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Home My WebLink AboutDWG 483-8; CMWD 92-105; 12'" WATER RELOCATION AT HWY 76; 01oP rl (Y) '+- CXJ 0 s::t rl ....., l9 (1J $ 1! 0 (/') ii •• I t:t: I~ i .. .. : .. .. .. : I .. I~ I ::; : I- I >-I~ ' .. .. ., .. ' .. ! .. ... .. . .. .. .. .. .. .. .. u w Cl. V, t§ 0 : "' "' .. .. .. ., .... / ,ii'} X X >--co C, Lil Ul > LLI 0::: w I- <( 0 "->-- 0 m w 1-----0 <(W _J z :=) CJ u- _J l/l <( w uo f- :i: Cl x~ (/) 0::: w > 0 X X z Cl <J1 w 0 = 0 f-- <t: I- CC 0 CL V) = <( = I- LL. 0 f--= Lu 2 I- CC <CC CL LLJ = <( = cc 0 LL __J <C C> LL 0 LLJ f-- <( f-- V, 0 w [/] > w 0::: w I- <( 0 >--co 0 w 'L u w :r: u • J ~ it •• -••• ···········--------------------~--- d=0 D OF CASING 2 -OD OF PIP~ DIST COUNTY ROUTE 76 POST MILES TOTAL PROJECT R2.4 -R5.0 SHEET TOTAL. NO. SHEETS WELDED STEEL CASING WELDED STEEL PIPE UNFINISHED 3" X d X 36" REDWOOD SKIDS BEVELED BOTH ENDS. FOUR SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE 3' FROM EACH END OF PIPE. NOTCH SKID. TO SEAT STRAP. GENERAL NOTES: I . 2. 3. 4. ALL CASING SECTIONS TO BE JOINED BY CONTINUOUS WELD. EACH END OF CASING SHALL BE SEALED WITH CONCRETE OR APPROVED FLEXIBLE SEAL. CASING TO BE¾ FILLED WITH AIR BLOWN SAND. STRAPS TO BE STAINLESS STEEL. STEEL CASING DETAIL NO SCALE ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,<\\ ''+' \ /' \ \ \ ,0\, \ ,.-, \ \ /' \ \ ,t,_ \ \ ,., \ ,v• ' \ ...,, 'u·' \ o, \ ~\ \ \ \ ,<\\ \ 'A' \ '-...!,,.. \ \. u \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' C' \ \ ----'-_..,,_ --"==-'=-'=---\-H+-- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 10+00 LINE d ===== F *=-=~=-=-'~-~=~== \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ *' J I I +00 ---=W===-/= =-=-"c'--c_;.-. .......... W= y===-------E NGIN' EE R PLANS APPROVAL DATE Tm State cf Cal/forn!o or Its cff!cers or O!}IJnfs shJ/1 nat be r6S{X){)s//ie for tm ocwrocy or compotfJ/"/Jss of electronic copies cf ttls pan slw. PLAN RO\ESS/01 -. _ . J. M.QB.LA.LL fn rn No. _Llfil:.3_ 00 Exp.~()..=->1-,,____, SCALE: 1"=20' . . . \ ' : : : : . ' i ! ( . . . . . . . . . . . . •.!, ··t ,, · ' , JA. ' · 1-----1 r----l , • : ! , , Ii . • i,• , 1 • • j ..................... ,_............... .. . .... ········-···················· ... : ...... '. .• ,. .............. ,.... : : ; : . . : : 60 60 . . . . ! 1 1-----1·· .. ··· .. ,,, .. , ............. , ............. .. . .............. , ... . ....................... ! .. ·············~··· ! ' .............. T ......... i " .: .............. j. ....... : . . . ··!· ... .... . . : .... " ""' ... .. ... ....... ..:.: . . ... ... . .......... . .... : . " ................ : ................ """"""· " "". : .... .: " ... ,.. .... ... """" .! " ....... ! ... .. . .!.......... ..... . . ... ; . ·,· ········.. . ... t . . "· i ... , . "·1,···············i······· .. ·····••I••··········· ... ; ............... \, ... ·· · i>w ... l.. , \ , : 1 , R/W , i . . . . i i , ' ' • I ' .... ············· ............... 1.··· ......... r ... ·········1 .. ········· ............... f .. ·· ········-r-•••••• ···r· .... ······! ··············!