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'" ~ ::. ~ co c ') 0) Q :'.:1 ti 11 * "V 5 t.:i: 0 \J;) ill f? ~ Q ~ ~ d ~ '" ,,1 ~ /~ !:: '" & gs 6J eJ :;.:: C> --.J 6883 117574 \ \ - / ~ ;J ~!::J '-5~ ~~ ~~ ~~ ~~ S ft)" r\:::W .......f::: ~~ ~8 ~~ c..':l~ ~Cl: ~"<l ~~ Q:::~ --- HIGHWA Y 82 --~---- ----. ----ll '664~~~ /~ ./' // ~ / ~~~ ---- . ~ , .. L\ ) 01 o-? , ~y y -".--.,T-"" -y~ "y ~ ... ---- --~~ "--- --- SCALE /"= 50' ~'!( It -~ ~ " ~ '~, ~,~ ~ '~ """ ~- ~ "" ~~"\ ~ '. \ . \ \ \ LEGEND ~ 8DULDER DROP STRUCTURE ~EDGE OF TREES -----EDGEOF Hc:<lTER \, 'r :r 6'6' \5'0 o 00 CONSTIllmION NOTES: gj ~ <c) 0 . . . ~ ---------- -- . . . 50' ':.-. " 1< . '. . . . REMOVE EXISTING COBBLE DIVERSION STRUCTURE. SUITABLE MATERIAL APPROVED BY ENGINEER MAY BE USED IN DROP STRUCTURE :::--------__ R04R,'ltfc -- -- -- - -- ~____ ~ FOIi',f" /:/ /--- -- -- -_______. ---____.. RIVER ~~~. . -~ -~ -.. -------- - ~ . . . . . . . . ", 1. ALL BOULDERS USKD FOR CONSTRUCTION OF DROP STIlllCTURKS SHALL BIl 3' DIAMIlTllR MINIMtM. LARCIlR BOULDERS (4' TO 5' DIAMIlTllR) ARIl RIlOUIRKIl WIIERIl SPIlCIFIIlD ON 'l1IIl PLANS OR AS DIRIlCTIlD BY INSPIlCTOR. . . . . . . ~ -"'- -..4-., ~ / 2. ADIlQUATIl FLOW OF IRRIGATION WATIlR SHALL BIl MADlTAINED Ill' ALL AUll;l;UW IRRIGATION DITCHES TIIROUGIIOUT CONSTIllmION OF DROP STtiUL"TUIlKS. . ~-- 3. BOULDERS SHALL BIl NIlSTIlD TOGIlTBllR AND/OR SilT IHTO 'l1IIl STRIlAMBIlD AS NIlCIlSSARY TO ACIIIIlVll 'l1IIl SPIlCIFIIlD CRIlST IlLllV ATIOHS. BOULDIlRS SHALL BIl FITTIlD TOGIlTBllR TO MAXIMIZB 'l1IIl BULK DIlNSITY or 'l1IIl STRlJI.,-ullK AND SHALL BIl APPROVIlD BY 'l1IIl INSPIlCTOR. . ~~:'-- -- - KEY ENDS 6F DROP STRUCTURe; INTO BANK (TYP~ L) 6650- --------- 4. IlQUIPMIlHT USKD TO CONSTRUCT DROP STRUCTUIlIlS SHALL BIl OPllRATIlD rnD4 'l1IIl UPSTRIlAM SIDIl OF 'l1IIl STRUCTUIlIlS WlIENIlVllR POSS IBLIl , TO MIHIMIZIl STRIlAMIlKD DISnJRJIANCIl. 5. COHTRACTOR SHALL OBTAIH ALL I"Ilm4ISSION AND/OR PIlIlMITS TO GAIN ACCIlSS ON mIVATIl/PllBLIC PROPIlRTY AS NIlCllSSARY FOR CONSTRUCTION. . . . 6. SIlIl SKPARATIl PLAN PRIlPARKD BY DIVISION OF WILDLIFIl FOR DIlTAILS OF REVIlGIlTATION AND HON-STIllJCTURAL STRIlAMIlANK PROTIlCTION MIlASURIlS. . . . 7. SIlIl SBIlIlTS 2 TIIROUGH 6 FOR WATIlR SURFACIl PROFILES AND FLOODPLAIH INFORMATION. ~ ESTIMATED BOULDER QUANTITY IN PLACE = 700 CUBIC YARDS , ---~ o -- z SCALE.- HORIZONTAl:. r = ;;.:;: ... . VERTI.CAL i' = 9' " i.........: ....... .........', ... i........ :........ ............. .... ...................l.............. ...: ................... ... .:...................: ............ .....! . .......... . ...................~.... .. .... .. .:. . ......... ..... .. ..............:....... ...... ..:.... .... ....... ............ ... 6644.0 . .. .... ...... . . . . ... ..... . ....... . . . .' . . ...... ...... ....... ............ ............. . ...... ........ ................... ...".... . . . . . . . . . ... ... ......: ...... ................... .. .... ........ . ........ . ................. :.......... .....,' ............... . .' " . . . ..... ......... ..... ............ ................ ............... .... ............. .. ........ ..... ..... . ...... ....... . . .: ....:.: ..:.:.:.:.:.:.:.:L.::.:.:.:.:.:...:.:.:.:.:.:.:.:.:.:J :...:.:.::.: :.:L.:.:.:.:.:...:.:.L.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:: :.;. :: . '.: :.:.:.~.:.:.:.:.:.:.::.:.l. .:...:.:.:.:.:.:.:.:.:.:.:.....:.:.:.: '.::: :...:. .:.:.... . ..: :..: :. '.::' ....: ..:...... .. ...... ex) N '9 ex) -0 -:: (") .. ~ 0 Vl 0 ~ (") Q)>Gl Glo> ..., ~ 0 CD a~5en ._-g~ 2; VOcCD O~.Q 0 VlVlUu Vl .... 2 ~$'t;Ql ........ . ~ 8 E ~~u ~ WlU W '""""- "t: -0 0> Vl Ql c.... > .- Gl .- '-o:!:::C(/) a :J C VlO c_ =00.. en .- U CD .D LO o 5 a: co o a.: ~~ Q::cs ~ ~ C)~ ~i:::: ~~ ~~ ~~ ~Qj Q:~ V) ~ '0 ~ l() -- ~ 9! 2' l' 0.. V> ~ ~ ~ ~ l 0. u .'t (;~ "- .;~ i: c c > Q> ~ e <I'l 0 ~ ~ Ci ~1 . ~ I 1 . , , C) (0 I CD ~ . u , ' , I , . . 1\11 ~( ,,, J I:, , ;t: ~~ 252 >...(.J 9::::5 g.:~ :::SV) V) ~~ ~o:: ::t::(::) . V C - ~ o z > ~ w '" :li w '" ~ o z " '" w w z a z w w '" ~ ~ o ~ '" ~ o 'I'. !!l'" ~w "'w ;r~ z" ::>:5 Ow z", ,,~ ~ ,,~ ZO a~ ~~ wZ ~i!8 "Wz ~~~ o~ii: u~~ 8::l OW ~~ 'i'" I:~ ~~ ~i ~~ "'''' ~;r I; ~~ "0 ~s ,,~ '"ii ffiS 1:'" .,0 ,"0 oil! z::> " ~ci ~~ '"" ,,~ i'iiS ~ ~~ , I... .. . ......... .. . :. .' ........ ...................................... ...................... ...... ......... ..... ....... ... ..... ............. . . :'. '. .......... ...... .... ...........:. ..... .... : . . .. ..... ...... ............. . .. ....... ...... ........ ....... ........ ....... . .' " . . . .. ... .....:....... .... ......................1.................. .......................... .............. ..................... ......... ........ ........ .:.... ....... ............ .....:.........._....... . ...... .. .................. ......... . . .... ....... ...... ........ . .. ........... ..................................... ....... ...... ............. .................. 2.50 2.00 0.00 1.00 3.00 0.50 1+50 Fi Ie I I I