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<br /> <br /> <br />\ t <br />/ii <br />f. <br />\; <br />a: <br />Is <br />, ~ <br />"""r ~/JJ <br />~"( <br />jA ,?". "- <br />~-;~~:; <br /> <br />LEGEND: <br /> <br />NOTES: <br />,. EXIS11NG PHYSICN.. fEATURES DEPICTm Nt[ <br />BASED UPON PRf.'mUS PlANS (WHffTEN & <br />NEWKIRK, 1HS) AND APPROXJtM.TE FELD <br />SKETCHES PREPARm f1( rnu.tc DECDIBER 9 <br />2003. NO SU8SURFACE INfORMo\TlON IS <br />AYAllA8LE.. BELOW GRADE S'TRUCtURE UNES <br />ARE SHOWN F'OR 1NFDRJMTKlfrW.. PURPOSES <br />ONlY. <br />2. THE D.EVAllON ~TUM FOR THIS PROJECT IS <br />NOT REFERENCED TO KNOWN DATUNS. THE <br />PRO.lECT 11111 IS THE wm END Of' THE <br />DNERSM)N WEIR. nEYA'OON 100.00. <br />3.SEE PROJECT SPECIF1CAlJONS FOR w.4.TERW.S <br />REQUIRED, TESTINC. QUANmE:S, AND 0TH0t <br />NORtM.1ION RELAlED TO CONSTRUCTION OF <br />tHIS PRO./ECI. <br />4. CONTRACTOR SIW.L PROTECT All. IElOS11NG <br />STRUCTURES f'ROU IWMGE. DISTURBED <br />MDS StW.l BE REGRADED 1M) SHN'm TO <br />M.\1CH tHE PRE-coNSJRUCTION CONIXI'IDH. <br /> <br />\ <br /> <br />EXISfING STRUCTURE <br />PROPOSED STRUCT!JRE <br /> <br />COORDINAtE ACCESS FROM YcKAY RCW) <br />WITH Dn'CH SUPEJMSQR. <br /> <br />\/ <br />\ <br />/\/ <br />/ I <br /> <br /> <br /> <br />~ ./ /"'Poo"""", <br />COHSTRlJC1' 1'EWPQfWn" M:CESS RAMP /" lOP Of BANK <br />_ ----roR WORK ON"""""" SlOE , "" '" 107 <br />REGRADE TO 0RIGIJrW. CONtOURS AT ,,- <br />PROS:T CQUPLEJION <br /> <br />~ <br />alIICIrW. SICM.[ 1~_lcr <br /> <br />PROYIDE 1EWPORAR'f EARTHEN WORKING PLATf'ORt.I <br />TO PROTECT WORK AND FOR EOIJIPMDIT ACCESS. FLOW <br />REGRADE AT PRO.IECT COMPt.EJION. (M'Il;:AL l.PS'TREMI R <br />NtO DOWNSTREAM OF EXISTING SPl.LWAY.) {> <br /> <br />FlDW <br />~ <br /> <br />3' WIDE rrr 5. DEEP CONCREJE CUTOFF <br />ON I..lPSJR[AY SIDE Of DIVERSION <br />FORM UPPER TWO FEEI', SEE SECT10N B-B <br /> <br />T8W EL: 100 <br /> <br /> <br />T <br /> <br />FlDW <br />~ <br /> <br />",.,0,' . <br /> <br />r r <br /> <br />OROUT POINIS. CORED <br /> <br />. . . ~.. <br /> <br />,.:':0'.,. <br /> <br />. '~-'.. ..... . .. '. <br /> <br />.:.' "., <br /> <br />'.~ . <br /> <br />I..-.. <br /> <br />A' <br /> <br />RNER DN'ERSION GATE <br /> <br /> <br /> <br />RMR DMRSION GATE <br /> <br />. . . <br />~ STm. ~ PILES. <br />EL:98.0 <br /> <br />}j....LmI...j <br />... F[EI" . <br />. . . <br /> <br />1116- <br /> <br />EL: 95.0 <br /> <br />n.:e.o <br /> <br />· ftE!" <br /> <br />A <br />'- <br /> <br />REMOVE FIRST 5 FEET OF THE EXISI1NG CONCRETE PILE CWo <br />tNERlN' NEW SHEET PU WNMUM Of' 4 FEET E'ASI' oF THE <br />WEST END OF THE DOSTING SHEET PILE. <br />INSTALl. THE NEW PIlE CN avQ 80TH TtE EXIS11NC AND NEW <br />SI-EET PI.E IN THE l:NEfUP AND TIE INTO EXISTING CNJ WITH <br />fOUR ,. REBAR DOWELED 12" INTO THE EXISI1NG CONCRETE PIlE CNJ. <br /> <br />(J5 ~_ Q: L- <br />'-..... . <br />DO NOT DRIVE HE'AVY EQUIPWENT ON or.'ERSlON STRUCTURE. ~ <br />'caNSTRUCT TnIPORAR'1" ACCESS IWP <br />FOR WORK ON DOWNS1'REAY SlOE <br />REGRADE TO 0RfGII0W.. CONTOURS AT <br />.....ECT COMPlElION <br />'-....... <br /> <br />"" <br /> <br />. F[EI" <br /> <br />FULTON <br /> <br />DIVERSION <br />SCALI .