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C150266 Feasibility Study
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C150266 Feasibility Study
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Last modified
3/27/2014 9:51:36 AM
Creation date
7/7/2008 11:14:09 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150266
Contractor Name
Granby Ditch and Reservoir Company
Contract Type
Loan
Water District
40
County
Delta
Loan Projects - Doc Type
Feasibility Study
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<br />I I I I <br />I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I <br />I f I I I <br />I I I I I <br />I I I I I <br />) I I I <br />I I I I I I \ <br />I I / I I I I / I / J' <br />... / I I I I ! I I II I \ <br />'" / II I I I I ) II I II I' <br />EXISTING DAM EMBANKMENT CONTOURS GENEl/ATED FROM PlANS ON FILE 'MTH~ ~ _ // I I / II I 1/ (I I 1/ //11 III/;I II I <br />\ " .... THE STA TE ENGINEER. ACTUAL SITE CONDITIONS TO BE FlEUJ VEf/lFlED, T'fP. :; _ _ I I I) / I / I <br /> <br />\ \ ......................... C;. ..-//' / I I I I / //// / // ///\ <br />\ \', -....._ - /' II I I I I I I I II I / I I I <br />,/ " - - . / / /, , , , / / / / / '", <br />.. // \ ""', '--',-_ liS _-- // I I I I / / //// /' //; //// \ <br />t' / "..... __ - ~ S; _-- /' I I / /' / /' /' / /' /' /' \.. <br />)! \ \ ..... '- --'- ----_ L_ -l -- /-./ I / / /' /' /' /' /' /' /' /' <br />, (/ ) \ -..... ---------- --- --..... -~- /' /' / / /' /' /' /' /' /' /' /' <br />\ \ \ I \ .......... ..........-_______________________________ _____ _____________-- /- / I I 11;1 1/ II I / I I ..... <br />J <br />\ <br />I <br />\ <br />\ <br /> <br /> <br /> <br /> <br />I __ __________ _ _ _ _____ -- - -- ------ -- - <br />_ ---L-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----I2f.Of.DAMEL. '27.i}!!_ _1/_ - - - - - - - - - - /I~I/ <br /> <br />. '~~?~(~\~~i~'c~~l~:!"~~~~~-""~~~~~;""=~\\~c~~~~~~;~~~--=-~~;;~~~==~~;- -~~~~l~~~==---~;=-~~~~~"=-~;~c-~~:'={~~=i~~j;~::'" <br /> <br /> <br />l / / -- --- ...; ..,_-:.-.-:....:...--:...:...-------------------:JW3lf....7gnJllI~Jf.-LrJ;M.--- --:....----.~-:...---.----~-_:.. -~ C--/- I <br /> <br />\ I -....::.:::..:.;-- - ,,'- ! <br />II //;",/ ..- - - --- -.....-~ ...... ","\ ~ <br />I/" " '-, <br />/ , "<~.'t:x :L~ND DIAPHRAGM <br />,,'- ,_ AIfWNQ UWJ-l; T PIPE. LOCA TED <br />TOE DRAIN,/r,; , l. \' '~T i4PPR0x. ~ OF '9'0 <br />/ / SEE T'fPICAL TOE '6' ; X JO' of OuTLET \ ~ ~A"Nfr!I._ r <br />I / PIPE\EX7ENSlON \ \ " . <br />I / BUT1RESS SECTION \ \ ' - <br />roe BUT1RESS FINISHED / '\ \ \ "- <br />GRADE CONTOURS. T'fP. / / \ <br />I / \ <br />I I \ \ <br />I , <br />5JO' of APPROXlMA TE LIMIT OF TOE BUTTRESS ANO I11NEY DRAIN CONSTRUCT/ON \" <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />I!! <br />1Il <br />c_ <br />'6>i <br /> <br />~n~ <br />l-a <br />(J~j <br />; ~iill <br />~. <br />g.ll <br />(/)~ <br />:~ <br />o <br /> <br />RESERVOIR <br /> <br />I <br /> <br />, <br />, <br />, <br /> <br />'- <br /> <br />--1-- <br /> <br />'--~-, <br /> <br /> <br />I<! <br />~ <br /> <br />~ <br />.. <br />~ <br /> <br />/ <br />APPRDX. LIMIT OF CHIMNEY DRAIN <br /> <br />GENERAL <br /> <br />SITE <br /> <br />P LAN <br /> <br />I \ ' <br />~SEE OU7l.ET PIPE AND \ <br />STRUCTURE SECTION <br /> <br />JO 0 <br />1....1....1 <br /> <br />JO <br />I <br />SCALE OF FEET <br /> <br />60 <br />I <br /> <br />90 <br />I <br /> <br />t'\I <br />- ~ <br />00 <br />~~ :ct <br />Q::~ ~ <br />f5~ -.J <br />sCO ll.. <br />~~ <br />~tI) 10.1 <br />~~ ..... <br /> ~ (f) <br />~"" <br />~ -.J <br />""~ ~ <br />~~ Q:: <br />~ 10.1 <br /> :ct <br />~~ 10.1 <br />~l,u (,) <br />~e <br />~ <br /> <br />~ <br />:R <br />in <br />'" <br /> <br />~ <br />;F <br />f <br />i <br />;j: <br />~ <br />ill <br />m <br />III <br />! <br />o <br />~ <br />N <br />k <br />~ <br />~ <br />;: <br /> <br />i <br />~ <br />! <br /> <br />'.................... /ORIGlNAL GROUND SURFACE: <br /> <br />~~ ~ <br />-1'1;: <br />{, I~ ~-~ ~ ~0"'" <br /> <br />'L#fJUt ':'G'" <br /> <br />0;0' 'CL <br />TOP OF CHIMNEY DRAIN <br />EL. 712.00 <br /> <br /> <br />ORIGINAL GROUND SURFACE: <br />........./~('949 DESIGN) '0' <br /> <br />..... <br />)J1'h.. <br />'~.IS.~:"!' -"", <br />. J .> <br /> <br />~ <br /> <br /> <br />TOP OF TOE BUT1RESS <br />EL. 71J.50 TOP OF CHIMNEY DRAIN, <br />APPROX. 630 C. Y. <br />ASTM CJJ SAND <br />SLOPE 2_5: , <br /> <br />TOP SURFACE: OF TOE BUTTRE55. <br />APPROX. 2200 C Y. NA TlVE: MA TERlAL <br />CDI.IPACTEO TO 90:r MOO. PROCTOR, <br />SLOPE 2_5: , <br /> <br />TOP OF TOE BUT1RESS <br /> <br />EL. 71J.5O TOP OF CHIMNEY DRAIN, <br />APPROX. 6JO C_ Y. <br />ASTM CJ,J SAND <br />SLOPE 2_5: , <br /> <br />..... <br />TOP DF--mIAfNEY DRAIN <br />- EL--:-iI2.QO..... <br /> <br />TOP SURFACE: OF TOE BUT1RESS, <br />APPROX. 2200 C. Y. NA TlVE: MA 1EF1IAL <br />CDI.IPACTED TO 90:r MOO. PROCTOR, <br />SLOPE 2.5: , <br /> <br />.... <br /> <br /> <br />ORIGINAL GROVND SURFACE: / .... ..... "- <br />(79'0 CONSTRUCTION) "- <br /> <br />~ <br /> <br />7' X 7' X 2' SAND DIAPHRAGM <br />AROUND OUTLET PIPE, LOCA TED <br />AT APPROX. TOE OF '9'0 <br />DAM EMBANKMENT <br /> <br />~ <br />~ <br />Cl <br />~ <br />8 <br /> <br />i <br />m <br />.Ill <br />~ <br /> <br />GNED <br /> <br />NJA <br /> <br />..... <br /> <br />TYPICAL TOE BUTTRESS SECTION t <br />NOT TO SCALE <br /> <br />EXISTING '6' _ OUTlET PIPE TO flEMAlN <br /> <br />DR <br />.lE 4-71-08 <br />PROJ. NO. 07-243 <br />DRAYt1NG HUYSER <br /> <br />APPRDX. 520 L.F. OF 4' _ PEl/FORA TED <br />SDR 35 pyr; TOE DRAIN PIPE <br /> <br />OUTLET PIPE AND STRUCTURE SECTION <br />NOT TO SCALE <br /> <br />C-1 <br /> <br />OF DWGS. <br />
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