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<br />UJ <br /> <br /> <br />ROAD BASE ON TOP OF <br />LE. VEE BY OTHERS <br /> <br />C) <br />co <br />l/' <br />..... <br />C) <br /> <br /> IIDRIZONTAL CONTROL INFORMATION <br />POINT NORTlfING EASTI NG DISTANCE, FT. tAR ING <br /> --- <br />125+ 10 .83 15207.86 107801. 39 <br /> 229.84 S 68-20-3 E <br />127+-40.67 15123.00 108015.00 <br /> 507.37 S 72-55-20 E <br />132+48.04 14974.00 108500.00 <br /> 275.76 N 76-01-08 E <br />135+23.80 15040.62 108767.59 <br /> 1082.88 N 88-25-17 E <br />146+06.68 15070.45 109850.06 <br /> 50.72 S 79-55-46 E <br />146+57.40 15061.58 109900.00 <br /> 200.00 S 90-00-00 E <br />148+57.40 15061. 58 110100.00 <br /> 52.80 N 71-03-52 E <br />149+10.20 15078.72 110149.94 <br /> 1051.23 N 88-25-17 E <br />159+61.43 15107.68 111~.77 <br /> <br />+ <br /> <br />+ <br /> <br />- -'~ - - - -...QJ;" - - --.-- ---., <br />. . T <br />J <br />'1' <br />I <br />I <br /> <br />co <br /> <br />C) <br />~ <br />i- <br /> <br />CONTRACTOR SI1ALL <br />PROTECT EXISTING <br />IRR\qAl'ION FAC.ILlTI~S <br /> <br />., <br />~I <br /> <br />I <br />~ <br />I. <br />QO <br />--t!- <br />,-;-." <br />i:2J ,f. <br /> <br />-- c.> <br />c.> en <br />en + <br />+ I'\l <br />~ ':' HARMONY DITCI-1 NO ~ '" <br />'0 Cl) \ <br />,-"'- .!... <br /> <br />, 34!"-~1 <br /> <br />. -.~' " <br /> <br />+ <br /> <br />+ <br /> <br />CONSTRUCTION UMITS <br />5TII- 12.5+00 TO STA 147+80 <br /> <br />50 LF 12" eMP <br />MII-TCH EXISTIN~ <br />DITCH INVERT <br /> <br />CURVE SI111-LL BE II-D..lUSTED IN <br />FIELD SO THAT TOE OF LEVEE <br />IS 10 FE:ET SOUTH OF PUMP <br />HOUSE <br /> <br />ALFALFA <br /> <br />PLAN <br /> <br />Scale: 1" = 100' <br /> <br />UJ <br /> <br />C) <br />co <br />l/' <br />..... <br />C) <br /> <br />14 SSO N <br /> <br />3741 <br /> <br /> VERTICAL CONTROL INFORMATION <br />POINT ELEVATION DISTANCE, FT.: + SLOPE, ! <br /> -- <br />101+89.00 3721.98 <br /> 4417.68 -0.090 <br />146+06.68 3718.00 <br /> 50.72 +1.577 <br />146+57.40 3718.80 <br /> 58.17 -1.375 <br />147+15.57 3718.00 <br /> 83.60 0.000 <br />147+99.23 3718.00 <br /> 58.17 -0.687 <br />148+57.40 3717.60 <br /> 52.80 -1.894 <br />149+ 10.20 3716.60 <br /> 3998.80 -0.160 <br />189+09.00 3710.20 <br /> <br /> 1 S SSO N <br /> UJ <br /> ~I I I I C) <br /> - <br /> rti + co I <br /> j C) <br /> - <br /> I I I 'r' <br /> ~ I I I <br /> lo I ~ <br /> J ~I'. <br /> ~~II <br /> 11'6. \ <br />[] /~ flII I <br />i-, / / (!) I <br />--~ / I I-I <br />- ~ :--1 ~ ~ <br />- I, 1 Iwl en <br />co I ,- en en <br />L__.J .,.. <br />. ~ I I 0 + <br />r-~ . .,.. cD + 0 <br />'-- t'-.. Cl) + 0 0 <br />eft. II) I + 0 0 <br />+ en 0 <br />~ co I I ), -3 . 