|
M
<br />I \,
<br />&W- MM
<br />L -OT_ A
<br />6i�Trar,
<br />�oty v,
<br />H
<br />A 1174
<br />-0-
<br />iii °° M(,p, w/ .1e,10D f5,f'JVV-�;',O
<br />7T
<br />rP It, M rA I L S,
<br />C;,Hr_F_T M-2 rOK rumr�
<br />Wa�L� CNV TCL,
<br />e)
<br />P")
<br />UrILITy V^,r_eMp 4, or gwros, Kk*�H
<br />rrlorrl KTY WHFI,
<br />Backfill with materials equal to or A
<br />�4 r,��7 Fz� MA�,� C--
<br />� r-, I (,- -v f-, N IN K
<br />IA VaM NAT eT LIA t, 17 T �Aq r,2
<br />hon the existing pavement
<br />better (hon
<br />in quolity and thickness.
<br />lWIVr-,
<br />TIT�,.P "21
<br />�ffxis ing Pavement
<br />ANrl Ac5 I 1. CIA—I N 4:!5
<br />__T
<br />UHFr No� 13
<br />Corn In 12 max, lay
<br />IM to in,
<br />01
<br />ARf-:'Al, F�Of;z,
<br />A5�U, I -r2 �i4og� e9d
<br />-1
<br />1.
<br />1.
<br />WH Oeo ri eH U H I
<br />z1volders, c 90%
<br />&W- MM
<br />L -OT_ A
<br />6i�Trar,
<br />�oty v,
<br />H
<br />A 1174
<br />-0-
<br />iii °° M(,p, w/ .1e,10D f5,f'JVV-�;',O
<br />7T
<br />rP It, M rA I L S,
<br />C;,Hr_F_T M-2 rOK rumr�
<br />Wa�L� CNV TCL,
<br />e)
<br />P")
<br />UrILITy V^,r_eMp 4, or gwros, Kk*�H
<br />rrlorrl KTY WHFI,
<br />Backfill with materials equal to or A
<br />�4 r,��7 Fz� MA�,� C--
<br />� r-, I (,- -v f-, N IN K
<br />IA VaM NAT eT LIA t, 17 T �Aq r,2
<br />hon the existing pavement
<br />better (hon
<br />in quolity and thickness.
<br />lWIVr-,
<br />TIT�,.P "21
<br />�ffxis ing Pavement
<br />ANrl Ac5 I 1. CIA—I N 4:!5
<br />__T
<br />UHFr No� 13
<br />Corn In 12 max, lay
<br />IM to in,
<br />01
<br />ARf-:'Al, F�Of;z,
<br />A5�U, I -r2 �i4og� e9d
<br />-1
<br />(Typ') of 95%'Oundw Pavement ond
<br />1.
<br />WH Oeo ri eH U H I
<br />z1volders, c 90%
<br />outside shwidere,
<br />T�9P-
<br />OrU- IS 6��W�A �OH
<br />qA
<br />Cornpoct in 24"mox. layws mm
<br />'g
<br />g
<br />I�IrF-0YtWF;_TIT-
<br />Yp r0otive cram ti
<br />of 60 %,
<br />C
<br />Compoct in 6" layers
<br />le O� D, l to a rnir�nwvn O. D* Ict"
<br />relative compaction
<br />0. D+ 200 Ma"L 00 90%, 20" Max
<br />UNDER PAVEMENT OUTSIDE SHOVLDER
<br />—AND SHOULDER.
<br />&W- MM
<br />L -OT_ A
<br />6i�Trar,
<br />�oty v,
<br />H
<br />A 1174
<br />-0-
<br />iii °° M(,p, w/ .1e,10D f5,f'JVV-�;',O
<br />7T
<br />rP It, M rA I L S,
<br />C;,Hr_F_T M-2 rOK rumr�
<br />Wa�L� CNV TCL,
<br />e)
<br />P")
<br />UrILITy V^,r_eMp 4, or gwros, Kk*�H
<br />rrlorrl KTY WHFI,
<br />M r� H -r e7(
<br />IN
<br />10
<br />WHK FMf_NN/ 'UVW�
<br />Wr%-L� AHV To4,HK MrAlt,
<br />I
<br />L
<br />Backfill with materials equal to or A
<br />hon the existing pavement
<br />better (hon
<br />in quolity and thickness.
<br />X
<br />�ffxis ing Pavement
<br />__T
<br />0
<br />Corn In 12 max, lay
<br />IM to in,
<br />01
<br />M relative
<br />a mccnqxxficn
<br />-1
<br />(Typ') of 95%'Oundw Pavement ond
<br />1.
<br />z1volders, c 90%
<br />outside shwidere,
<br />to
<br />Cornpoct in 24"mox. layws mm
<br />'g
<br />g
<br />to a minimum
<br />Yp r0otive cram ti
<br />of 60 %,
<br />C
<br />Compoct in 6" layers
<br />le O� D, l to a rnir�nwvn O. D* Ict"
<br />relative compaction
<br />0. D+ 200 Ma"L 00 90%, 20" Max
<br />UNDER PAVEMENT OUTSIDE SHOVLDER
<br />—AND SHOULDER.
<br />MISM
<br />L Relative ciort of material,& "I be tested ityy the Stale of California®
<br />Dept. of Transportation Testing Manual, test method No. Colilwia 216 w 234
<br />2- All existing pavement shall be neatly cut to line priot to french excavation,
<br />'& No jotting or pooding shall be p*rrnitted within Ih* street Right of Woy.
<br />4, Wtwn shown by "I composMon ovW compoctibifily, ninety percent (90%)
<br />�0,
<br />convoction may be used, when op ed tyy the Dir tow 0 PuNic Works
<br />MOT TO
<br />M r� H -r e7(
<br />IN
<br />10
<br />WHK FMf_NN/ 'UVW�
<br />Wr%-L� AHV To4,HK MrAlt,
<br />I
<br />L
<br />I1
<br />fii�
<br />X
<br />M
<br />1.
<br />117,
<br />to
<br />'g
<br />g
<br />P,
<br />YlM
<br />�0,
<br />M,
<br />�M
<br />M
<br />�M,
<br />a
<br />M
<br />I1
<br />fii�
<br />X
<br />M
<br />1.
<br />117,
<br />to
<br />'g
<br />g
<br />YlM
<br />�0,
<br />
|