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C o F <br /> l'4' ,)rod cL� <br /> VARIES NATIVE SOIL IF BURIED <br /> REGRADED <br /> GROUND ELEVATION <br /> T=24" LASS 12 RIPRAP <br /> 4 TYPE II BEDDING MATERIAL <br /> �I I-- <br /> WOVEN FILTER CLOTH I_ _III=I I _III_III-1 <br /> MIN. 36 COMPACTED BACKFILL <br /> PVC PIPE I WHERE SHOWN ON PROFILE <br /> OR WHERE DIRECTED BY <br /> CAP ASSEMBLY: GRADATION OF ROCK FOR GRADATION OF TYPE 11 ENGINEER <br /> (1) 12" SOLVENT WELD x 12" CLASS 12 RIPRAP BEDDING MATERIAL <br /> FPT COUPLING PERCENT SMALLER INTERMEDIATE ROCK SIEVE SIZE PERCENT PASSING 3�4 OF PIPE DIA..:. =,i SELECT MATERIAL COMPACTED <br /> r, (2) 12" GALV. STEEL PLUG THAN GIVEN SIZE DIMENSION (BY WEIGHT) ' MA{..'L°:.., ">-i�:" TO A RELATIVE DENSITY NOT <br /> (THREADED) (BY WEIGHT) (POUNDS, INCHES) <br /> 70-100 440, 21 PRO THAN 80X (MODIFIED <br /> 3" 90—100 I I PROCTOR, AASHTO T180) <br /> 18" DIA. RCP <br /> 50-70 275, 18 3 4" 20-90 IF- -MIN. 5'-II <br /> PROTECTIVE CASING, 35-50 85, 12 #4 0-20 <br /> MIN. 2' BACKFILL CASING WITH 2-10 3, 4 #200 0-3 SAND OR PEA GRAVEL GRADATIONLIMITS FOR SELECT MATERIAL <br /> TO GROUND ELEVATION <br /> NOTES: SIZE' PERCENT BY WEIGHT <br /> 1. FILL RIPRAP VOIDS COMPLETELY WITH APPROVED FILL <br /> \x'�yj�//�//� MATERIAL FOR BURIED CONDITIONS. PASSING NO.200 SIEVE S OR LESS <br /> �\�i\\jj� 2. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN PASSING NO.SO SIEVE-25 0R LESS <br /> LARGER ROCK AT THE THE SURFACE WITH ROCK SECURELY <br /> INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. •MAXIYLBI UK 611ALL NOT EXCEED 3/4 INCH. <br /> COMPACTING AND LEVELING SHOULD RESULT IN MINIMAL <br /> VOIDS AND PROJECTIONS ABOVE GRADE. <br /> { NIlIES: <br /> 7 3. REFER TO SPECIFICATIONS FOR MATERIALS AND PLACEMENT 1. COMPACTION EQUIPMENT SHOULD NOT BE USED UNTIL BACKFILL IS 12" OVER THE TOP OF <br /> COMPACTED REQUIREMENTS FOR RIPRAP AND GRANULAR BEDDING MATERIAL. THE PIPE. <br /> BACKFILL <br /> TYPICAL SECTION TRENCH DETAIL n <br /> FOR CLASS 12 RIPRAP n N.T.S. 13 <br /> 12" PVC PIPE KTJL 13 <br /> VARIES NATIVE SOIL IF BURIED <br /> T=36" LASS 18 RIPRAP <br /> SOLVENT WELD JOINTS 4" TYPE 11 BEDDING MATERIAL <br /> WOVEN FILTER CLOTH <br /> FLOW <br /> GRADATION OF ROCK FOR GRADATION OF TYPE 11 1 -m 3'--�{ <br /> CLASS 18 RIPRAP BEDDING MATERIAL <br /> PERCENT SMALLER INTERMEDIATE ROCK SIEVE SIZE PERCENT PASSING <br /> THAN GIVEN SIZE DIMENSION (BY WEIGHT) ��� ,( <br /> (BY WEIGHT) (POUNDS, INCHES) <br /> PVC TEE PVC PIPE 70-100 1275, 30 3" 90-100 <br /> 50-70 655, 24 3 4" 20-90 <br /> 35-50 275, 18 #4 0-20 <br /> 2-10 10, 6 200 0-3 12" <br /> CLEANOUT DETAIL <br /> NOTES: <br /> N.T.S. 3 <br /> 1. FILL RIPRAP VOIDS COMPLETELY WITH APPROVED FILL <br /> MATERIAL FOR BURIED CONDITIONS. <br /> 2. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN <br /> LARGER ROCK AT THE THE SURFACE WITH ROCK SECURELY <br /> INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. DRAINAGE DITCH <br /> COMPACTING AND LEVELING SHOULD RESULT IN MINIMAL �1 <br /> VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL X-SECT _ [� <br /> 3. REFER TO SPECIFICATIONS FOR MATERIALS AND PLACEMENT 1 3 <br /> REQUIREMENTS FOR RIPRAP AND GRANULAR BEDDING MATERIAL. N.T.S. <br /> 8 _ <br /> TYPICAL SECTION <br /> FOR CLASS 18 RIPRAP T 3 '(30O/O <br /> At kv <br /> REyVI COCoc3.03 TAW/SRP THE BOYD IRRIGATION COMPANY P 13 <br /> y RIM .�nr• as�onm�' ANdERSON CONSLIIING ENCIINEERS,INC. BOYD AND FREEMAN DITCH IV <br /> i R DETAILS SRP/CJP Ci=-i!• II'arrr Rrsorcrca= • EmirrmmrNnl GENERAL DETAILS D2 <br /> R s GREELEY REACH REPAIR AND <br /> 311512011 aumH.'.5• :m.�REV6 CJP HILL REACH IMPROVEMENT8 <br /> ... � sN¢r wool <br />