0 <br /> ~ . I'\l <br /> m=-f~1~ ~~'. ~.., <br /> ,'''--:.i';:' ,,<~.""'" I', --l <br /> I I <br /> I~ \ PROPOSED + <br /> FLOOD <br />('1'). I I 'Tn G,ATE: <br />0 I I I <br />Z <br />UJ I I NOT IN CONTRACT <br />l- <br />e:( <br />ZUJ j I <br />a::UJ <br />UJ> '1 <br />I-UJ II I <br />...J...J <br />e:( <br />U. II I <br />0 <br />Cl ~: ~ <br />Z <br />UJ <br /> ~ I : I I <br /> I I <br /> II I UJ <br /> I C) <br /> II I co <br /> C) <br /> 14 SSO N <br /> <br />,-----, <br />J I <br />....._____.J <br /> <br /> <br />.,... <br />o <br />+ <br />o <br />o <br /> <br />.,... <br />en <br />+ <br />o <br />o <br /> <br />o <br /> <br />o <br /> <br />,;j.~'~-_.-' ;---~:~";.;_.- <br /> <br />"", 1.,#,'~:',:U,',:l:._,',-.~"",,{.,.~, :11':..":',, <br /> <br />, -'~"t <br /> <br /> <br />+ <br /> <br />FALLOlJ FIELD <br /> <br /> <br />NOT IN CONTRACT <br /> <br /> 720.00 /" TOP OF LEVEE <br /> , <br /> 715.00 END OF AL TERNA TE Nb. 3 \.. <br /> "- ------- fEXIST1Nl1 C1ROUN~ _ LEVEE ~, <br /> 1--------- -------- -- <br /> ------ --------- ---- --- - " - <br /> 710.00 - -- --- <br /> --- --------- <br /> 705.00 / <br /> '" <br /> -0.091 1 . 58~ -1.381 ::J.OO~ -0.691 1.89 -0.161 <br />OESIGN SLOPE <br /> 0 0 0 0 0 0 0 0 0 eX) 0 r--- t') 0 0 0 0 0 <br /> 0 0 0 0 0 ~ 0 0 0 CD -t III N -t f'! 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 CD r--- ~ Ol r--- 0 0 0 0 <br /> 0 III 0 III 0 III 0 III 0 0 III Ol III +' 0 III 0 <br />STATION + + + + + + + + + + + + + + + + + <br /> III r--- 0 N III r--- 0 N III CD CD r--- r--- eX) 01 0 N III <br /> N N M M M M -t -t -t -t -t -t -t -t -t III III III <br /> ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br /> 0 r--- III N 0 r--- III N 0 0 0 0 0 0 0 CD CD CD <br /> 01 CD -t N 0 r--- III ~ ~ ~ ~ ~ ~ ~ CD -t 0 ~ <br />TOP OF LEVEE ELEV. ai 01 01 01 01 eX) co co eX) eX) eX) co co r--- CD CD CD III <br /> ~ ;:::: ;:::: ;:::: ;:::: ;:::: ;:::: ~ ;:::: ~ ;:::: ;:::: ;:::: ;:::: ;:::: ~ ~ <br /> r--- r---, r--- r--- r--- r--- <br /> r--- -t CD III co r--- CD M 01 r--- M co N 0 0 III III r--- <br /> r--- ~ ~ t-: 01 ~ co ~ ~ ~ ~ ~ -t ~ ~ t-: N ~ <br />GND. SURFACE ELEV. N ~ ~ ~ c:i 0 0 0 01 01 01 01 0 eX) eX) 01 co r--- <br /> ~ ;:::: ;:::: ;:::: ;:::: ;:::: ;:::: ;:::: 0 0 0 0 ;:::: 0 0 0 0 0 <br /> r--- r--- r--- r--- r--- r--- r--- r--- r--- r--- <br /> <br />PROFILE <br /> <br />Scale: 1" = 1 00' Her. <br />1" =10' Vert. <br /> <br />NO. OA TE <br /> <br /> <br />LEVEE <br />PLAN AND PROFILE <br />ST A 125+-00 TO ST A 155+0.0 <br /> <br />REVISIONS <br />K'o, OESCRIPTION <br /> <br />SOUTH PLATTE LEVEE AND <br />JETTY IMPROVEMENTS <br /> <br /> <br />DESlONto JTW <br />DRAWN OFTJPRO <br /> <br />ATE OCT.. 1987 <br />OWG-. MQ. <br /> <br /> <br />MULLER ENGINEERING COMPANY, INC. <br /> <br />CONSULTING ENGINEERS <br />7000 "''EST FOURTEENTIi AVENUE <br />LA,M"WOOD, COLORADO 80215 <br />(303) 232-'1340 <br /> <br />TOWN OF CROOK, <br />COLORADO <br /> <br />CHt:O<to ". NO. 8708 <br />SCALE AS SHOWN SHEET .JL OF jJi. <br />