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<br />94913 <br /> <br /> <br />WIDTH & <br /> <br />LIMIT OF <br />CONSTRUCTION <br />f'A TCH EX I STI NG <br />ELEVATION <br /> <br />TRICKLE CHANNEL <br />SEE DETAIL THIS <br />SHEET <br /> <br />TYPICAL SECTION - CHANNEL EXCAVATION <br />STA. 19+00 TO STA. 31+00 <br /> <br />NO SCALE <br /> <br />----------- <br /> <br />SOIL CEMENT <br />EROS ION <br />PROTECTION <br /> <br /> <br />EXIST ROAD <br /> <br />PROPOSED <br />10" PVC <br />IRRIGATION PIPE <br /> <br />EXIST 12" CONC. PIPE (TO BE ABANDONED) <br /> <br />--- <br /> <br />GUYS <br /> <br />EX 1ST. CONe. <br />TURNOUT STRUCTURE <br />TO BE REMOVED <br /> <br />POWER POLE <br /> <br />10" PVC IRRGATION PIPE <br /> <br />SOIL CEMENT EROSION PROTECTION FOR WELL <br />NO SCALE <br /> <br />I' <br /> <br />10' <br />ROAD SURFACE <br /> <br />I' <br /> <br />TOP ELEV. OF LEVEE <br />4S SHOWN ON PROFILE <br /> <br /> <br />-~ <br /> <br /> <br />S IDE SLOPE FOR <br />FIELD ENTR. <br /> <br />ct <br />LEVEE OR <br />FIELD ENTRANCE <br /> <br />TYPICAL SECTION GRAVEL SURFACE ROAD <br />LEVEE STA. 12+90 TO STA. 19+50 BK <br />STA. 18+27 TO STA. 20+04 <br />STA. 31+95 TO STA. 35+19 <br />FIELD ENTRANCES <br />NO SCALE <br /> <br />'. .... 4 <br /> <br /> <br /> <br />GROUT DITCH <br />TO STRUCTURE <br /> <br />SLOPE <br />1/8'..'..: I' <br /> <br />TURNOUT <br />STRUCTURE <br /> <br />SUBGRADE COMPAC-ED <br />TO 95 OF STA~DARD <br />PROCTOR <br /> <br />. ~ ,~. <br /> <br /> <br />CONCRET~ <br />DITCH <br /> <br />14.: TRANS [ S ~tN <br />SECT. ION <br /> <br />CONCRETE IRRIGATION DITCH <br /> <br />SCALE: 1/2"=1 '-0" <br /> <br />~ la' WIDE EARTH ROAD SURFACE <br />8" ABOVE SURROUNDING GRADE <br />WHERE DESIGNATED ON PLAN <br /> <br />SANDY ,~TERIAL TO BE STOCKPILED <br />SEPARATELY TO CONSTRUCT SOIL <br />CEMENT SLOPE PROTECTION SEE SOILS <br />~EPO~T FOR INFORf'ATION <br />REGARDING SAND ZONES <br /> <br />SUITABLE EXCAVATED W\TERIAL <br />TO BE USED TO CONSTRUCT LEVEE <br />SHE LL <br /> <br />CLAY f'ATERIAL <br />TO BE STOCKPILED SEPARATELY <br />TO CONSTRUCT LEVEE CLAY <br />CORE. <br /> <br />6" TOPSOIL REPLACEMENT <br /> <br />SEE SOILS REPORT BY EMPIRE <br />LABORATORIES FOR INFORf'ATION <br />REGARDING CLAY ZONES <br /> <br />6' WELL <br />clOUSE <br /> <br />SECTION A-A <br /> <br />~JO SCALE <br /> <br />4" AGGREGATE BASE COURSE <br /> <br /> <br />SIDE SLOPE FOR <br />FIELD ENTR. <br /> <br />rTl <br /> <br />a <br />I <br /> <br />BACKF I LL <br />3:1 (BOTH SIDES) <br /> <br /> <br />SECTI ON <br /> <br />CD <br /> <br />NO SCALE <br /> <br />CLAY <br />CORE <br /> <br />ct LEVEE <br /> <br />LEVEE AS SrDWN IN TYPICAL SECTION <br /> <br />~ <br /> <br /> <br />STR I P EX I STI N(; LEVEE TO <br />SUBGRADE OF SOIL CEM~NT <br />CENTERLINE OF LIFT AT <br />TOE OF LEVEE <br />EXIST. <br />GROUND <br /> <br />NOTE: OBTAIN SOIL r1ATERIALS <br />FROM CHANNEL EXCAVAT;0N <br />OR FROM STRIPPING <br />OF EXISTING LEVEE. <br /> <br />=:l <br /> <br />I. <br /> <br />J <br /> <br />6' <br /> <br />SOIL CEMENT SLOPE PROTECTION <br />STA. 18+27 TO STA. 24+36 <br />STA. 160+00 TO STA. 170+00 (EXIST. LEVEE) <br /> <br />1+' <br /> <br />I,' <br /> <br /> <br /> <br />NO SCALE <br /> <br />/ <br />V <br />~);/ <br />iF ,;'v <br /> <br /> <br /> <br /> <br />~ i f'ATCH EXIST. GROUND (TYP.) <br />STA. 11+50 TO STA. 19+00 <br />~ STA. 31+00 TO STA. 39+00 <br />'Jir! <br />'-\ <br />II(, <br /> <br />r <br /> <br />WIDTH VARIABLE <br /> <br /> <br /> <br />'I'] <br />~ <br />\J <br /> <br />1 <br /> <br />STA. 11+51J TO ST.\. 19+00 <br />ALIGN ct ~ITH EXIST. DITCH <br /> <br />'OTt.. 19}00 TO STA. 39+00 <br />ALIGN ct WITH SURVEY ct <br /> <br />,- <br /> <br />,~TCH PROPOSED CHANNEL <br />ELEV. AS SHOWN IN CROS- <br />SECTIONS (TYP.) <br />STA. 19+00 TO STA. 31+01J <br /> <br />6" TOPSO I L REPI-ACEI.\ENT <br /> <br />ELEV. AS SHOWN mJ PROF I LE <br /> <br />TRICKLE CHANNEL <br />STA. 11+50 TO STA. 39+00 <br /> <br />[ <br /> <br /> <br />10" IRRIGATION PI"E f'AY ENTER I <br />STRUCTURE 900 FROM DIRECTION , <br />SrIO~IN I <br /> <br />NO SCALE <br /> <br /> <br />PROVIDE CUTOUT TO CONFORM TO <br />EXISTING TRR IGATION DITCH <br />WliERE SHOWN ON PLANS <br /> <br /><t> <br />6 <br /> <br />a <br />I <br /> <br />.. <br />," <br /> <br />12lr~ <br /> <br />BACKFILL <br />STRUCTURE <br />AS REQ'D. <br /> <br />REA 33140 <br />8MI <br /> <br />.. <br /> <br />10X12 WATERf'AN <br />SUNSHINE ALFALFA <br />VALVE OR EQUAL <br /> <br />"4 HOR I ZONTAL <br /> <br />12" <br /> <br />a <br />, <br />s <br /> <br />4-"4 <br /> <br />10" IRRIGATION <br />PIPE <br /> <br />CONC. ANCHOR <br /> <br />SECTI ON <br /> <br />CD <br /> <br />IRRIGATION TURNOUT STRUCTURE <br /> <br />SCALE: 1/2"=1 '-0" <br /> <br />3846 <br /> <br />la' GRAVEL SURFACE ROAD <br />STA. 12+90 TO STA. 19+50 <br />STA. 18+27 TO STA. 20+04 <br />STA. 31+95 TO STA. 35+19 <br /> <br />.. <br />'" <br /> <br /> <br />12 ' <br /> <br />TOP ELEV. AS SHOWN <br />ON PROFILE <br /> <br />SOIL CEMENT SLOPE PROTECTION <br />STA. 18+27 TO STA. 24+36 <br />STA. 160+00 TO STA. 170+00 <br />(EXIST. LEVEE) SEE DETAIL THIS <br />SHEET <br /> <br />6" TOPSOIL REPLACEMENr <br />(BOTH SIDES) <br /> <br />TYPICAL SECTION - LEVEE <br />STA. 8+60 TO STA. 19+50 BK <br />STA. 18+27 AHD TO STA. 40+62 <br />NO SCALE <br /> <br />4" PVC Gi) <br />PIPE <br />1200 <br /> <br />NOTE: PERFORATIONS SHALL BE <br />1/2"0, 5" O.C. IN <br />RO\'!S 1200 APART <br /> <br /> <br /> <br />STEEL CUT & WELD TO EXIST <br />PIPE <br /> <br />4" WYE <br /> <br /> <br />4" PERFORATED PVC PIPE <br /> <br />4" PVC __ <br /> <br />z <br />:<: <br /> <br />BUILDING PAPER <br /> <br />BEND <br /> <br />,. <br />N <br /> <br />a <br />I <br />'" <br /> <br />~ <br /> <br />I 2'-0" I <br />. ,... <br /> <br />3/4" .. 2 1/2" GRAVEL <br /> <br />- =, <br />'. / WELD STEEL-STARTER FOR ~ <br />WELDED 900 BEN~ - <br />....- --- <br /> <br />SEPTIC FIELD <br />ABSORPTION TRENCH <br /> <br />SANITARY' CLEANOUT <br />" j, I :;l- , (NOTE: PLAN I S SHOWN REVERSED <br />.. '" S t-WV~~"V) Lo. FRQto1, ACTUAL I NST ALLAT IO~J) <br />-0;- ..~ ~,hlt!. ~{, <br />k~ (:_<)-U-,.'L, . If: Q. W <br />U . - -- 'd ',; P ~~l.Z..-..:;.., .. <br /> <br />CONC. SUPPORT BLOCK <br />(SALVAGE FROM EXIST. STR,'CTURE <br /> <br />NO SCALE <br /> <br />CONNECTION TO EXISTING WELL <br /> <br />NO SCALE <br /> <br />-l <br /> <br />r--- <br /> <br />---- <br /> <br /> <br />I <br /> <br />l-10"XI0" TEE <br />1-10" 11 1/40 <br /> <br />20 L.F. OF CONC. DITCH <br />SEE DETAIL THIS SHEET <br /> <br />PVC DIP <br />ADAPTER COUPLING <br /> <br />48 L.r. <br />Or 10" p\JC <br /> <br />REMOVE AND DISPOSE <br />OF EXISTING CONC. <br />TURNOUT STRUCUTRE <br />SALVAGE EXIST. GATE <br />AND RETURN TO <br />DAN BUSCH <br /> <br />I <br />l: <br />: I <br />I I <br />\ <br />\ <br /> <br />IRRIGATION FACILITIES <br /> <br />STA. 22+01 LEVEE <br />SCALE: 1"=20' <br /> <br />\ <br />\ <br /> <br />20 L.e. OF ~ <br />CONC. DITCH <br />SEE DETAIL THIS <br />SHEET <br /> <br />CONC. TURNOUT STRUCTURE <br />SEE DETAIL THIS SHEET \ <br />INV. = 46.04 \ <br /> <br />ct LEEVE <br /> <br />~ <br />o <br />'" <br />f- <br />'" <br />o <br /> <br />GROUT EXIST CONC. DITCH <br />TO NEW STRUCTURE <br /> <br />~- <br /> <br />A Professional Corporation <br /> <br />SCAlE AS SHOWN <br /> <br />TOWN OF WIGGINS <br />MORGAN COUNTY COLORADO <br /> <br />THIS DRAWING IS <br />THE PROPERTY OF <br />ARIX. ANO IS NOT <br />TO BE REPRODUCED. <br />MODIFIEO OR USED <br />FOR ANY OTHER <br />PROJECT OR EXTEN. <br />SION OF THIS PRO. <br />JECT EXCEPT BY <br />AGREEMENT WITH <br />SAIO COMPANY. <br /> <br />1\=11 X <br /> <br />DRAWN JWL <br />CHECKED JDA <br />APPROVED I J B <br /> <br />1 <br /> <br />MISCELLANEOUS DETAIL SHEET <br /> <br />Engineers Architects Planners <br /> <br /> <br />DATE DEC. 1987 <br />PROJEct NO 86] 36. 00 <br /> <br />PROJECT II <br />KIOWA CREEK FLOOD <br />PROTECTION I MPROVEM ENTS <br /> <br />Greeley, Colorado <br />Grand JunctIon, Colorado <br />Aiverton, Wyoming <br />Provo, Utah <br />