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EXTEND TUBING EC-M.p EROSION REPAIR TRENCH DETAIL
INSIDE THE C.M.P.,
MORTAR THE TWO PIPES TOGETHER,
FILL WIDTH OF BEARING SURFACE.
TOE OF SLOPE N .T. S.
PIPE OUTLET,
AREA TO RECEIVE 3 OF FILL
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--RECEIVE
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AREA 0
750.8
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x
PRESENT BOUNDARY CITY 0:......................•.:.:::.:.::::::.:.:.::.;.::::::<::.:.
� OPTIONAL SPLICE �.......•:.•.;:.:•::•:•.•.•:::::::::..: .•.:::••::,•:::::::::::::.•:.•:.•:::::.........•.•.,.::.•: • ...
„f:..::::::..:::::::::.::::::::..:::..::::.:.:::::::::..::::::::....:::...:::....:.::::
.........:.........:.........:..........:..........:.........:..........:..... �...::::::.:.:::::::::..::::... ::':'::�::: ::::� EEDING
::::::: ..... :: •• SLOPE S x 749.2
AA :::::::::.:.:.::.::'::::::.:..:.::::::::.;.;::.':.:.':.:. :., :.::::::..:::..
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BAKERSFIELD SANITARY LANDFILL
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CSP PLACE I E IN L
HOLE
A
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3020
...,.............
0
PIPE SO BARS OF GRATE �> .' 0000 ::::.:::.::::.:::::::::. ......::.......:...... .:.... ........ •• x747.2
3 x V2 BARS ••310
PAA T COORDINATE •• .� 320
WILL BE PARALLEL WITH t :: 8
••• • M'•N•+• 2155
�� 0000 -
MAIN SURFACE FLOW fiYPE 36R , : <a �� �� �' - - -' ii����••••� •••• x 746.7 x750. END BERM
__7 Z� (TYP) - \ 1770 x 745.0 ^ x 746.4 % 748.8 ■ 749.2 - x 749.2 x 74 9.0(SEE STD. PLAN ��� -�-- - 1320 _ x 745.8 300 %748.3
x 750.6
D77 -B FOR DETAILS 280 x .
7465
Q PROPERTY MONUMENT • PIPE INLET ,
3,-O„ _ SEE DETAIL C x 749.0
FETF
x746.9 x747.8
CALK SEAL _ �� x 746 2
\ x 751.2 '
„ (SEE NOTE II ON STATE STANDARD PLAN) O.G. ORIGINAL GROUND x 747.5 x 749.6
18 C.S.P. x 748.4
756. xe «
18 C.S.P.x 747.2
---- Cx 750.4
ONTINUOUS INLET PIPE - = ALTERNATE A x740
I_O MIN WELD AREA TO RECEIVE SLOPE SEEDING x 746.8
STUB --� C.P.T. e:.o' :o° x746.6 x 7486 x 751.2
x 746 7 x75 1.5
------- a -' a FIELD JOINT _ . •, •
o •moo. o e -..o o - .,. 1� �� O` ��- �
-- --- -- _ ---- _ ---- a t :. a u u ` SCALE I - 100
ALTERNATE B
_ NORTH PLAN
4 x AREA TO RECEIVE SLOPE SEEDING -
� 6�� 4�-0"DIA. BASE 6�� M .. :. ;;.. •�M;,,.
r Mb FI N A L PAY Q UANTITIES
-
JOIN TO C.S.P.
- SECTION Q-A 15,250 C.Y. EARTHWORK
TYPE GMP----�_ y
N .T. S . j _ - .._..
NEVISit)NS _ if '.If V!f I� t:r Itf , iii %li Nid fi f 1111 AI I'H(rVI,I .1PPW �Vf Ir It, UA 1 f 9 1,18 N1�
DATE DESCRIPTION (_.� 10 -Z9 - COUNTY OF KERN SEPT. 15,1981 BAKERSFIELD SANITARY LANDFILL 7TI-4}10-Qi-833
DF S1GNf D NV ---- f E I D
T PUBLIC WORKS c� SLOPE REPAIR ANIS DRAINAGEPRAWN �HEE,--Np.----
NO E _
... � nNIIS'•1ry 1, ..Hir 11 •.i il'111.�.� H -----------
"ALL INLET BOXES SHALL BE TYPE GMP INLET WITH GRATE MANUFACTURED AND INSTALLED ACCORDING TO - - , DEPARTMENT F3V KERN COUNTY C�
_ ✓f Pl/ry ,f� ��.�nH iM1 •v�"l nir 1n 11 CO
THE CAL TRANS SPECIFICATIONS AND STANDARD PLANS. EXTEND TUBING 6 INSIDE THE C.S.P., MORTAR THE TWO ___
PIPES TOGETHER, FULL WIDTH OF BEARING SURFACE - - -
_ -- _ - _--_ _ -._- - . -- _ ___ _ - - BAKERSFIELD, E L CALIFORNIAC I F R N I A
r�� ���:„r��� � ��� ;t����� :�.�: �.�•� . -- -- -- -_ _ � � � Rsr` o AL o � � D �� BAKERSFIELD, CALIFORNIA of oN��E
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