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<br />GENERAL N01ES <br /> <br />. <br />, . <br /> <br />~Y'-avcLl n 'o~ l"a~walls. \oiing\oiaI Is. aprons, pipe culverts and <br />c~x cu..<r < shall rct be Dai~ for separately, but wi I] be <br />"l[<;IJ'~rd Suc<;iolarv tc o"her pay Items. <br /> <br />? . <br /> <br />y"ava' I In [('r the crass-lIned channel is to bp conSIdered a< <br />urLlas~i""ied D).'cavcT ion. <br /> <br />All "reavat;"" IJ<P~;'< chan'!E:I ""'bankr'ent shall be campae'er tC <br />00 p-rCcnt n" ~'enGBrd PfLL"~r D~nsity as out]inpj bv AASH10 1-99. <br />r "'[dC"lnn wil! n" be paId for >;eDarat"ly. but will be con<iderpd <br />~ar:. 0" "'rf:: ~l ta')~,"r.nt r()~paCtlon pay item. <br /> <br />4 <br /> <br />Water r ~Lir d '0r dust C1ntr01. CLmpaction and concrete shall <br />nC' bp ,aiJ f f' ~lr"ct]y. but WI!! bp consIdered subsidiary to <br />c' h" r pc v It", ~I < " <br /> <br />5. <br /> <br />CcnstrL 'ion <ha! I not corrrence un:il necessary construction <br />warning signs ar~ In placp and app~oved be the Engineer. <br /> <br />6. <br /> <br />It wIll be 'he cp ,crsibili:y of t~e contractor to notify all <br />utlll"ies when Cf''lstruCllon work begins in the vicinIty of any <br />: i]i"y lines anc' "G arrange for a representative of the utility <br />be pre<ent i' the r~ntractor's operations are in close <br />pr~(ximi.y ~f) dr"'V lin!>. <br /> <br />7. <br /> <br />A]l Ui.l]t1.y ]()("atl~n< <hall be field verified by the Contractor. <br /> <br />~ <br />~ <br /> <br />EXISTING GROUND <br /> <br />~~ <br /> <br /> <br />2 -0" <br />~- /- <br />I <br /> <br />22'- 0" <br /> <br />3979 <br /> <br />22' - 0" <br /> <br />o <br />Z <br /> <br />- <br /> <br />C!::: <br />LU <br />r-~ <br />IZ <br />!o <br />IZ <br />lLLJ1 <br />I <br />ll~ <br /> <br />"\~ <br /> <br />-- <br /> <br />.'CL <br />,!O <br />iLU <br />I C!::: <br /> <br />-=- ~-~-;'~-- J6~ <br /> <br />-7' <br /> <br />16'-0" <br /> <br /> <br /> <br />'t. PROFILE <br /> <br />GRASS-LINED CHANNEL <br /> <br />SCALE HOR' I" c 4'-0" <br />VERT' I" c 2'-0. <br /> <br />/8'- 0" <br /> <br />40 - 0" <br /> <br />/ <br /> <br />EXISTING GROUND i PROFILE 8 <br />FLOW LINE <br /> <br /> <br /> <br />2.00% _ (TYP,) <br /> <br />. ," <br /> <br />2'-0" TYPE 'A' CURB a GUTTER <br /> <br />'. <br /> <br />~' <br /> <br /> <br />.../ <br /> <br />16'-0" <br /> <br />EXISTING GROUND <br /> <br />100 YEAR FLOOD ELEVATION <br />\7 <br /> <br />'0 <br /> <br /> <br />o <br />I <br />"" <br /> <br />(:', <br />-"" <br />I <br />-0 <br /> <br />STATION 7+08.00 TO STATION 12+80.00 <br /> <br />18'-0" <br /> <br />-/- <br /> <br />g'-o~ <br /> <br />EX/STING GROUND <br />,--:------- <br /> <br /> = <br /> ~ <br />.- <br /> (/) <br /> = <br /> G) <br />........ <br /> >< ~ <br />~ Q) <br /> ~ CU <br /> -= <br /> .. <br /> ....- CI) <br /> ,..~ <br /> ... ''''; <br />-:-' <br /> := ~ <br />..Q l- <br />.- ea <br /> .. <br /> '.- E <br />II <br /> ~ <br />~ <br /> ~ E <br />_.~ <br /> .. = <br /> .- <br /> ,"'.. <br /> "" ~ <br />f"!" <br />.. ...:. _Jr. <br /> res <br />...P..:...... <br /> C.~, <br /> " <br />~ <br /> <br />200% (TYP) <br /> <br /> <br />5'1/2" CONCRETE PAVEMENT <br /> <br />SLOPE CURB a GUTTER TO <br />DRAIN TOWARDS STREET <br /> <br />SCALE <br /> <br />STREET <br /> <br />SECTION PAVING STATION 0+70.00 TO STATION 1+50.00 <br />GRADING ONLY STATION 1+50.00 TO STATION 6+00.00 <br /> <br />CONCRETE <br /> <br />HOR, 1"= 4'-0" <br />VERT, ," = 2'-0" <br /> <br />L_ 2'-0" <br /> <br />0'-41/2"~1~" <br />- "-;"-t- - <br />CD <br />-' <br />-0 0 <br />, ~ <br />-CD <br />I <br />-0. <br />--...,,1-----,{-_ <br /> <br />,'- 6" <br /> <br /> )f, .u [4- H 64 <br /> D 2/b4 <br /> ('l, JVf [ <br /> iJr '>E: <br />~- <br />-CD C~h_ oJ"'" <br />-0 ",c AS S Hl '^ .... <br /> ~('. <br /> <br /> <br /> <br />TYPE'A' CURB 8 GUTTER <br /> <br />SCALE, I" = "-0" STATION 0+70.00 TO <br />STATION It 50.00 <br /> <br />SHEET <br />4 of 8 <br />