALANDAPPLY
HOLD THENCITY�USLY THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
BENCHMARK NO. 396
ARROWNAIL
HIGHWAYaAND#OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/57
BENCHMARK NO . 399
#
PK NAIL IN P.P. 1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
EX15/7`�1WC= MAIU Ll LE: I
_
GIVZL hzt,
pbo�o.oyeej'
e'� o .�•ti� ''%
. ®
i R. E. 3382tAl**
e
c � �
��, �� � •
DATE: ��
1` ' SX1te. V V V_
1 IV�I�
C -I TY OF FONTANA . CAL I F 0 R N I A
A
DESCRIPTION
SEC.T10u &-a Elimy1v—w
DATE
WYE 50O QLE 11JST4WLLATlCZU
DATE
R1JcASE E)Q71 EE.
COLLL JZ 5NDDLE
5=10M WITH
CLASS 5200 2500
LIQ I Z G,Lp
PUBLIC WORKS DEPARTMENT
t�LYR
IoI�.�
CO1�ICP TE.SI1`lD
W I {ZI= rrr,,
5ADDL� lu pLCC=
a ... ;
W rr u MO. 1 Z C=A:
GOLV.. I IZO KI
r
Q:
WIEE.
`
�.
UkJD15TUP�ED
CEME�iT' COL hm
Jmiur
5dDDLES Ir02 H• ousm LGSI"�ZbLS
,
NOTE:
8. A WiitE SADDLE SHALL BE INSTALLED BY CUTTING A NEAT HOLE CONFORMING TO
THE INSIDE DIAMETER OF THE SADDLE WHEN USING A SADDLE WITHOUT
COLLAR AS
SHOWN IN- EPDXY RESIN JOINT DETAIL. WHEN USING A SADDLE WITH COLLAR THE
DIAMETER OF THE HOLE SHALL BE OUTSIDE DIAMETER PLUS 1/8' AS SHOWN
IN CEMENT
COLLAR JOINT DETAIL.
2. BROKEN PIECES FROM CUTTING OF THE MAINLINE SEWER MST BE
EXTRACTED
CAREFULLY PRIOR TO PLACEMENT OF THE SADDLE.
3
3. THE SADDLE SHALL BE CEMENTED INTO PLACE W/ MIU. T' THK. CL. "5" PDMUD C:D1.1C. CEMEUT.
OR OTHER CEMENTING AGENT APPROVED BY THE CITE ENGINEER. THE SADDLE SHALL
" �� BE HELD SECURELY IN PLACE WHILE THE CEMENT OR OTHER APPROVED
CEMENTING
.. AGENT SETS. THE INSIDE OF THE JOINT BETWEEN PIPE AND SADDLE SHALL
A 13111 LT
BE FILLED
WITH CEMENTING MATERIAL AND NEATLY ROUNDED.
PRIVATE ENG I NEER' S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
THESESEARCPLANS. AVAILABLE
TAKEOUR
CONTRACTORRECORDS.
IS REQUIREDBEST
DUE PRECAUTIONARYTHERE
UTILITY LINESEXCEPT
THEUTILITIES
MEASURES TO PROTECTEXISTING
SHOWN SHOWN
THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS , OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONANDSTNOTTION BE OLIMITEDPROJECT,
HOURS�FANDALL
NORMALINCLUDING
WORKINGSAFETY
THEAND
THATPERSONS
CONTRACTORPROPERTY;
SHALLTHIS
DEFENDUIREMENT INDEMNIFYALANDAPPLY
HOLD THENCITY�USLY THE
OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
BENCHMARK NO. 396
ARROWNAIL
HIGHWAYaAND#OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/57
BENCHMARK NO . 399
#
PK NAIL IN P.P. 1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
REVISIONS:
_
GIVZL hzt,
pbo�o.oyeej'
e'� o .�•ti� ''%
. ®
i R. E. 3382tAl**
e
c � �
��, �� � •
DATE: ��
Sierra Engineer i n
— 9
C -I TY OF FONTANA . CAL I F 0 R N I A
NO.
DESCRIPTION
ENG.
DATE
APPROVED
DATE
CIVIL ENGINEERS — LAND SURVEYORS — LAND PLANNERS
PUBLIC WORKS DEPARTMENT
C7 4J 799- 8080
25864 BUSINESS CENTER DRIVE, SUITE 'FtTw1G/
R�EDLAN S . —CA 92374
-
- �
DRAWN BY
D �—t
SEWER IMPROVEMENT PLANS
TRACT NO. 1
S E 1l I L E AVENUE
SCALE 1 "= 40'
DESIGNED BY
DATE
®�e �-o dy/
,
�
CHECKED BY
,�
-IG
APPROVED-ACTtLv�..C1V.CL Et�]L�l1r1EElZ. r`L.E.F�-1
DRW. #
2050
3
R.G.E. — 3=38� EXP. 6/30/94
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
3
90-069