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LEGEND <br /> B B. <br /> e I <br /> ELEV?4816.5150-YR.i 0 FT I FT F�- <br /> 4 I ! GROUTED RIPRAP GRADED RIPRAP - <br /> A 1 GROUTED RIPRM 2� <br /> Z3' I30' 88 FT.@ 7.1 SLOPE 40 FT.@i15:1 SLOPE Fr _Ev. g6695 1avR <br /> lo'�{2' to J10 R DRAINSPACED6FT /020 FILTER FABRIC <br /> v If OC EACMWAV TYP ' <br /> ELEV. <br /> . - -.?i`i� Y-5=s .. ✓i h..-.' l_.�Cjf s_,` I Li.l i,t i l 61N.OF GRANULAR BEDDING . <br /> L_ <br /> '_0 FT 20 FT <br /> — <br /> OVERFLOW CHANNELSPILLWAY-SECTION B-B' <br /> NOT TO SC:E VIEWNAME FRh111X17LEG <br /> -tl. 1�����, 3,,,• I t VIEWSCALE <br /> t"� - 1 rt. 6 FT 1 / ' may "*•+ `iffy,., _LL LL_LL-L L _ L _L <br /> Imo( r x.., *.�" LL LL_LL_L L L _LL <br /> A = — — —1 - O �� a 1 Z S!>c TL L I I 11 L A <br /> c t_L LL .LL L L _t GENERAL NOTES <br /> _ _ I r ��gg. - _ <br /> to F1 _LL LL._LL_. ..LL <br /> Ch it it II . t t I II <br /> T J(7 Jl q/ J� LL LL LL_L L L ' -I L T <br /> 1 -- -I I.-- II `� - y 0 0 O `�7 ' I- _ L_L L L L L _lL J PUT RAIL FENCE <br /> I- r NOT FOR <br /> — - - u� '— � J~ L LL_L I _ SP <br /> �,�-� 1.f 1 i l l I I <br /> D I r M/ ` 0 0.P 0. Y I 11 It I I 1 1 12 FT. <br /> r �_ - L f LL LL_LL_L L CONSTRUCTION <br /> m ! I I S S`> S �S S J(_1 S, �S i1S� I t It It 1 I I., I 10 FT. <br /> - II—III �. y Z' V Y - l� IILI I I Ill <br /> ,. LL_LL_L L. L__LL a <br /> I• - I (— — —I — 0 0 )'r 0y-� !'.�f 1}�.�/ It I It I i I EXISTING POUDRE N <br /> RNER'RAI:� GROUTED RPRAP <br /> -ICI ICI-1 _- f f < , _ _ - f _LL a _LL_L L L I -- <br /> {/may {�1_j� {p_��� LA- <br /> it " 11 FINAL DIMENSIONS <br /> _ 1 — — — I ,� (,){\ O , O O -.T�S_)rG.,;y-�( ,� TLL_LL_LL,�L__L_-_L _. <br /> - — { <br /> I _. ��- III I��1 L.�1 ! "x\,. 'l ✓ ( I I, t1': I L I t I <br /> \ ALL LL_LL_L L L L L L <br /> AND ELEVATIONS <br /> 1 I I 11 L i t 1 1 I �`. <br /> LL LL �L_L <br /> y>CSr�0,y�' �C y t <br /> L_ L L L L L MAY VARY <br /> 1 11 <br /> BREAK AWAY9'LIT <br /> RAIL FENCE <br /> EXIST'ING E-0UDRE <br /> RIVFa TRAn INSET A <br /> NOT TO KALE ELEVATION DATUM: <br /> B' OVERFLOW CHANNEL SPILLWAY-PLAN VIEW <br /> NOT TO SCALE NAVD 88 <br /> - __-__ <br /> FRII OUTLET 1. WARNING SIGNS SHALL BE <br /> GROUTED RIPRAP R RIVEERR ICI POUCRE RC�El +'�STED AT THE PROJECT <br /> TRAIL <br /> TOP OF GROUT LOCATION PRIOR TO <br /> IF=1,2 IT, GN.OUT'_'D R9'RAP <br /> 3IN.roagN � CONSTRUCTION <br /> DwMElERAOS AUG 4 7THE TOE OF THE SPILLWAY <br /> PIPE FOR DRAIN 1 7 SIDE SLOPES SHALL BE <br /> ROUNDED ON THE TRAIL <br /> � � _ X <br /> `iFDDING ;) fi =�R �y� , - N OF REC A�AR'QjIKING/PEDESTRIANS <br /> SACKFILLMA ERIAL EILTERFA ININGANDS FTER CGNSTRUCTION, <br /> CQAPAC'ED TO 95% II IIII _;I 7 HE REMOVED TRAIL <br /> - STANDARD PROCTOR SECTION SHALL BE <br /> BEDDING POCKET TO FULLY <br /> ENCAPSUV TE DRAIN PIPE <br /> REPLACED WITH <br /> 30 FT KEY IN/ANCHOR DETAIL FIBER-MESH REINFORCED <br /> f LINDERDRAIN DETAIL NO-TOSCA-E CONCRETE <br /> 8 FT. 12 FT.-I- 10 TT.- BB FT NOT TO SCALE <br /> A CREST ELEV.:4669.5 FT. , S ( UNDER DRAMS <br /> SEE PLAN VIEW A• <br /> ..,r FOR TYP.SPACING <br /> OMVI SEE DETAIL <br /> 4665.66 FT }., ` FOR KEYING IN FABRIC <br /> 3ROUTE1 RIPRAP LI�.t I,IIIC:lfit) <br /> E%ISTING SMN(J JL 40 FT. T -�yj(y I .9ssaiates,(llC. <br /> s RIPRAP GRADATION FOR „ `S' GROUT THICKNESS rorAL2 FT <br /> ICKNESS n <br /> t 1.9 FT. <br /> „RAv�L 'P!' sIN.OF GRANVAR BEDDING / `""f' STONE VV/DENSITY OF GROUTED �' f W® <br /> WATER LE':EL / RIPRAP p , <br /> FILTER FABRIC J/ '` ,�' 1 BG LB/FT3 1 „�">r'�,� I Lldstwre and Assooates-A Wendc Company <br /> PERCENT PASSING DIAMETER <br /> ELEV.=465I BY WEIGHT <br /> 184N.GRADED 95% 21 IN. <br /> wl+enP 10 ExreND BEDDING - C.5 FT. POUDRE PONDS <br /> T <br /> TO ELEc.�as4s 50% 12 IN. <br /> 10% 3 IN. <br /> BEDDING _-- --i Pro�FCTxuw�w. Euc»:ee+ZSB <br /> J�SIJc^ PERCENT PASSING SIZE !' III III I <br /> 'N I OGOG'105 cMEcxEo, <br /> BYEIGHT - COMPACTTO., 5117117 r.PPRovEo. <br /> 100% 1 IN. FILTER FABRIC MODIFIEDPROCTEN <br /> SEE DETAIL SHEET Avo eLe SPILLWAY PREFERRED DETAILS.DV'JG <br /> IK <br /> FOR KEYING In FABRIC 85% .75 IN. <br /> MIN.POND WATER 50% .25 IN. I SPILLWAY DETAIL <br /> 400D PSI GROUT TO BE suR=ACE aev=gsls 15% N0. 10 ALTERNATIVE2 <br /> ADDED AT TRANSITION5% NO. 200 j GROUTED RIPRAP <br /> OVERFLOW CHANNEL SPILLWAY- SECTION A-A' REVISIONS. <br /> NOT TC SCALE GROUTED RIPRAP DETAIL FIGURE <br /> NOT TO SCALE <br /> 3 <br />