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S;TANDARD
C IT Y
KERN COUNTY
OF
BAK ER SFI ELD
CALIFORNIA
THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURREI~IT ASTM DESIGNATION C-200,4ND SHALL BE
INSTALLED IN CONFORM,&NCE WITH THE PROVISIONS OF SECTION 71
OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA
DEPARTMENT OF PUBLIC; WORKS, DIVISION OF HIGHWAYS, DATED
JANUARY, 1973 AND THEE CURRENT ASTM DESIGNATION C-12.
THE PIPE AND FITTING JOINTS SHALL CONFORM TO ONE OF THE FOLLOWING:
o. THE PIPE AND FITTIINGS SHALL HAVE A SOCKET END AND A SPIGOT END
WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM
DESIGNATION C-42~.
b. THE PIPE AND FITTIINGS FOR 6",8",IO",AND12" SANITARY SEWER MAINS
MAY BE PLAIN-END lWlTH COMPRESSION COUPLINGS CONFORMING WITH
THE CURRENT ASTM DESIGNATION C-594
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED
BY MISSION CLAY P~RODUCTS CORPORATION FOR THEIR "MAINLINE"
BAND-SEAL COMPRESSION COUPLING,OR APPROVED EQUAL,SHALL BE
REQUIRED.
c. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR
BUILDING LATERALS MAY BE PLAIN-END WITH COMPRESSION
COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION
C-594. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED)
WYE FITTINGS SHALL BE USED FOR ALL LATERAL CONNECTIONS. EACH WYE
FITTING SHALL BE ROTATED AMINIMUM 23 DEGREES ABOVE THE HORIZONTAL
PLANE RUNNING THROUGH THE CENTER LINE OF THE MAIN BEND FITTINGS
SHALL BE USED, AS REQUIRED, TO CONNECT THE LATERAL PIPE TO THE WYE
FITTING.
ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD VITRIFIED CLAY
STOPPER OR PLASTIC PLUG.
SEWER
NOTE:
ALL
PLANS
W E ......,' Fl[::'... ' _. D'
APPROVED BY:
DATE
SEWER PIPES WITHIN TRACT TO BE O"A~' '~ LATERALS TO BE
INDEX OF DRAWINGS
THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD DRAWING S-7 AND S-8 AND SECTION 70-1.02H AND 71-1.07
OF THE STANDARD SPECIFICATIONS REFERRED TO IN NOTE NO.I ABOVE.
BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE
CITY OF BAKERSFIELD DRAWING S-39
ALL EXISTING IMPROVEMENTS,(CURB,GUTTER,SIDEWALK,CROSS GUTTER,
FENCING,ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
PAGE
TITLE , LOCATION
DRAWINGS.
DESCRIPTION
MAP,STANDARD NOTES,INDEX OF
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT
SHALL BE REPLACED INI ACCORDANCE WITH THE CITY OF BAKERSFIELD
DRAWING S-6.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY
LINE AS SHOWN BELOW.
LOCATION MAP
SCALE : I"=
4" V. C. P.
BENCH MARK
Property L/ne
Right of Woy
Sewer Laferol--
Redwood Stoke
_~ Mefo/ Co/pie I/8" D/o
DETAIL
SEWER
LATERAL MARKER
"NO SCALE"
TENNECO
REALTY
DEVELOPMENT
CORPORATION
SEWER PLANS
LOCATION:
Section
ENGINEER
. RCE _
560
~7~
II
5 74
Tenneco Realty Development
RO. Box 380
Bakersfield, California, 93302
(805) 832-9010
STREET:
Designed by: E J S Dote: NOV. 1976
Drown by: R. GARClA Sheet No.
Scale-Horiz.:l":50', Vert.:l":2' of 3 Sheets
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Tenneco Realty Development
RO. Box 380
Bakersfield, California, 93302
(805) 832-9010
STREET:
Designed by: EJS Dote: NOV. 1976
Drown by: R.RG. Sheet No.
Scele - Horiz.: 1"=50', Vert.: f'= 2' of 3 Sheets