·· ........... J""·!1 .•• ·····1 . ·--····:··· .. ········1-· .... ·······1 ·············+ ····l--·· ............ ; ............. 1--··· ........... i ................ f .....•.• ·····1··········· ·····••i•• .......... ·1 .. l i . . ' ..:r~;;;~;; ;;r~=I~~ c ••••••••••••• t ., 1 •. •• • i • : •• ••••••••••• , +··· J ; : i r •··· .. L ··• : •........ ··1··· ......... , 12" 1 CON\CRE1E P:1 PE : j l,,.--L---...!.--+--'----;-----'--+---:---!---'-------, 50 40 50 40 I 2 "! •·•··•····••.·· 30 ·········· .. ···; .. , ............. ···············i··············· C:QN_C:R 1::11:: P ii PE ! 30 : ' ... / ............... f ................ \ ............. J ............... /. ........... , ... 1 ............... + ........ , .... , . ......... . ............. , :,,., ......... ''. f-----------1 : : ' .... ·······! ······•·········, ···········••i·•·· ··+ r.ri:, ""· "'r'~""·""····~··•==~=~r:: i 20 ···············i· ····••i•• ' 20 ' O"l L ' 'C' r· '. T ·······.1,,,.:.·.•.·.·.· .. •.•.•.•• .. ·.·.·.·.·1!,·.·.·.·.·.·.·.· .. ••.•.•.• .. ·.··.;,,,1, .. ••.• .. ·.:._u+···········!,,:, .... ·.·.·." .. • .. •.••. ! ••• 'I .... ,.. " le.;;_;~. --'--'-.,-C------;.-------s-,-~. ---,;.--, ' IN 20" STEEL OAS I NG . . ' ' ' ' ' ' • _ ~ ....... AND ..... 2.01' ...... STEEU ..... CASJNG.................. ' .. ' . . . .. : . . . , ; ' .. J , ; .: . : ................ '.... , .. . .'! .,! : . . . . : : : : : ............... , .............................. ;............... . ..................................................... , .............................. , .......................... , ~~~~~~~~----'+--~--, ...... ?········ .. ··· .. r-············--1·"··""··"'··►·····"·"""·!··"· :· .• ; ~i : rsE9DETAlt,THissrEETr ! iH~~~~~~[tLJ~;t~~: ,'!,'~~i?' .. ! l . . . . r ' . . .uf11..i1r~wp~TER RE~LOCA.TJON f-------------1 10 ..... : .......... .. I .. ..... : ... ' . . . . : ; . . . . ··j········· ... ···C'·•············"j"············· ................... . 10 ~---,-----J-...!.__-'------'----···---'-1-·····_· -'-----'------'--------'-----'----'-----------'----~' ··=····-'--··> _···'--·····_·······-'---···•···_·····____,1==---'--···_·······-'-····· ·_·······_·······~·,····_·······~l-EN-G~JH,". ···•~0 n74,---'5:_ •••• ·_·······--'--1-·······~r-·· ~-····~·"·, .. _ •••• ~-······~: ~-~ris' ~··.'"-·• ····_· --'---··'---: _·····--'--j ~----'--···_····· .. -'-·····•·_·······_·"····_,___j_ ...... -'--:-•••••• --,----••••••• t-;--, ~-·····____,:_···· ___,___ .... --'.1 _ ....... '----, ····_· -'------'------+-·····____,··'_······____,___--'c=-:-c~='::-~-::--····---'---,···i ·-,,u----'t-=--·~··_1-'--a-···· _j__-----lZ LO 8+00 9+00 I 0+00 I I +00 REVIEWED BY C. M. W. D. ~ ~ ~ ·en Station 1--1--+-----------------------------------------------------------------------------,13J'fo~ ~-Pk~ DATE 11-1s-%'a;, ~ WILLIAM E. PLUMMER RCE j - Cu Yds FOR REDUCED PLANS 0 2 3 FORM DC-OE-92-PF {REV. 3/88) ORIGINAL SCALE IS IN INCHES C-MWfJ c:,-z.-k07 CU I I 273 EA 0 I 038 I . ···--·-----------··---··--------··--•·-·--·-----·-·· -·---------