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` / �� <br /> �- REROUTE CHANNELS - -- -- <br /> / PROP P As1T :E011:41.4 <br /> " �=. ., 6120 <br /> / PROP STOP LOC'STRUCTURES _ - F - - - - 6120 <br /> LUMES EWAI PROP PERSIL-FAB PARSHALL FLUME <br /> /// ; (QEi11Tl SHEET 7) i '-- - - -- - I- 6090---- STOP LOC STRUCTURE TUBE E 2+45 <br /> QU <br /> _... -. / �_ 3' THROAT ®INV: 6090.5 V 6089.5 <br /> /.. • - •- PROP BERM GRADEATOUTFALL: 6989.0 <br /> / • <br /> Adllib.._ - _-. 2 ��- - 2-:O W 10'TOP YADTH: 3 FOOT THROAT YADTH <br /> ////'IIITOP• 8098.5\ <br /> , / .‘,%1111V/0,11 .4 <br /> 01♦'' ! `r -- \ TOP EL 8098 <br /> MIN 0.1 TO 20 CFS RATING CURVE <br /> Tien• IJ ,� __ _-- :::: <br /> ,6. 61 OO%7 , TYPEM� <br /> UNMOVED) PI r%Fl ARCO nS UNCRWTED NANur <br /> ENT <br /> icetc 6080 <br /> (0,/ <br /> � t �$'1` WY IN 8090.5' THRO / ® �� ® RECONMENDATON;/ / t _' ' ' 41%4 � _ 88. OUT: 8090.0 INSTALLATION CONTACT ENdNEER PRIOR <br /> I T1lnv I �', AT CULVERTPi <br /> / TO CA5191G CONCRETE. <br /> 1EL 6:03.68 _. <br /> // r �- - ,� WTFALL /---_ ---- <br /> 1 " +i ��I�S _ - - s°9 0+00 1+00 2+00 2+80 <br /> I f. 22 /` \�� `/ 4 i PRS HOPE e CHURCH DITCH SEPARATION STRUCTURE <br /> I �- 89: \ 41t4- ;�l��1► -- - PIPING W,/ <br /> ` = -FLARED ENDS <br /> ---1 \, mak, -® NOTE:-WISTAx.LL[�FLUME MTTH CONCRETE 6120 <br /> _____.__.__ ________.___4____ Sp8 - /P" `O _ RECOMMENDATIZMV;SHOP SUBMITUCRAL;R s. 6120 <br /> 6100 S°�D S09 9 • <br /> / A@iJEYEENGME�ER 70 NQS CT FORMING PROP STOP LOG$TRUTURE �� -FAB PARSHALL FLUME OR EQUAL <br /> E STA: 2+20 <br /> GRAD; <br /> INV IN: 8089.5 <br /> ®INV: 6090.5 GRADE AT OUTFALL 6989.0 <br /> X ° AND t�i2ER 4`RA710N WORKK PR10R TO TOP: 6098.5 PROP BERN 6 FOOT ThROAT N/DTH <br /> 6` p CASTING CONCRETE. MIN OI25 TO 10 CFS RATING CURVE <br /> \ .. . <br /> 1� pis SOy 9� - �/ <br /> \ w/to'TOP wD7H; <br /> - / - PROP BERM W/10' ....fie rl+ �.ti __.__.._-- 6100 <br /> TOP EL• <br /> _ _ _ p.eirc�rn Twp uc <br /> / - TOP WIDTH; EL: 8098 6100 --___, _- -" l• -,a TRAIN TS AS PER MANU ACTURER <br /> lir : ''..2 <br /> Mb- <br /> /'/ / y---- ,z ---89.5- 6_-_EI.1. •r.0 <br /> \ i PROP /" • ---- <br /> /\ TYPE M I- 0 FT D GRAD .n 7 <br /> \ SURGE :/� /' < UNGRWTED PROP 40 LF 46-HDPE \RIPRAP,TYPE L ! INSTALL FLUME MTh <br /> CONCRETE ENCASEMENT <br /> \\ POOL p / /-/ / 6080 Pic V n ARCD FNns UNGRGUTt 6080 <br /> " ® INV IN 6090.5 