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0 <br /> 0 <br /> 1OWN <br /> z (� x <br /> w r w ❑ <br /> 1 1 I C\j <br /> Ch <br /> I <br /> I x <br /> ILI <br /> EXISTING CREST ROAD <br /> h E <br /> yfA / J 1 106 24146 TE 39 SEE CDOT STANDARD STA 11 WAL- \` •� 4�`C 0 N W <br /> STA 11+93.40 \ HEADWALL h 30•WINGWALL HEA�WAL_ \ r.'nG GRA£ RaAo Je`P ❑ 11 Z <br /> I" f. <br /> C303 <br /> E 3105278.34 DETAILS M-601 10 N 14674DIA7 <br /> E. 3105321 09 � <br /> 06 .241n BFV-1 20' 0 20' 40' 60' w <br /> C303 11+95.90 30 i J y <br /> E: 3105276.09 /I / / / / / �� `lo - (True-1.b, 2.sheen size) LU LL lil to <br /> / -- / \\ s r Q W <br /> /^ Nos 24x16TEE-1 J / // -- x _. ... \.. < o x <br /> lUt IN T r' 106 'S°I" _ PLACE EROSION CONTROL LOG 12- <br /> / C303 &24'BFV 24x24 TEE-3 - _ ( ) ❑ `� ur <br /> STA 12+ 25 +, " ,';:/ STA 11+98.40 $24"BFV QUANTITY 3 O 23-FT SPACINGS <br /> / C301 N: 1487344.58 .p <br /> eosz�9� ' ST C303 <br /> E 31 al 3ea <br /> W � <br /> N: <br /> J <br /> EXIsn G an r uNER E z zs <br /> / / I mos2a <br /> . . i / _ -� . _ . <br /> Q <br /> ,izo ,o�eo ,z0 LEGEND' <br /> 571 13+40 3+ z+fin ,21ao ,z+zo ,z o n+e - <br /> t 1 43,k0 24 PVC O 0. 2Z I - EXISTING CONTOUR ---_4y67_- <br /> y, ¢ m 21 <br /> , VC /. I \ PROPOSED CONTOUR 4944 0 Q <br /> 385 LF 24 P O 0.62Z c r <br /> _ / � l \ <br /> 20', / v \ C7O PROPOSED STORM DRAIN ¢ Y/ (v'BncxFILL BEHIND - \ W D J '1 j' <br /> INSTALL J HEADWALL 1,WIN13WALLS <br /> / GRADE TO CREATE\\ <br /> C,304 J SILT FENCE <br /> / h <br /> .. ,.I T - r % ice. / POSITIVE DRAINAGE �` .. �\ _ ' <br /> I <br /> i <br /> / /. / 1( ./ / ? .. /i •I,/ \ _. __ ,.__.\ WATTLE PROTECTION WD Z 2 p <br /> r <br /> `\ �r h:vaoPEarr ONE - ❑ ❑- < <br /> j - <br /> *,Y <br /> �xrsnNc II"PLG PIPE <br /> f <br /> J <br /> �A,�EXISnNG PERMIT BGUNOFRY � \ � '�" E.Y/SIAVG'll PLC PIPE <br /> NOTES: <br /> 1. SEE GRADING AND EROSION CONTROL NOTES ON SHEET C303 <br /> T <br /> / / ./ ,t/ _ .J / / ! 1 i / _� a/ // ,, _ AS WELL AS DETAILS ON SHEET C304-C305. <br /> OUTLET PIPE 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS '^ <br /> SUCH.GRAPHICAL SYMBOLS MAY NOT BE TO SCALE,NOR U) <br /> PROFILE SCALE. ARE THEY NECESSARILY SHOWN THEIR EXACT LOCATION. <br /> HORT. 1I'-W Q <br /> VERT. 1'�5 <br /> DOaY ay` m a 106 STAGE STORAGE TABLE J <br /> N �L b b LJ J <br /> 5040 _ - _ 5040 STAGE STORAGE Q <br /> fr <br /> C n FOR XFR LL <br /> N <br /> Ul$N�9 7WN3 R LU N3 w jw.NN o <br /> o�R H m �n�0 5024 0 <br /> -STA. 12+61.03 tD^'4' m+r9i �+ �+ '�' ±n <br /> ry w $ TOP OF SLOPE: 5030.36 x ¢^ 9$ N <br /> $-8 8 a 8 g a 8 z = 5025 26.8 <br /> < V 1 i i v i i < i i <br /> 101 Z rc 2 SEE SECTION B ON SHEET N u,&? N y,o:?S-N ¢??