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ME 114 OF NW 114 OF SEC. 23, TWA 28N <br />x '' 46$ <br />' LIVE <br />— <br />STORAGE <br />0 IF OF PIPE ( ) <br />7' MIN. <br />INTERNAL ITT <br />[-DWS EL. 556.80 1 <br />VAULT OUTLET 1A <br />Ir 12 IIE 55 80 <br />25LF 12"' PVC <br />a 1. OOY. <br />WI <br />{ <br />t <br />s <br />3 <br />i <br />. ®,. <br />1550 <br />'WIDE DIEFt1SER TEE <br />DETAIL, SKEET 15 <br />'W x 81 1'TTIICK PAD <br />_-SPE e. -RIP®RAP. <br />F DETAIL, 77-IIS SHEET <br />CB 1, TYPE 2 - MODULAR WEILAND, <br />RIM 559 0 <br />540 elm 559. 7 a._ . 1E552.75 (1 l I® }, <br />540 <br />E 552.55 (12" IN —SW) 3 IE 552.00 (12- OUT —NE) <br />�E 552.80 (12 OUT: NE) I 1 1 <br />0- <br />C3 <br />0 <br />W <br />LL <br />OL <br />ok <br />M <br />Cu <br />U- <br />U) <br />W <br />W <br />�VJ <br />V <br />ryry <br />J <br />C) <br />C) <br />C) <br />C) <br />C3 <br />C3 <br />C) <br />W <br />C� <br />S6 <br />L � <br />5 E <br />0® <br />ca ca <br />�5 <br />Q <br />a n- <br />m� <br />C) C) <br />0 C) <br />cv " <br />c® Cl) <br />tTF: <br />1� <br />m% <br />.5150 <br />EX. EX. CB, <br />RIM 557.5,4 <br />12" 1E 554.20 (IN-- W) <br />12" IE 55� .20 (IN-S) <br />18" IE 55Z 20_-,(0U_T-m..E <br />K <br />Z 'W x 121 x 1'TTIICK <br />PAS W1 SPEC 2 RIP -RAP. <br />SE DETAIL, THIS SHEET s <br />x 12x_.._IG___ z v_ PAD W1 SPEC 2 RIP —RAP. <br />®® SEE DETAIL, THIS SLEET <br />'AhI e 4 a2.I Outlet protectioll <br />Dmharp 'b elt)6i 1 llni!$ rltr3 rr eu,- oTis a. <br />Ups) `t1Yrckmes Width 1j�Y� tlr 1la�r�irt <br />8 ft or 4x <br />t1 5 M rah r- 1 It <br />Diametcr - 6 ft <br />dianieter,Crown <br />whichever is <br />rn + 1 tt '. <br />greater <br />Diaimeter 6 tt <br />12 It or X <br />-��� - 10 Riprarp" t t'iOr <br />Crown + 1 ft <br />whiehevvr is <br />which"er is <br />gre ate <br />{greater <br />10 20 1, Gabi n 1 tt <br />A3required <br />As required <br />Cr6wa+ 1 ltEngineered <br />Energy <br />Note- Tlw stems lrrr rapr=ap shall be hard, .,(Yrrnd, mid dufable.and 1re:!p of rock rrnei soil§ or otlau <br />extraneous material. It shall also be ta-cce of set regata�an, seatus, cr� cic", rand oth r defects, b+ hich <br />_ <br />Would t0fid to dcstoy its rf:�faa �sinc- �r to cathcr, <br />ilira p for these, vdocltres sha ll be reasonably we-11-graded with rock gradatafrn as foll.rjwsF <br />10W1 passing an 8 inch square sieve (rn ; imunr stone size-- 8 inches) <br />SPEIG #1 40 - 0% patssirrt, a 6 1ne1i squatrsieve (median strone size - lx inche-S) <br />0 -- 10% passing a 2 inch %quzrrc sacve. (Tumunum st nc size _ 2 anaulies); <br />;. 1 rup for these velocities Shall be reasonably well -graded with rock gradation a& follows: <br />1.00% pas ii tg a 24 anctr square a'eve (;Yitar, Ymum stone -1iz - 24 rnr°SPEC l��t,t <br />2 4 _ 60% passing a 1 inch square sleve (r en n stone iz � 1 Inches) <br />0 - 1 % passitig a 4 inch Sr1UUC 810,` . t.aattnimurn stop -size.- 4 inches ' <br />_Pgote Filters lar*e,s 1emnu d -in amordarY ce. with Secc!Ion.+2,t (2) shall be provided be -a lih eipra; <br />pads and 1 Taton jtr?-elare <br />E <br />1550 <br />`` <br />RIM <br />35 <br />} v, <br />SEE SHEET <br />FOR MODULAR <br />1 DETAILS. <br />fi <br />4 <br />INSTALL 7RASH RACKS ON <br />L <br />CUL WRT INLET AND OUILET <br />PIPES PER DETAIL, SHEET 14. <br />1 Viz. <br />BEARING SUBSTAN77AL REPAIR C <br />2 <br />d <br />} <br />{ -r <br />j� <br />l <br />