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LIST OF DRAWINGS
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2 P/art and Pi-o{i•%
3 Catch Basin - 0etd1'1 Sheet
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PRE -TRENCH i `II "0 T!
Before open -.cutting for the storm dram ,
contact:
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1. Pacific Gas 4r Electric 'Co.
Les Schaefer (805) 327-4581
U.S.A. Locator Service (800) 643-444
2. Pacific Telephone Co:
Roy Mushrush (80S)'397-8885
U.S.A. Locator Service (800) 642-2444
3. Kern County Water Agency
Fernando Cisneros .(805) 393-6200
4. -Contractor shall coordir:ate ..ith'_all
service or. utilit;% companies D.ior-,to
trenching,; for location. removal or
relocation of existing facilities as
required to construct new stares dram
system.
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PRE -TRENCHING NOTE
i
Before ooen-cutting for the storm dr in,
contact:
1. Pacific Gas $ Electric Co.
Les Schaefer (805) -3-
U.S.A. Locator Service (800) 642- 444
2. Pacific Telephone Co.
Roy Mushrush (805) 39'-8885
U.S.A. Locator Service (800) 642- 444
3. Kern County Water Agency
Fernando Cisneros (805) 393-62)0
4. Contractor shall coordinate with Lil
service or utility companies prio to
trenching; for location, removal r
relocation of existing facilities as
required to construct new storm d ain
system'.
4 /1' /ccaAe //2 5 ' cf
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AUBURNSTREET
SCALES.
HORIZONTAL: I°= 40' VERTICAL: I"= 5777
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�4of6"
iAlhambra Foundry
Lll
04 Frome 8 Cover
A -1530 with two
51i'bross socket
head set screws,
. �+a �f (set opposite and
finished flash) or
equal. See note *8
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NOTE:
Pipes are not shown in
Section A -A
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See steed' plate
this Sheet Typical frame
/ 8 cover.
StC TION A —A.� �
A*-
5tructure Wcl/
NOT,93
PL - -A
4rb 411 eoncrele to be Class A Concrete.
No Scale
2. All reinforcing to be No. 4 bars 12 0 C Clear of Inside
PiPe kVG f 0 M f I
Mrip unless otherwise onted cm,& n 0 ^ ; I 'Areinforcing1
I U W1 .
around pipe.
J. All exposed metal ports shall be go/von/zed offer fabrication.
-over
except Frome and C
4. Support bolts shall be ins:folled whet length of openl . nall
_R=P wall /hic�nessexceeds 7�-O` and sholl be spaced at not more than 5'-J
O. C. and not less than 13 - 0 0 C.
PIPE ENTRANCE DETAIL 5. When structure is located within curb return, the Curb
Armor shall be fobricoted In chord sections
No 5co le cif equal length
Alhambra Foundly Curb Armor not to exceed *4 feet with one support bolt of each ongle'
point. When "';"
"L" 5 feet the angle may be fabricated
-5_911 or equal,
stroight with one support bolt centered in the opening,
4 R -i Ste!/ P/Ofe
6 WA L L THICKNESS rr 6' except when
H> 8 feet 7'z 8"
L > 8feet Tz 8" (Front 8 bac* walls only)
W> 8 feet T= ffy(Side WGIIS only
Curb 7.. Location of FRAME AND COVER to be determined by
Flow/in! the Engineer.
#
4 Totol 4 ti
8. All reinforcement for surfaces in contact with the ground
b ti Adl,,usfng nuts to be tightene4f
• and secured inplace whin sholl be protected with not less than 2" of concrete.
• 0* is in p,oper position
Prolecl,on 3c-* 9 Protection Bars required only when Ig
x 17"Support to/* with hex n�'$ curb height is greater
P than. 6
A
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*PI-Ofecliol- bor sholl be
R. / Imbedded 5'eoch end
j
If
be 1,,-2 c7eL^or:21g17ee
c/ R/
5
/ettail shown o,,2 City DETAIL "A
No
to be ootvred, 177o,-?o11*1hi C allel a . APPROVED BY THE
Ik anh e re- S1:71e44.1S1k re101CjCe1-n,-1;11 is r• CITY COUNCIL DATZ
9-23-80
'ry. S(IrXgees Of 67// -X,0OS,-e1 CO.-2,freAf
-,-2 a 7'c /7 117 color .,917ol -se-on'l-71aDRAWN
—
iacel-) -7' col-;cre/e
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19THE AUBURN,, STREET G. L. R,;
CITY CLERK CHECKED
APPROVAL RECOMMENDED B. j. I
STORM DRAIN' SCA E$
D-
7 f EL PL A rE DETAIL
I AS -NOTED
No Scale 'A
DEPUTY DIRECTOR OF PUBLIC WORKS
APPROVED CITY OF BAKERSFIELD
NO 3BALI FOR ISI IA � QI.
_ -�
CITY ENGINEER ENGINEERI'NG DEPARTMENT SHPTS.
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