-N 2 z r<- i -- - 5026 26.6 O <br /> 5035 J INLET GATE LIFT SECTION; v��i i � x< x 5035 <br /> C301. <br /> H C30t � 106 5027 26.8 <br /> E.vsnMc SLURRY 5028 26.8 f- o <br /> 20.0 DECR.76 EE x SL PE wuL CAP _ C303 102 EA7Sm ae�H2 Bwo 5029 26.8 <br /> 5030 HEADWALL: SEE CDOT 5030 5030 26.8 <br /> STANDARDS PLAN M-601-10 C301 <br /> 502.54 a PIPE TOTAL 134 AC-FT " <br /> CENTER. - _.. - -19.85 - - - - -_ Cache La _ <br /> e Os \ Poudre <br /> 5025 T0P HEADWAY L River 5025 <br /> 3 202 RIPRAP D50-12 INCHES(TYPE M) -- RECORD DRAWING <br /> POUDRE NORMAL MINIMUM DEPTH-2xO50 OF 24' TIE TO EXISTING DITCH GRADE Ebs14Vc le'Ol/� HIGH W NORMAL <br /> NIGH WATER C�4 PROTECTION FOR SLOPE AROUND STA. 11+Z7.79 NIGH WATER <br /> ELEV.5021.94 INLET GATE STRUCTURE ELEM. 5020.91 - _ - ELEV.5021.94 <br /> 43 in I, 62X THESE RECORD DRAWINGS. <br /> 5020 / 5020 JANUARY 2021 <br /> -3lANBs.�aiG- <br /> FOUNDATION MATERIAL SHALL BE COMPACTED TO 95Z � <br /> STANDARD PROCTOR.IF MATERIAL IS TOO WET, CONTRACTOR TO USE CAUTION _ <br /> 5015 CONTRACTOR SHALL EXCAVATE A MINIMUM OF 2-FEET THROUGH CLAY LINER TO ENSURE EXISTING IB" CMP zae_solsaa 5015 <br /> BELOW STRUCTURE GRADE AND REPLACE WITH BEDDING- MINIMAL IMPACTS TO SURROUNDING STA: 10+29.60 <br /> MATERIAL COMPACT MATERIAL WORK SHALL BE EACH NT FOR A TOT SLURRY MATERIAL ELEV, 5019.09 No. Revisions: B DGts:71) <br /> SUBSIDIARY TO THE 910 ITEM'INLET GATE STRUCTURE' OF 3.0 GREES OF TOT EXISTING IB" CMP <br /> CONCRETE CUTOFF WALL' BOTTOM OF HEADWALL 9+80 1 e b,Ote BR Jm 2021 <br /> , <br /> / PIPEI INVERT DEFLECT 105 SEE DETAIL ELEV. 5017.87 RIPR 202 STA<AP 11112 INCHES(TYPE M) INV. 5014.27 <br /> AT INLET 5018.35 DEPTH-2xD50 C304 <br /> 5010 J/ C30 5010 O o <br /> ` .„ _ ^N <br /> y..N <br /> 5005 E.Us7M an Y OVER APPRoav� EnanAw _ 5005 CA0 <br /> o p <br /> V 0 <br /> c m <br /> acm <br /> 5000 5000 moo Llc f a <br /> Q1 'Zi�V,tA D '`SF N U 3 <br /> C Vey '�s0 <br /> Y !2 <br /> N <br /> 4995 4995 �Sstoiru <br /> 14+00 13+80 13+60 13+40 13+20 13+00 12+80 12+60 12+40 12+20 12+00 11+80 11+60 11+40 11+20 11+00 10+80 10+60 10+40 10+20 10+00 9+80 9+60 <br />