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<Xl o o 1 I'") 0> 0> " I'") 0> 0> " ~ Ei -< c..J -< /' ~ G: a -< c..J BOA TCHUTE #1 DESIGN EL. 5289.0 SEE DWG 5 :;~]E~;;'~~6;IP~~gONDARY INTAKE ,'^" ~ 5 CITY OF ENGLEWOOD C~~ .' ~RAW WATER PUMP STATION .',' '. 2" AIR PIPE. SEE NOTE 4. . " .' \fJ~ . .~ .....-'-6 .....---- NEW WALL ALONG INTAKE CHUTE ~ T.O. WALL EL 5296.5 (SEE DWG 9 FOR DETAILS) :\.. '\ /..,' . ~~:'. SEE DWG 8 FOR '\.. ~&\~ MODIFICATIONS TO >.....~\~. i..b EXIST. DAM CRE~://// "~~ ...,;..... ~ <l'.,t ~6' . / ~ \WX< .. . 00 .9<9 .9'll' "''''\ \U ..' ~ ~ - '" \ . - EXISTING BOATING ' -::....:: -- --~ ...y .......~ ---- .-/.'::~0~~""~~~~~~ r-- "'-EXIST. 16" ...~ "'~ ~../ \ \'\ WATER __ .:.:' 0~\0~ ~ ~ v _ ,7 \~ ~ /~ ~~.~ .~\\\'~ ~\\\ , ,/' \11 \ \, \ ~ \ ~I($ .:." ~~-;'J/'''' ",' \\ \\ ~""') \~\\\ ~~ \\ 1\ to . ...... \ \ ()\ (Xl .' : ;-/.... ,\? \ , I II . . _::'_/ . \ \ '\11 ~ FLOW ! TI '.' ~/::- I~ \\ I '. - - '" \, I I _.--::;:.:"'-':":'--:::::- __-~_:.--- .....~, '",- f / I I -------=:~=-/--/- d\ ,-,\" /1 / i ~-\ -- --- ~ ;; ;i I I I I II I I II / / / / 1/ I / ",/1 )/;" --- -J1IIJ I I I I M A I I I I J ......................... - - - ----.;:;- /..-- ~ ~ ~~ <t EMBANKMENT ~~~GY-- ~:~~ L 10/1 ~~ ~ ~~'O' EMBA~'NT EL 52~8.0 SOUTH PLATTE RIVER x.. 'O~ :trn~l ~~"'" W " CHANNEL RIGHT-OF-WAY _ S't: -- P.?t-!D ~~ .~ ~ ~l' ~ r- ~ " LIMIT OF EMBANKMENT FILL ~ . B "-a:J (() a:J '< .9 ". ~ a:J a:J . .,. .....,..}Jf. ~~.I L ~~ ...::..:..:..... ..96' ..9 INSTALL TYPE VL RIPRAP FROM TOP OF ~~.....", 0- ~ ~ , ~ ~:.:.:.:.:.::::.,.:.~a.~.<.. C:9 EXIST. M RIPRAP TO ELEV. 5285 88........ V ________ , ............. ~ 0 'Q'L ytr.>,.A' ...... ......<9.:.~-.2 STILLING WELL PIPE A}t. 9< ......~ ............... ~--- ....:..~....BO I / ..."::--.....:::~,, ~~a: 1'K"/<" ~~.: ':"':'" '.' / ~ ~ ~v I~~ U .... .. "';::--;" '-1//;17 ~- "&o~ 1/) VJ _ _-"t ,(/x~ '::"'7) I. ~ ~ I, ~ ~ ) to \. EMBANKMENT #1 W~Vj I I ~~ " POND " / I " " oS') "A" ~ ~b< r<1 "" "&0 ~,;,.. ~ " "'.... /~' . "- ""'\'--L~~~/ ,,~ '\ ~77~~i ~ \/' '~"'~ V ~~o. ~ / \ ~ '~"'-'" '.., / ~ 1 I I G H K L F B c D E o MATCH LINE ~.'Dr ..-----.~ -" ~~~ () ~,. g ~, ~ '~ / +~ N1 09,500 "...............,~ 98 ... OMIT NEW TYPE L RIPRAP WHERE .- REP,\ACED WITH TYPE VH RIPRAP LIMIT OF NEW TYPE L'/ INSTALL TYPE ~PRAP ~UND BANK RIP RAP DROP STfWCTURES, AS SHOWN."