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1ai,;l_FFRRS~ C?E.`. k .:r 8k~"K~~_: CN ~~WNER'S PRU~RT~ ON
~~L;M~ ,.A; '-ti ~ .~~~~c '"aE~~~ '~CK:P~i.ED Ma1ERiA~ _ _ ~ W I a
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~ N~,~ ~RO~ERiY C~~~SPOSED i~~F Br .
~a N. ~~F.~ 'a~_TOR - ao
_ ~~4~' ~ "BENCH '~ID~ WIT~!IN CREEK BANKS ;HALL. BE w m~-o
. _ _ _
`t MST DISYURBAfdCE A.ND pr}TE~.NTFAL~ FCR ~ . U
~RC~,6,^~ ~Nt~ aE:Dth1ENTATION. CJN'F~A~",r~n ~nAL ' ~
.r ~Vw~1, M';~RE 'RENCh ~.ENGTr F' .~gtvE TIME .~p~{} •r r L' I ETC
,.n ~ ~a NE~~55AR ~'r TWO v0~`v iF t1.
~ AND •~At~.. B~.i;~c~;i_ '~REN~`~~ '~~'JC h ~ ~ _
t~ ~ ` 1 ti. r" s~'pt FI F" tI~
fiend ~ iN~ AL;~TlON~ur B.~:K. Lt MATEf~IAI f ~ f C ...ION OF P~PEL;NE BE]~OW t!_EV 9~.: ~ ShAr_L J
1• = v s~ ~ ~E WAS!~~D STONE.
~ ` GISRING BLA;S ING AND PI E INSTALLATIbN BED C _ _ _ _ _ _-3a. _ _ _ - ~ _ ~ U - _ _ _ _ _ _ GATT=R LE~IEC+_-~QNIRACT~_5F?ALi: - _ _ PRWECT NG~tBER
~ 'a ~~T ~ ~
~ l' ~ NREEK FtOW? USING A PIr~E OR pREfA RiCATED ~~EE SNE~' ~ 98074--~1
FOR f;ON~INl1ATION ~ 7 I ~ ` ~ ~ ~ ~AM SO THAI TIE CONS UCTION ARE .MAY BE ~ DEVuhTERED. ~CCK, SEDIM NT, AND OTtHER DEBRI5 DESi(:NE:D BY
/ f?EMOVED DU ING B~ASTIN SHALL BE ~-REMOVED LWP
_ 2~ h Berd ~ f R.~'~1 TNE_ SI E AND DISP SEG OF PR ~ERLY IF
~!E r; ~ ~ ~ ALC - _ - _ DRAYYN BY
~ TEMPORARY EDIMENT RE ENTtON BA.SII~ ON EAST j I~: MRS
>aIDE OF CRE K ON OWN S PROPERI~I' CREEK , CHECKED BY
i i ~ ~ ~ BOSSING . H TG R ~ S ALL BE SC DULED dCCU A
; I ~ ~ ~ • , URING A LO FLOW PER 00 LATE
STALL, MMER/FAL~). PRIOR
- Pma U XTEN ONE JOINT ON t`ORCE MAIN WITHIN THE ANKS OF ? CREEK, SCALE
5' Bend EITHER SIDE OF 4 ' & tfHE CONTRA TOR SHALL ROVIDE THE ENGINEER 1 =50 H 1"=5' V
A DETAILED LAN ANDSCHEDULE FOR THE CREEK 22'~' BENDS RaOS DATE
~ . s Nc.
I 92't t JANUARY, 1999 X25
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