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<br />I '__?_-, Surve� Monument I ee, 604fill with materials eqW1 to or .
<br />undi4turbe4 TOX30" Iron Pin With 1 4ette( than tho existing pavement
<br />B __0111 --*'4--_ tdonfif ii�otion MQrks in quolity and thickness, - Existing fty"wnf
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<br /># 9 " � , 11 I I - - � _ 0 -,--",- "'.1-
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<br />- I --1--l- 1-1-1 _11- I -, ��_[ __ I ____ -- ___ ___ -_
<br />ell� -1 - I � I - �_, __1'_,1-- _� to a minimum __ I----- -_ I- -_ -_ -_
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<br />I Ir - I - 1. __ 11-11-- ,� -11- e relative compoctiort - - -_ -
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<br />A � ,-". relative compaction __ . ___ - :
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<br />111 _��, ,A -1 --1 I/ -11, � �� __ � - - of 90%, , ;w_ ,- IV , ! :
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<br />I __M0NU - . - I—- - x� relative compaction WX_ I 4 I
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<br />11 - 1._.__,____.__L_ 1, Relative compoction of materials sholl be tested by the state of California, . I
<br />1 ", �'. 1__._1___-__.T 7 Dept, of Public Works, Division of Highway, test method No. Colifornia 216 F� "�
<br />TT 9 W
<br />i I 11 I N 2, All existing povement sholl be neatly cut to line prior to trench excavation, -014
<br /> - N - _- 3, * No jetting or poding sholl be permitted within the street Right of Way,
<br />4, When shown by soil composition ond compoctibility, ninety percent (90%)
<br />_____ _�_l compaction moy be us0d, when oppfoved by the Direvrof of Public Works,
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<br />TYPICAL SECTION A -A ,rR-NFFtC 1r,40e.)(3,15
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<br />I I I - � V____1-___ I 1'� 11 I ly
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<br />-------7-----__- _1' I G X Q," 1,)ENSE STF-VCTORAL, (;,RAt>E
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<br />I 77-F il 1 - - T � - ------ _ ', - _ _- ------ - 4 1
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<br />� � � t ' : � � � I � , __ 1- _ I � ___-1 _,�__ -
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