Laserfiche WebLink
~~ <br />.~ <br />i <br />\\ <br />NOTE: SEE CRPWING NO C-00] <br />fOR SPECIFIC CHANNEL GEOMETRY <br />\~/ <br />~_ <br />- ~.P .. ~ f.. ~ .. - <br />IMI /-_ <br />_ _ y* 4"TWCK SHOTLREiE MINIMUM <br />1 6a6-WI.es Wie WwF _I~ i,_~k~~~--.. <br />CENTERED I' OVERE%CdVATION REOU WEO TO <br />_ALLOMMODdiE 9' THICKNESS <br />4NO OMAN NEL pMENSIONS. <br />I SHOTCRETE DITCH SECTION - <br />! NO SCALE <br />/' <br />V <br />TYPE B <br />BINMy1 <br />,`/- ------ ~l <br />F <br /> <br />~€i4ti~e <br />l <br />__ <br />II'''I <br />2 i <br />vlll•-111 .AID <br />2 <br />~~~ <br />?~ <br />_I <br /> <br />12 GPGEW BE <br />,~ _ <br />i ,i, <br />i <br />~I I~ - C:~ AM <br /> JJ~I <br />'4" T <br />I <br />K <br />Y <br />M~ <br /> I <br />H <br />C <br />LA <br />ER <br /> -jIO-1L GRGVEL <br />~ <br />N <br /> TYP <br />I~.t- <br />G~I~ <br />~~ <br />1 ~ <br />i1 <br />I I% TYP <br /> 7 <br />, II <br />. <br />71 <br /> _CVFRE%CAV4110N REOJIRE[ Tf <br /> PCC/I/iAF CgTE 9' TMICNNE55 <br /> 411C GHFIIPIEL CIMEIIS IOIG .p <br /> GRAVEL DITCH SECTION <br /> NO SCALE WdRO RgIL TD BE <br /> INSTALLED PFTER <br /> BIN WALL CONSTRUCTION <br /> IS COMRETE <br />6~ <br />WALL <br />HEICPT <br /> <br /> <br />I S L.il l'I. =.~_i <br />b `.J 1=, ;, <br />' <br />3/4 ~CRVSMEp ROCK GRAIN <br />1 <br /> <br />6 I,- <br />-i: = nY <br />c. PYE -='I' <br />~ BLANKET TO E%TEND FRJM <br />roP agcNaBlN wgLL TO _ <br />GUARD RAIL DETAIL <br /> ~ <br />IC <br />GAFE 2 BFLOW DOTTOM OF WALL <br /> INSTALL Z''BPERFOftgreD TYFE3 CW~6EUM)MODIFIED <br /> _ PVQ PI PE I~MIN BELVW SCALE:3M ~F I~-0" <br /> BOTTOM OF WALL IN THE <br />DESIGN A DESIGN B <br />TYPICAL BIN WALL DETAILS <br />NO SLPLE <br />DESCRIPTION <br />I/a" <br />3/0"CRUS)m ROCK DRAIN BLANKET TO EMEND iHOM <br />TOP BALK OF BIN WALL 102~BELOW ®TTOIA OF WALL . <br />INSTALL fi~0 PERFORATED P.V.C. PIPE I'MIN BELOW <br />BbfTOM OF WgLL IN LEMER 6 ROCK TPENCRfttP <br />60TH UPSTREAM qNp pOWNBTI£AM WALL91 <br />~ //~ ~~~ <br />OP OF BINWALL <br />~ 1'~ <br />E`EV-6380 <br /> <br />BOTTOM OF - <br />&NWALL <br />19 <br />ELcV -63T1 <br /> <br />2 <br />- <br />- <br />6"0 NON-PEk fb HATED PvC PIPE TO BE <br />INSTALLED BY EPFTH\VORN CONTRPCiOR <br />Gar e'~r]2'Yd 12$~OS <br />IW/6v9 ALTEPNATIVE) <br />NOFE: PERFORATED 6" PVC. PIPE 1D BE WRAPPED <br />WITJ FILTER FPBRIC,MEETING THE REOURFMENT6 <br />OF THE SPELFlLATIONS. <br />it <br />GUPRDRdIL <br />SHEET <br />SEE DETAILS ON `~ ~~ <br />OwG C-020 ~~ <br />G ~~OP„.. PROJECT MG-02-II <br />2 <br />ll + i <br />13ti +~~ <br />/ ljl~ /~ <br />ti ~,a`d <br />)F BINWALL <br />-63]0 <br />25 <br />BOTTOM DF BINWPLL <br />GLEN,-6358 <br /> <br />IXiAINAGE pITLET STRUCTURE TO BE <br />CONSTRUCTED RY EARTHNOPo(CON- <br />TRARIX2. <br />--.~•.• rrPE 9-.- -J <br />....-_ BINWALL 2' MIN. <br />w..v...- <br />1 <br />I-I/2~p INGM1 PIPE FROM OE WATERING SYSTEM , _ <br />TO DRAINAGE OUTLET STRUCTURE PIPE TO BE ly ' <br />INSTPLLEO BT DEWATERING CW TRACTOR 2 103 MG'S. <br />PRIOR TO ANT BITE FAEPoRAi ION WORK. <br />I ,II,Z~I <br />to o to zo <br />SLALE~i'=10' <br />A SECTION-THRU SUBSTATION SITE <br />e ID reALE I": lo' I <br />I 1 ALGE58 ROPC <br /> <br />~_--- _4 -• <br />\\ <br />` <br />EXISTING GROVNC I <br />_ <br />~~Y_ ___^ <br />~ 1 <br />I V2~0 PVL FROM DEWATERIpG ~--\' ~ ~ <br />SYETEM 6EE PROJECT M5-02-I I, \OUTLEi ~ <br />3TRUCTURE ~N ~ <br />Sn-Gi NARciiWSE PqD~ <br />~ <br />DWG C-020 FOR OEiAIL51.