|
<br />
<br />1171574
<br />
<br />CONSTIlOCTION NOTES:
<br />
<br />L
<br />
<br />r -?- '\. ~
<br />J- /' ~ __ -- ~ _J. -
<br />- ~~--.:~~-=-=-.:--- ---- -- ---
<br />
<br />/. ~-
<br />
<br />~
<br />
<br />h.
<br />~-..J
<br />'-5;)\
<br />~~
<br />(0~
<br />~;::
<br />P::~
<br />!,(if2
<br />~
<br />~(2
<br />Cl::i:::
<br />~~
<br />~8
<br />LJ::~
<br />~~
<br />~Q::
<br />~CI:l
<br />~~
<br />Q::~
<br />
<br />1.
<br />
<br />~~' ----::;)---
<br />~- ---- '-',-~
<br />~-::> -"
<br />,
<br />
<br />ALL BOUlJlERS USED FOR CONSTRUCTION OF DROP STIlUCTUHKS SIL\LL BR
<br />3' DIAMETER MINIMlM. LARGRIl BOUlJlERS (4' TO 5' DIAMETER) ARE
<br />REQUlRRD WIIRRR SPECIFIRD ON TIIR PLANS OR AS DIRECTED BY
<br />INSPECTOR.
<br />
<br />-------
<br />---~-------"
<br />
<br />
<br />.
<br />
<br />~-
<br />
<br />~ -0 -,
<br />
<br />------
<br />
<br />---~-
<br />
<br />SCALE:
<br />1"= 50'
<br />
<br />
<br />-~--- ----
<br />
<br />I
<br />
<br />2.
<br />
<br />ADRQUATE FLOW OF IRIUGATlON WATER SIL\LL BR MAINTAINED IN ALL
<br />AFFECTED IRRIGATION DITCHES THROUGIJOUT CONSTRUCTION OF DROP
<br />STIlUCTUHKS.
<br />
<br />OLD HIGHWA Y 82
<br />
<br />------
<br />
<br />
<br />- -~--
<br />--- - ~--
<br />---~---
<br />
<br />----
<br />
<br />6640
<br />
<br />-
<br />
<br />3. BOULDERS SHALl. BR NESTED TOGRTHRR ANDIOR SRT INTO TIIR STREAMBRD
<br />AS NECESSARY TO ACHIEVE TIIR SPECIFIED CREST ELEVATIONS.
<br />BOULDERS SIL\LL BR FITTED TOGRTHRR TO MAXIMIZR TIIR BULK DENSITY
<br />OF TIIR STIlUCTUHK AND SIL\LL BR APPROVED BY TIIR INSPECTOR.
<br />
<br />-~
<br />
<br />
<br />4. EOUII'MENT USlID TO CONSTRUCT DROP STRUCTURES SHALL BR OPERATED
<br />fIl(Jof TIIR UPSTREAM SIDR OF TIIR STRUCTURES WIIRNRVRR POSSIBLE, TO
<br />MIJUHIZR STRRAMBlID DISTURBANCE.
<br />
<br />
<br />o~
<br />
<br />"
<br />
<br />
<br />
<br />"
<br />
<br />~^-
<br />
<br />~
<br />
<br />
<br />5. CONTRACTOR SIL\LL OBTAIN ALL PRIlMISSION AND/OR PRIlMITS TO GAIN
<br />ACCESS ON PBIVATE/PUBLIC PROPERTY AS NECESSARY FOR CONSTRUCTION.
<br />
<br />)C 6648.4
<br />
<br />6. SRR SKPABATE PLAN PREPARED BY DIVISION OF WILDLIFE FOR DETAILS
<br />OF IlKVEGRTATION AND NON-STRUCTURAL STIlRAMIIANK PROTECTION
<br />MRASUIlRS.
<br />
<br />LEGEND
<br />
<br />~ EJ:)(A.DER DROf' STRUCTl.RE
<br />~EDGE OF TREES
<br />-----EDGEOF W4TER
<br />
<br />"
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />~
<br />
<br />~
<br />
<br />7. SRR SIIRRTS 2 THROUGH 6 FOR WATER SURFACE PROFILES AND
<br />FLOOIlPLAIN INFOmoIATION.