F RECOMMENDATION; <br /> / '� I EX. BOUNDARY UNE- - I Vv OUT: 6090.0 END CONTACT ENGINEER PRIOR <br /> 1 / /' Ox /- . <br /> // PCS..... - <br /> INSTALLATION TO CASING CONCRETE. <br /> \ �� /// 43+35 <br /> 11 ", \I EL: 8100.31 <br /> \\ // I I , \\ 0+00 1+00 2+00 2+50 <br /> ,. Q I I I <br /> /'�/ PLUy6EPOOLAREA PLAfjI I I \\ I I�DI;� e MCKAY DITCH SEPARATION STRUCTURE <br /> c a 1 • // - // 1"-40 .. p I I \ 3" STAINLESS <br /> ' / // I I I \. ANCHOR DOLTS OR <br /> ANCHORS, TYt'MBEDS AT 9" O.C. CLEAR <br /> / T <br /> 1 AT TOP <br /> 7. <br /> I -O 1 2"X8"X4'-8" FLASH BOARD/STOP LOGS <br /> O DOUBLE ANGLE IRON H- 5'-8" "I PRESSURE TREATED LUMBER FOR 6'-0" <br /> "SLOT" ON EACH WALLFOR FLASH BOARD LEVEL CONTROLANGLE IRON, TYP. <br /> #4 REBAR AT 12" GRID 3"FOFFSET I 3'-6" --1PI <br /> 3X3"TWO /4 HOOPS; .$1AIIIII �i _ 1 MAT IN WALLS GALVANIZEDMIN 12" OVERLAP \�_ 2 MATS IN BASE 2. 3" OPEN_TOP ANGLE IRON <br /> KEY IN 2" AND \�'��� 5L" BARS AT 12" SPACING; I 6'-0" .-I 3 i" WIDE BY 2" 2 PIECES PER <br /> ( ALTERNATING IN BASE 12" DEEP KEY IN WITH SIDE <br /> INSTALL WATER �► e 3" OFFSET 3'-6"STOP BETWEENR�►.'a/IPMa � I--{ I - �!48" i""' WATER STOPBASE AND SIDES ' 6'-0" BAR INSERT <br /> ;iiF. .�� 2'-3" OPEN TOPCAST PIPE INTO �Ir øi <br /> 6 �.� — 2"=�"i STRUCTURE, ALLOW <br /> 12" 'qlia� 1 12" CELL s 2" PROTRUSION INTO I 1 ._-.......OPEN CLOSED, 1 � _{. INVERT BOLTS 48" OFFSET1II ' GASKETED 4 RE6AR FRONT FROM YiANi� TOP <br /> 1 O <br /> "'t � � APART 1 HDPE <br /> �I^. COMPACTED FILL y 6' 0. STOP 48" GASKETED HDPE ��-STOP / 12"X12" E.W. <br /> BENEATH STRUCTURE - LOGS o ( 2 MATS IN BASE N <br /> SCARIFY 8" OF EXISTING 12" ' TO OUTFALL DITCH LOGS ; 1 MAT IN WALLS SLOT DETAIL <br /> SOILS UNDER STRUCTURE CONCRETE, / J�_ a N.T.S. <br /> MUST MEET OR EXCEED MINIMUM OF -- - ► KEY-IN/TIE-IN DETAIL <br /> ASTM D-698 95R STD. 4500 PSI AT 10"i i'. ' ., <br /> PROCTOR 28 DAYSF-irTWO #4 ; N.T.S. <br /> HOOPS <br /> I 7'-8" 8 I MIN 12" OVERLAP 8m88 <br /> H <br /> 12" 7'-8" 8 <br /> SECTION A - ELEVATION SECTION B - PROFILE <br /> ONiRO1 AND MOW DITCH ASLOCATIONS <br /> N.T.S. M. =MUM MN . <br /> STOP LOG <br /> STOP LOG STRUCTURE DETAIL LAYOUT � 0::::00RWIDS ROM CIVIL RES'SURCES,LLC m "• om <br /> ORR GIMP GROWS MN CK SM Mat <br /> e >m av wA^•+" <br /> 67sImms1a f0 <br /> N.T.S. ee�w 2r,,, „Aa, MK ar¢ Ddi6N.DMq <br /> N.T.S. o®w: (PmAm= mama 711F 7d6 <br />