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AT <br />CONCRETE WEIR -END CHANNEL TYPE "F <br />END CHANNEL TYPE "E" SEE DETAIL BEGIN CHANNEL TYPE "G" <br />b10 SEE DETAIL e <br />T <br />ENO CHANNEL TYPE 'C" <br />SEE DETAIL 107 <br />46" CIA. DROP INLET <br />DETAIL <br />90" MANHOLE <br />RETAIL 1 JO) I L <br />SEE DETAIL /\ I \ <br />xxaC>01�• i 1 <br />ENO CHANNEL TYPE "F" <br />BEGIN CHANNEL TYPE T <br />SEE Df iNLe <br />BEGIN CHANNEL TYPE "H' BEGIN CHANNEL TYPE 'F" <br />SEE DETAILe SEE DETAILe 307 20 OF D50-12 <br />}OI, 307 RIPRAP PROTECTION <br />708 <br />706 <br />O <br />w 704 <br />702 <br />TRANSITION <br />AND WEIR <br />CHANNEL CHANNEL <br />CLASS 40, 40' DIA. SPIROLITF_ - -_ -`"" <br />HOPE OR ENGINEER APPROVFO <br />EOUIVf.LEN IENT -- � SURFACE TOP OF EMBANKMENT <br />. -Y WITH 6" ROADBASE CLASS 4 <br />V <br />k 4 \ <br />r r MAXIMUM STORM \ <br />WATER SURFACE EL7078.5 <br />2,5H IV \ \ <br />OF 0 =12" RICRAC <br />b -J PROTECTION b+AO <br />I( DETENTION POND ` <br />V CONCRETE HEADWALL ) <br />1 SEE DETAIL X <br />JOB � <br />\�J _I SURFACE TOP OF EMBANKMENT <br />WITH fi' RCADBASE CLASS 4 /. ._. <br />0� <br />1.0' OF 050 =6" <br />RIPRAP PROTECTION <br />•+ <br />- -- - <br />50 O Yt <br />307 Pi O 25E <br />- ---- <br />37' <br />- - <br />O M <br />20' O 25 <br />ourtmuc — ur <br />WITH 6` ROA08ASE <br />em off -111 <br />CLASS a <br />t <br />Ex6TING <br />TOPOGRAPHY <br />2 O' OF <br />RIPRAP P <br />=1 <br />OTEC <br />ION <br />10 <br />gip' <br />r. <br />11 ,1 <br />OF UM 6 <br />IPRAP' PROTECTION <br />}ro>•rTTSO C <br />- <br />SEE <br />ETAIC <br />-- -- <br />- - -- -- ____. <br />- <br />m 2 OF Dyv OT <br />RIPRAP PROT <br />_ <br />STA 24 +98 <br />INV. EL.7066.0 <br />LIASS 40 8 'DIA. SPIRO <br />HE <br />CLASS 40 45 CIA, SPIROLITE <br />- <br />HDPE TEE" SECTION OR APPROVED <br />- <br />EQUAL <br />G3 +bU 2} +110 23 +50 24 +00 <br />A SECTION A -A' <br />30i X—I N FEET <br />0 10 20 w <br />1. ALL CHANNEL TYPE DETAILS ARE FOUND ON <br />FIGURE NO E611307 <br />2. ALL COORDINATES AND ELEVATIONS ARE PROVIDED FOR <br />REFERENCE PURPOSES ONLY ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION. BASE MAPPING <br />PROVIDED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />SUED <br />SSUE <br />DESCRIPTION <br />BID <br />24 +50 25 +00 <br />DATE I BY CHKDjAP'VDj NO.� REVISION DESCRIPTION <br />7080 <br />SHEN w <br />7060 z <br />7040 u <br />7020 <br />5<oie <br />e l0 ®0 <br />DATE <br />DETENTION POND AND OVERFLOW SYSTEM <br />303 <br />B "OF0 <br />RIPRAP PfROT <br />G 7080 <br />O <br />1060 <br />EXISTING TO 0 <br />7040 <br />0 +00 40 +00 0+ <br />B SECTION B -B' <br />`Nl303 SCNL' N iO <br />0 10 M 4C <br />1 � <br />1 <br />1 <br />� I <br />I' <br />V 1 I <br />1 <br />^ 1 <br />Jb; <br />T 1 I A <br />E <br />E <br />N <br />Q IUe <br />% c 1 I❑ <br />v = <br />ID <br />r1 V1 I,g <br />EE °�`+.iK "ice <br />I ❑wi0yl, �. <br />0 <br />E m °iA <br />d A J, <br />7080 `w <br />EL 70785 _ <br />06 0 <br />1 RACK <br />}09 <br />oap <br />W +00 80 +00 <br />IIIIII VIII VIII VIII VIIIIIIII IIII IIII <br />001190 <br />'NOF WEST ELK GGE <br />P.O. BOX I ML F. OF SOMERSET <br />SOMIA ERSET, v0 81a34 <br />,. SYLVESTER GULCH FACILITIES <br />DETENTION POND PLAN, DETAIL AND SECTIONS <br />ED L9 <br />rvo. 963 -2 ' <br />llftr�A~ m u - 0:1 <br />17 11 ' """ "°'A� r <br />nTaoor E611303A <br />