<br />
<br />.
<br />
<br />R04R..wC
<br />""ORk
<br />R/VcR
<br />
<br />-0-
<br />
<br />
<br />~
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />~~
<br />
<br />ry--{f
<br />
<br />BRIDG~
<br />Upp~R BYPASS
<br />
<br />~
<br />--- . .
<br />. .
<br />
<br />--
<br />
<br />--
<br />
<br />.
<br />
<br />. .
<br />
<br />
<br />\
<br />\
<br />~
<br />
<br />~
<br />\
<br />\
<br />\
<br />\
<br />
<br />,
<br />~.
<br />
<br />.~
<br />
<br />C. -~--
<br />--
<br />/-
<br />(
<br />\"----~-
<br />. e___-
<br />.~
<br />
<br />. . . ---..,
<br />
<br />~ REMOVE COBBLE DIVERSION STRUCTURE. SUITABLE
<br />MATERIAL APPROVED BY ENGINEER MAY BE USED IN
<br />DROP STRUCTURE
<br />
<br />o
<br />;.. 663\'
<br />
<br />, -
<br />, . ON DITCH
<br />CERISE I~_____-
<br />
<br />", //((
<br />//
<br />//
<br />
<br />( I
<br />
<br />. . .
<br />
<br />---=-
<br />
<br />
<br />
<br />6640
<br />
<br />
<br />- ------
<br />,-~
<br />
<br />
<br />KEY ENDS OF DROP
<br />STRUCTURE IN70
<br />BANK (TYPICAL)
<br />
<br />
<br />
<br />EST/MATED BOULDER QUANTITY IN PLACE
<br />- - = 650 CUBIC YARDS
<br />
<br />"'-
<br />
<br />\
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />, PROFILE ALONG CREST OF DROP STRUCTURE
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />$.CAt.f.::
<br />HORIZONTAl. /" = 29.:
<br />, vmTICA~ r = 5'
<br />
<br />.. ". ;,,:......, 'DROp STR()CTVRE CREATE.S A StoOPING R/f'f'U: .., ,
<br />. ,., . '" "", "TRANSITIONIN WArERSURFACES; NOTEABSENCE'" ..',
<br />, ,""...... '''' '.' "". . .....'" ... ,.. '" ."'oF VERTICAL tJ~OP MeiRUoiVtJlilOfiS. .." .... . . ,..
<br />, .
<br />.... ............. ...... .. ........ .." . ..
<br />
<br />.rYPiCAL WATER S/JRf'ACE./X/R1NI;
<br />NORMAL. FLOW CONO.JT/ONS
<br />
<br />""='
<br />
<br />., :VARIE"S' ..
<br />see PIfOf"/LE: .
<br />
<br />6635
<br />
<br />.... ,..,.,... i.:':,:,:...:,:.:.!: :\:,:,:,:,:.:..:~.::,:,:,:,:! ":":':':'::" ". :.: ":: :':':: .':'::',:'>: ;:'::':~:":':_"": ";:':', ,: .:' ..:.::,:': ',',' :.: :',-:-.:' ::.:...~ :,':: ;""'::'::';'.'; :"': :.:..: ;.: :': .:.: :.;~;;~~~ A
<br />
<br />......... . ..... ...........
<br />. :. .
<br />. ....
<br />...... .......... . ..... ........ -.... ....... . ....... ..."....
<br />. . : .' ..' .
<br />......... ............. ........ .:...................... ... .......... .... :... ... .... ..... ..,..... .:...........:............ .
<br />.' ...
<br />. .
<br />
<br />....... .............. ... ..... .... .... ... ..." ........ . .... ". ....
<br />, ,
<br />
<br />
<br />. .
<br />, ,
<br />.. ..... .. ........ "..... .. ........... ....
<br />.....: ... .........:..... ....... ..... ...... :..... :......... .....: .. .. ..... H: ....... ..
<br />: : ..:.: .
<br />. ... "
<br />.... ........... ..... ..... ......... .. .......................... .......... ...... ........ ..
<br />. !.!' .: . .' .