- - \ <br />- <br />I r <br /> _=,- _ <br />r_- <br /> <br />~RDSHED RDCK DRAIN <br />BLANKET ($EE TYP BIN <br />WPLL DEtAIL iX15 <br />BIN WALL TO BE <br />IT HEIGHT THRgIGNOU; <br />LENGTH <br />/ DRAINPGF OUTLET <br />SigULTURE ~O TO BE <br />~ CONSTRUCTED BY EARTH <br />\ WORN ANTRACTOR <br />B~0 NON-PERFORPTEO <br />PVC PIPE TO BE INSTALLED <br />BY EARTHWORK LONTRALTIX2 <br />B SECTION-THROUGH SHOP/WAREHOUSE PAD <br />6 10 NO 6CALE ' <br />4PPLT W IDS/sq.y0. I/j'-3/B~ <br />AGGREGATE- ROLL UN STABLE - <br />CENTER l.P ROCN igENCN NOTES <br />ITTP &JTH UPSTREAM qNp <br /> <br />DOWNiTFEAM WALLS) I. WHEREVER THE CRIB WALL SPACERS PREVENT <br />.. THE GUARD RAIL POSTS FROM BEING INSTALLED <br /> AT THE PROPER LOCATION, THE POSTS SHgLL <br /> BE MOVED AND THE 'W' BEAM SHALL 9E <br /> FIELD DRILLED WHERE REWIRED. <br /> 2. <br />T <br />TS <br /> CLE990RIE5 <br />SHALL <br />AE GPLVFNIZED. <br /> 3. ALL GUARD RAII MATERIAL SHALL COMPLY <br /> WITH THE REOUI:IEMENTS OF pgSHTC M I60. <br /> 6 POSTP BNALL 6E TREATED WITH <br /> PENTACNLORGPNENOL OR EQUIVALENT AND <br /> SHALL COMPLY WITH THE FEOUIREMENTS OF <br />6~0P V.i DRAIN AgBHTO M 133 <br />I <br />POLLING SHPU BE iRCM iXE EDGE <br />OF 5'.IRFACE TOWARD CflOWN OR THE <br />- UPSLOPE EDGE <br />~~2LC_SXWLCEfl <br />4PPLT 2W TES/s YE LI/' - 3/0' ••••:.. •. •.•: ..•.-•:. ••.•. 'a .y :TC:.. ~ " • a` <br />4LGREGATE - NCLL UNTIL BiABLEJ q'~SELECL SIJANULAR SU B-BPSE C^MPLLTEO 2/ <br /> TC 95'/.OF DENSITY BT' A45HT0 P93 7 n <br />PPPLY FFRAE LOPi ON SURFACE <br />- _ <br />I T n<< <br />SUB-BASE ICgalknigq.y0 R <br />-' ~ <br />~ <br />pEMCVE ALL DELETERIOUS MPTERIAL ~ ., <br />4NC VE'E TATICN 4N0 PREPPRE 0~ I _ <br />SUB-BASE LATER. ' <br /> DETAIL-MACAD~M STRUCTURAL SECTION <br />STANDARD <br />- (ALL MINOR ACCESS ROADS TO B ILDINGS AND PARKING LOTS) <br /> NO SCALE I <br /> <br />DESIGNED Mwc _ ~ f'?!T'~7.,.1 F'..,~ p~ ~j ~",JNNISON <br />DRAwN Ne ~ d~ F~., ~ ,:I r_I II ~(~11 ~ ~YUNTY~ COLORADO <br />cNECntO Mwc -/ 1 ~ i MERRICK AND COMPANY ~ ARCO Coal Company ~i <br />-'- --~~~--- w DENVER~COLOR400 <br />4PPROY[p ~ • PROJECT NO. q3-}3]6 R~n.bnwnNnuon.eMwMCe y <br />pAF FWnCM' <br />OESGRIPTIOH OATC 12/IOi BC 5UBM11 rE0 _ __ _ _ __ ___ ____ __ <br />APPROVFn , <br />NOTES: I. STONE APPLICATION RPTEE' <br />les-_y:ye m~snocLVrou n:am <br />2W II II <br />30 I.T <br />10 0.56 <br />2. THE LONTgACTOR SHALL SUBMIT 4 JOB MI% <br />FOR TXE VARIOUS AGGREGATE '..RAOATIGNS <br />4N0 SHALL MAINTAIN THAT GRADATIDN <br />WITHIN ! 2.5%. <br />3 APPLICATION RATES OF EMULSIFIED ASPHALT <br />4RE ESTIMATED AND BASED ON TYPICAL <br />GRALATgNS AND ABSORPTIONS. E%ALT <br />4PPLICATION RATES BNALL BE DETERMINED <br />W FIELD TF515. <br />SITE PREPARATION DETAILS <br />q5 SHOWN <br />PIIOJECT H0. <br />MG-02-00 <br />)RAWING N0. REV <br />C-010 <br />