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2 3 4 5 8 7 <br /> 8 24"PREFABRICATED PARSHALL FLUME WITH INTEGRAL U <br /> FRESNO SERIES WOO MODEL 1018 la'SLIDE MEASUREMENT WELL,LEVEL TOP W d <br /> GATE OR APPROVED EQUAL(TYP). 6 LIs <br /> ai <br /> CL 18' FRAME HEIGHT=3328'. Q'Y LL <br /> DIRECT MOUNT TO HEADWALL PER H <br /> F MANUFACTURER'S INSTRUCTIONS 5 <br /> CAST IN 18'DIA OPENING <br /> NSTALL 3-USGS TYPE C I I TOW•5039.DD(TYP) g <br /> STAFF GAUGE . <br /> DIRECTLY TO WALL TOW=5039.00ITYP) y� 57 24' 38' <br /> INV 18"=5038.50 I 15' _-.__._. <br /> 2. `7z <br /> / 1 <br /> E // J <br /> / ( / <br /> q \ / 59' <br /> " <br /> I � 4 / 15' <br /> TOE <br /> WALL <br /> STOPLOG NOTCH <br /> SEE DETAIL(TYP �+ <br /> — BOTH WINGWALLS) <br /> 1 TOW-5038.00 -. m ' �+ FLOW FILL <br /> D CONCRETE CUTOFF WALL CONCRETE CUTOFF WALL <br /> CONCRETE A e <br /> PRON SEE DETAIL— <br /> SEE DETAIL <br /> NOTE: FLOW EL.5036.30 <br /> DIRECTION SCARIFY AND RECOMPACT 8"SUBGRADE <br /> 1. ALL DIMENSIONS FOR HEADWALL,WINGWALLS, TO 95%STD PROCTOR DENSITY <br /> APRON,ECT.ARE PER COOT STANDARD DETAILS M-801-10, <br /> M-601-11,M-801-20. ORR DRAIN HEADWALL CONFIGURATION 10.0' ORR DRAIN PARSHALL FLUME DETAIL <br /> A 'r+ <br /> C-200 SCALE:1'-1' � C-200 NOT TO SCALE <br /> m <br /> 3"CLR. 6" <br /> 2%— <br /> C #512"O.C.E.W. <br /> CLAYLINER BACKFILL IN 9"LOOSE <br /> LIFTS WITH OVERBURDEN \\ z <br /> COMPACTED AS NOTED ABOVE - <br /> FINIISSHHEDE TO TOP OF CONCRETE �—6X6 W 1.4XW 1.4 a <br /> 18"THICK TYPE L RIPRAP �' w <br /> c=i 12'THICK TYPE II BEDDING f <br /> w CONCRETE ROAD TYPICAL SECTION Sr <br /> W SCALE: 1"=4'r t '' <br /> Y <br /> OVEREXCAVATE <br /> V ALONG SLURRY 1y <br /> WALL 6x6,W1.4 x W1.4 <br /> 2' <br /> N 2- z CONCRETE WALL SECTION <br /> < B3"CLR. NOT TO SCALE <br /> EXISTING <br /> co <br /> SLURRY WALL r - - -------- - ---- FINISHED GRADE Q. <br /> — — — — PARSHALL FLUME � Z <br /> NOTES: �Q — — \ (OPEN WIDTH VARIES) TOW MATCH TO Z <br /> U) <br /> 1. REMOVE ALL TOPSOIL,DEBRIS,AND OTHER DELETERIOUS MATERIAL Q ` I TOP OF FLUME Z ul J <br /> F Z <br /> uW 2. SCARIFY AND RECOMPACT SUBGRADE TO 95%STANDARD PROCTOR DENSITY OR 70%RELATIVE DENSITY. `— 94 RE BAR C 3:1 CHANNEL LU F < <br /> SIDE SLOPE LLJ <br /> S 3. EXCAVATE 2 FEET ALONG BOTH SIDES OF SLURRY WALL TAKING CARE TO NOT DISTURB SLURRY WALL.HAND 12"O.C. W W <br /> CLEANING OF PITRUN ALONG THE SLURRY WALL MAY BE NECESSARY. _ _ y8',...;,,:.,.r�• =.:.7 �,r.'�.<r•.•••." LU <br /> 0 4. DEWATERING WILL BE REQUIRED TO FORM A STABLE SURFACE. I �+ •HcL ,�.;,.yx ~ _ ^ v*�;•�,: f:,s '.•:.`•,: C7 <br /> 5. PLACE OVERBURDEN Na CLAY LINER,WITH A MINIMUM OF 40%FINER THAN THE 200 SIEVE,IN 94NCH LOOSE i k•L. IL:.�.-.� ''-L%4 :+�'i.'.-•. 1- a <br /> H LIFTS AND COMPACT TO 95%STANDARD PROCTOR DENSITY,SOIL TYPE ,•�1 '^:"'��: ;'�; .r;:',...y. •Xti•1i`1�'1`#T•' ';� r�,�':';: <br /> PE SHALL BECL,cH,ANwoRsa- (3)#4REBAR ',ix� :..� ;' >_ �;.;... .=,. ,..�•��r..z'�.;..��i::.:,:,.. <br /> i•I ''�'+.';. <br /> 8. OUTSIDE Of THE CLAY LINER,PLACE 9-INCH LOOSE LIFTS OF PITRUN OR OVERBURDEN COMPACTED TO 90% @ J°O.C. � "• � '"` <br /> STANDARD PROCTOR OR 70%RELATIVE DENSITY. END CURB AND FOOTING DETAIL <br /> ry FL <br /> A 7. PLOWABLE FILL SHALL BE VIBRATED TO COMPACT BELOW PIPE HAUNCHES. SCALE:1"=2' <br /> ELSE PmiodNa.: 133-Mi4.1E002 <br /> °' WYplutl lr JA! <br /> RAP <br /> c SLURRY WALL REPAIR TYPICAL SECTION c ORR DRAIN CONCRETE DRIVE 1 CONCRETE WALL ELEVATION C1iien&f. FAD <br /> v G200 NOT TO SCALE C-20D NOT TO SCALE CONCRETE <br /> 1/4-=1.1I1!4"=1'-0" <br /> m <br /> C-501 <br /> aj Sheet U <br /> immommomm.mmmW Bar Measures 1 inch <br />