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16' TOP WIDTH <br /> 6' SLOPE4' BOTTOM 6' SLOPE <br /> ! + ) <br /> SECOND SET OF OUTFALL DITCH TYPICAL 3 FEET DEEP(VARIES) <br /> BLOCKS STAGGERED "../.7"--7••:`, <br /> VERTICALLY TO CREATE - ��i Y 48•�\ .. <br /> 1 FOOT DROP 7- <br /> TOP OF DITCH---7----- �/ TOP OF DITCH--- E---- �1 (f IHO FES /1 1 1 <br /> UPSTREAM FLOW -- TOP OF DITCH UPSTREAM ROW TOP OF DITCH L_`�'1-J <br /> -DOWNSTREAM <br /> BOTTOM OF DITCH----- FF--��----�- BOTTOM OF DITCH----- --WSE-DOWNSTREAM , <br /> UPSTREAM l 3DR� UPSTREAM -- <br /> L 4' DROP <br /> TYPE L RIPRAP 18' DEPTH <br /> 4"TYPE 1 BEDDING <br /> GROUTED R1PRA GROUTED R1PRA <br /> TYPE L TYPE L SECTION A - ELEVATION <br /> ® ® TYPE L RIPRAP 18" DEPTH <br /> EXTENDS 12" ABOVE CULVERT <br /> SECTION A - PROFILE SECTION A - PROFILE EXTEND RIPRAP TRAPEZOIDAL <br /> SEI TION 5 FEET IN CHANNEL NOTE"SECTIONEXTEND <br /> 151FEET IN CHANNEL TRAPEZOIDAL <br /> 4 <br /> 4 <br /> BERM <br /> DOWNSTREAM]OF HEADWALLS <br /> COVER ATOP CULVERT <br /> TOP OF OITCN TOP OF DITCH <br /> IDOWNSTREAM DOWNSTREAM 2' TYPICAL <br /> TOP OF DITCH TOP OF DITCH _ (MIN 18' COVER) TYPICAL OUTFALL DITCH SECTION <br /> UPSTREAM - I <br /> _ UPSTREAM — __-_. _ T SEE DETAIL <br /> 6 ,' 14' 8 �. - 16' • <br /> 48"0 HDPE '' <br /> W/ FES �`1 NV <br /> • <br /> ^ BOTTOM OF +- 11111 <br /> BOTTOM OF �- - - CHANNEL INVERT <br /> VDITCH y FLOW -----^4•BOTTOM OF DITCH 4- - DITCH y FLOW _. "-� y BOTTOM of DITCH _�\UPSTREAM _ _ DOWNSTREAM UPSTREAM r _ _—r _ DOWNSTREAM ,8" <br /> , RIPRAP UP SLOPE N./ <br /> •' <br /> ' y1B y1e <br /> 8' ,4' B' 16' j <br /> TOP OF DITCH — TOP OF DITCHD CONCRETE TOE CLEAT Q <br /> -- TYPE L RIPRAP, 18" DEPTH <br /> UPSTREAM 8 UPSTREAM F 8• - 8 SPEC AND DETAIL AS PER CTH SER \ 4" TYPE II BEDDING 8 <br /> I <br /> TOP OF DITCH TOP OF DITCH SHEET) /� 180N MIRAFI FABRIC <br /> 12 DOWNSTREAM 12 (6, I DOWNSTREAM ) <br /> 18 BLOCKS PER 18 BLOCKS PER `d <br /> STRUCTURE STRUCTURE 44) OUTFALL CULVERT DETAIL <br /> m m e NTS <br /> LAYOUT LAYOUT <br /> LARGE CONCRETE LARGE CONCRETE <br /> UPSTREAM CHANNELUPSTREAM CHANNEL <br /> OUTLINE BLOCKS 6'Lx2'Wx2'D OUTLIVE BLOCKS 81x2'Wx2'D <br /> 12' / TOP OF DITCH TOP OF DITCH '`� <br /> r----I6' 'I L-.L-1 DOWNSTREAM - �`_ _� -DOWNSTREAM <br /> ELEVATION CHANGE IDENTIFIED I , ;2'11 ' r--•l 1� , `N �wM�� �• ���I <br /> ON PROFILE (3' VARIANT SHOWN)L --, 3' GROUT ALL BLOCK ELEVATION CHANGE IDENTIFIED s-mocmosr-a GROUT ALL BLOCK <br /> I ) I JOINTS (TYP) ON PROFILE (4' VARIANT SHOWN) =El GMSIIIIN <br /> MEM. JOINTS(TYP) PLAN VIEW <br /> INSTALL GASKETED JOINT RESTRAINTS <br /> e r SECTION B - ELEVATION SECTION B - ELEVATION (PER MANUFACTURER) <br /> MIN 12' ice PIPE• <br /> (Iona' 3FT DROP VARIANT 4FT DROP VARIANT /l,•,\ <br /> ii a Ll�//J <br /> 0 DROP STRUCTURE DETAIL <br /> T n°(MINIS <br /> CONCRETE <br /> SECTION AT CENTERLINE CUTOFF WALL END VIEW <br /> DROP STRUCTURES AND CULVERT."2 Ix iiurs arvx_ <br /> CONTINUE OSHA REQUIRED <br /> TRENCH SLOPE TO OAYLIGMR� <br /> FLARED END WITH SECTION CUTOFF WALL <br /> 18'TYPE L RIPRAP, TAMP VATH -- 24"TYPE Al RIPRAP,TAMP B NTS <br /> BUCKET(DROPS ARE GROUTED) MATH BUCKET(UNGROUTID) - f BACKFMI <br /> - -. - - `COMPACTION TO 951f <br /> (ASTM D-698)1 <br /> 4'NMN. TYPE II BEDDING - / NATIVE GROUND OR <br /> PREVIOUSLY PLACED AN <br /> WWI 180N FABRIC COMPACTED SOIL <br /> COMPACTED FILL 4'MW. TYPE II BEDDING <br /> MIRAFI 180N FABRIC .. 6" 6 CONCRETE ENCASEMENT <br /> COMPACTED Fill 3000 <br /> SPRING LBE Of PIPE. <br /> 3000 PSI(MIN.)CONCRETE <br /> USING NATIVE SOIL FOR <br /> FORM TO ALLOW BLEEDING <br /> JRIPRAP INSTALLATION DETAILS DF coNC. INTO SOIL ,"8 NOT TD SCALE ENCASE DRAINAGE PPEIJNE AT STATION 24+50 4 CHURCH AND MCKAY DITCH RELOCATIONS <br /> FEET EACH SIDE OF NEW IRRIGATION PIPELINE. Pisawmox o ENDROP STRUCTURE DETAIL • <br /> 1 0MM army comers iwzou OAC 323 5M Street <br /> ROAD CROSSING CONCRETE ENCASEMENT0 <br /> 2 °ro'w& 21,3Y S'NW"°C CIVIL RE59URCE5 LLC oA-6at41RI N.3S332 536 <br /> 191 D.0J:.68lSCGI! OY201;W 303 833 1416(3)303 833 2838 Ir) <br /> NOT TO SCALE o�AAws�' o-Ac x>eNC' <br /> Deb' DESIGN.DWG <br /> MT6 AA A17 <br /> ORCR®8M .8/8- ��: 213.201.02VIE- <br /> 0.012180120 <br /> of 8 <br />