<br />............... ........... ............................................-......._~._............................................................................... ........................... .... ......... ..........
<br />
<br />.... ....... ..... ..
<br />. ,
<br />
<br />. .
<br />. ...................... ....................... .......
<br />
<br />2.00
<br />
<br />2.50
<br />
<br />0.00
<br />
<br />0.50
<br />
<br />1+00
<br />
<br />1+50
<br />
<br />Fi Ie i I I
<br />
<br />.,..
<br />co
<br />N
<br />'9
<br />co
<br />-0
<br />~
<br />M
<br />.. ~ 0
<br />VI~~M
<br />Q) (!) (!)
<br />+" ~ 8\n
<br />a :l C (j)
<br />(J)o
<br />.- -g ~ ~
<br />VOc<Xl
<br />O'::::,Q 0
<br />Vlv>uu
<br />VI ~ 2
<br /><(~'tiCll
<br />C C c:
<br />.- 0 '-
<br />~ g>u ~
<br />\.IfU W -....... "t:
<br />-oOlv>CIl
<br />C ~ >
<br />,- (!)
<br />'-=Clfl
<br />O:lC
<br />V> 0
<br />c_
<br />= 0 Cl. (j)
<br />.- U <Xl
<br />.D to
<br />o ~
<br />a: co
<br />o
<br />c.:
<br />
<br />6883
<br />
<br />h..
<br />~~
<br />s~
<br />Q:'-J
<br />a:
<br />~
<br />~~
<br />li:~
<br />~~
<br />Ci:~
<br />'S:~
<br />~~
<br />V)
<br />
<br />~ "0
<br />~ ~
<br />"g -
<br />2' l
<br />Q. '"
<br />
<br />0)
<br />I<)
<br />~
<br />'"
<br />~
<br />"
<br />:s
<br />c: ')
<br />Q "
<br />n .91 n
<br />5 u: .:5
<br />~
<br />o
<br />c:
<br />o ,
<br />j~
<br />~ 1
<br />l 0.
<br />U !t
<br />
<br />J
<br />;1
<br />~ ~
<br />i !
<br /><t
<br />
<br />
<br />c
<br />"
<br />o
<br />~
<br />o
<br />
<br />;
<br />l/1
<br />"
<br />
<br />c
<br />'"
<br />';;;
<br />w
<br />o
<br />
<br />,
<br />r J
<br />
<br />j (';1>
<br />,
<br />
<br />~
<br />o
<br />o
<br />
<br />, ,
<br />, , 0
<br />/ , I
<br />I, )
<br />I',
<br />
<br />o
<br />z
<br />
<br />-
<br />
<br />~
<br />;:t:~
<br />~K
<br />cs~
<br />lJJ~
<br />~V)
<br />~g..
<br />(j~
<br />~
<br />
<br />.
<br />v
<br />C
<br />
<br />C)
<br />co
<br />CD
<br />-I
<br />
<br />~
<br />o
<br />z
<br />~
<br /><
<br />"
<br />~
<br />"
<br />;li
<br />
<br />~
<br />"
<br />~
<br />o
<br />z
<br /><
<br />'"
<br />~
<br />~
<br />z
<br />a
<br />z
<br />~
<br />~
<br />"
<br />~
<br />~
<br />~
<br />~
<br />o
<br />~
<br />~'
<br />-'"
<br />ffi~
<br />~-
<br />z!f
<br />=>~
<br />o~
<br />z"
<br /><~
<br />~:s
<br />a~
<br />~~
<br />I-~~
<br />,,~1j
<br />"~z
<br />~~t
<br />QI-it:
<br />U~:t:
<br />8~
<br />s~
<br />01:\
<br /><
<br />~>-
<br />~~
<br />z>-
<br /><i
<br />~~
<br />ffili'
<br />"'"
<br />!fit
<br />~~
<br /><:!5
<br />~~
<br />";0
<br />ffiil!
<br />~9
<br />"bl
<br />ffio
<br />~~
<br />'"
<br />,"0
<br />oil!
<br />z::o
<br /><
<br />we
<br />"Ie
<br />~<
<br />'"'"
<br /><~
<br />~5
<br />~~
<br />
|