--10' <br /> <br />PLAN VIEW <br /> <br />~I <br />\ <br /> <br />"" <br /> <br />aJT OfF TOP Of PILE TO BE 1 FOOT BEl.QW ElCIS11NG CONCRETE SLM, n.: 94.0 <br /> <br />CUT OFF TOP OF PILE TO BE 1 FOOT BELOW EXJSnNG CONCRETE SL.AS. El: 95.0 <br /> <br />\ <br /> <br /> \ USE CMJTIOH DRMNG SHEET PILE <br /> NEAR WALL liS FOOTING WAY EX1ENO <br /> REP....R BROKEN EIO'OHO FACE Of' WAlL <br />EXtsl1NG RI\IER GATE EX1ST1HG RMR GA.1E JR"" E)QS11NG ~~ WEIR ~ IBM a: 100__ <br /> NEW ~ r_ <br />EI..; 95.0 a.: 95.0 <br /> . . <br /> I <br /> I <br />EJaSTlNG SHEET pu:. 2S FEET DEEP <br /> NEW SHEEr PILE 2S FEET DEEP <br /> BOTTOM ELLVAfION 70.0 OR REFUSAl.. <br /> <br />TOP Of SJDE WALL <br />a 108 <br /> <br />EJOS11NG WOODEN PIlE <br />10 TO 11 FEET DEEP <br /> <br />EXlSTlNG STEEL AAJL PILES. 33 FEET LONG <br /> <br />FULTON DIVERSION -SECTION A-A' <br />SC&LI 1-.10' <br /> <br /> <br />CROUT POO<<S, CORED 4.' IMtERtOR <br />OF EACH SIDE., ll.5 FEET Nwrr <br />AND a' ON CENJER. <br />PRIW.RY GROUT INrtRVAL TO EXTEND <br />APPROlONATELY 10' BENEAtH BOT1'OW <br />OF M EXJS11NG su.s <br /> <br />'='.......... \ ~........"" ~ ) <br />,. ,2" DC EW El<ISllNG WOCOEN ~ TIP <br />~ AND FIlISH ONE ROW EACH SmE. 10. DEPTH ~ ~~ ~ <br />3/~ USEFOREPO,ff ~ltD REBAR ~ :: AND <br />SECTION 8-8' SPUWAY) <br /> <br />EJOST1NG <br />IlO/EJlSION <br />; F :\'.: :tll~~. ..~t.R.'.:-;Xi.",: 1HUNJ.:~ <br /> <br />"t~r~'f0 <br />~ 36":;r '~:':;~1::'( ..:~./>: <br /> <br />~ l.<.:i<.....:.,.:~ ,..:...l.....{....,..}.,;..,,.... ,. AT ENOS <br /> <br />~ z.17i;p:~/~:t~~;t::tt: 3/"~ <br /> <br />~~2.n~ BARS BENT ,. ON 24- SPAC>>&G CDITERED ON PR.E <br />SECTION C-C' <br /> <br /> <br />trr8~~ ~ ~2~ <br />USE EPOXY COA.TED REBAR FOR AU. OOWELS <br />42- 8- <br /> <br />,. REBAR BEND \ 24- <br />FOR 1lE oowa <br /> <br />36" <br /> <br />3/4- CHAMFER AU.. <br />NSTREAll EDGES <br /> <br /> <br />PILE <br /> <br />~1.-2' <br /> <br />CONSTRUCTION NOTES: <br />1> SHEET PUS ARE TO BE GOOED INTO PlACE FOR sTARTlfG BY w.NUAl lABOR AND HOT DROPPED BY <br />PIlES OWN WEIGHT. <br /> <br />2) ~~~ ~~TH~ ~ STOCKPILE TIME 0NSfTE TO A.VOID DEBRtS FROM DmRING <br /> <br />J) ~~~ SOCKrr JOINT SHEET P1LE PATI'ERN Stwl. BE USED RATHER THAN A- -rINGER INTERLOC- <br /> <br />4) TO THE IMXIMUM EXTENT POSSI8lE SHEET Pft..ES SHOULD BE DRIVEN IN PAIRS. <br />5) ~ OPEN INTERLOCK OF THE lEADING Plt.E WITH A. BOLT TO PREVENT OEBRlS FOUUNG AND SLOT <br /> <br />15) SlED.. IS TO BE ASTM GRADE 60 OR PRCNEN 60 KSI. <br />7) CHECK SOIl lESTS TO SEE F t".A'M)l)IC PROn:r.T1nN IS NEEDED <br />o'llQ PROTECTION If~ RESSSlM1Y _ BElOW 2QQO OI-M/C" (AS'N-GS1-18) <br />pH - BELOW ..5 (ASTM-G51-77) <br />SU\.FAT[ - ABOVE JOOO n19/L (ASN-DSI&-JI) <br /> <br />Fulton lrricatJnc Ditch Camp"'r <br /> <br />REVISIONS South Platte River DiYenlon Structure <br />NO aESCRIPTlON ..... BY HYDRAUUC CUTOFF <br /> <br />'1t !~~!~S!:!...Rt'.E <br />_ anu.z... ~..___ <br />..... <br /> <br /> <br />I Of I <br />