\... EL 5287 FROM STRUCTURE TO TOP OF BANK TYP. BOTH SIDES -- - - ::::::-- - - -- -- 9 - 8 ( ~ AA BOA llNG BARRIER SCREEN (SEE DWG 9 FOR DETAILS) SOUTH PLATTE RIVER \ CHANNEL RIGHT-OF-WAY \ BOA TCHUTE #2' .-,---' DESIGN EL 5285.5\ (SEE DWG S'FOR \ DETAILS) LIMIT OF NEW TYPE L .-/ BANK RIP RAP EL 5289 " - u ~" -.. -... " / " 7 ~, , o 50 r-....-_ 100 I Sd 00 FILL ON EXISTING DAM FACE' (SEE DWG 6 FOR DETAILS) - CONTOUR INTERVAL = 2' - I \ , \ , \ \\) / ' / / /, /// -\ : ' 6 ( - ~\ 5 -- --------------~" Qr\__t. ) J ~~ ~\., - /' '" /" '-------------------------------- --- ;- - , , "- ..............., '~ NOTES: {gJ - 4 1. ALL DISTURBED AREAS NOT i RIPRAPPED ARE TO BE SEEDED. 2. SEE DRAWING No.11 FOR SITE IMPROVEMENTS. 3. SEE DRAWING No.ll FOR 100 YEAR FLOOD PLAIN INFORMA1l0N. 4. INSTALL 2" P.E. AIR PIPE W/24" MIN. COVER FROM NEW COMPRESSOR IN PUMP STATION TO BUBBLER SYSTEM. SEE PARTIAL PLAN ON DWG. 4 FOR COMPRESSOR LOCATION. SEE DWG. 11 FOR BUBBLER SYSTEM DETAILS. ~ _J + - .' . .' . LOC 3 "'t'-------- I - 5. FIVE 4" AIR BACKWASH PIPES. TYPE VL RIPRAP TO BE 9-INCH THICK LAYER BLENDED INTO EXISllNG BANK MATERIAL. DISTURBED AREAS TO BE TOP SOILED AND SEEDED. TYPE VH RIPRAP TO BE 3' THICK LA YER INSTALLED OVER 6-INCHES OF BEDDING MATERIAL. DO '"'-........ AA f' I BB - -- CC 2 --- - EE - n n I GG HH 109,546.25 2,136,477.68 FF I 1 BC Brown and Caldwell Consultants ~~ D~nver, Colorado - ,IliA,.. SUBMITTED: U/'r ul AOOl APPROVED: IAJ'~V~~X-- BRaWl /.No ~W[U REVISIONS DESCRIPTION BY DATE APP. UNION AVE BOA TCHUTE I LINE IS 2 INCHES AT FULL SIZE (If NOT 2' -SCALE ACCORDINGlY) ZONE REV. j j, '- FILE DRAWN DESIGNED CHECKED CHECKED 5993 TDB/JPC RAF WPR /RAF ~ AS-BUlL T SKT 3-92 RAF DATE: DATE: S/S-/9? APPROVED: DATE: A I I T I I I I I. L M 1 G H J K I E F B c D . , I N I -- EXIST. 30" RAW WATER o 1 4352 NORTHING HORIZONTAL CONTROL W 109,593.53 X 109,487.17 Y 109,545.11 z 109,516.77 109,430.73 109,403.43 109,418.87 109,337.86 109,217.66 SITE PLAN I N EASllNG 2,136,597.02 2,136,422.21 2,136,415.11 2,136,449.58 2,136,698.71 2,136,729.94 2,136,743.75 2,136,821.78 2,136,937.55 I DESCRIPTION T.O. EAST END EMBANKMENT T.O. SW END EMBANKMENT ~ BASE OF BOATCHUTE #2 ~ TOP OF BOA TCHUTE #2 ~ BASE OF BOA TCHUTE #1 ~ TOP OF BOA TCHUTE #1 T.O. NW END INTAKE WALL T.O. SE END INTAKE WALL SE END BARRIER SCREEN (NOT USED) (NOT USED) T.O. BEND IN ANCHOR WALL J-J-92!SKT 5/5993-009 DRAWING NUMBER 3 SHEET NUMBER o I p I 10 - 9 - 8 - 7 6 I-- 5 - 4 3 I- 2 I-- - o