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-CONTR4[iM l0 CONNECT PREVIOUYT INST4LLED NOF20NT4L MAIN <br />t0 PRONSED DNAINAGE OUTLET STRUCTURE 6LORE0 PIPES ARE PI/2~ <br />NJMINAL OIAMETEP PVC WITX 001 INCH AS THE FINEST SLOT WIDTH. <br />PIPE SHALL BE NVOROFNILIC PVC WFLL $CFEENS MANUFACTUF ED FFOM <br />HILH IMPoCT RESISTANT TYPE Q PoLVVINVL CNLOFIOE PIPE CONFORMIN! <br />TO V5. COMMERCIAL $T4NOARD NO CS-2W-604ND ASTM OFSIGNAigN <br />DITBS. /~ <br />•/ <br />I gS. ~ C <br />,.NE J _______ ____________________ <br />_ _-~ <br />~fi~ PVC I NON-CFFFORpTEp <br />CWE 2 G ~ 166 <br /> EARTXWORN CUNTPACTpi TU INSTALL <br /> 6'~0 PVC PIPE, E%iENO q CONNECT <br />- PREVIOUSLY INSTALLED IV2 0 PIPES <br />I 45 $HOWN~ ANO CONSTgUCT pPAINAGE <br />mi <br />$T RUCTURE$ A$ INDIC4TfU <br />P <br />I _ <br />`mi <br />NI <br />1- <br /> DEWATERING SYSTEM PIP ING S CHEDULE' <br /> VERTICAL E LENGTH VERTICAL 6 <br /> LINE (Degrees) (Feet) LINE IDegreesl <br /> 41 26 2M HI 92 <br /> 2 L6 200 2 IL] <br /> 3 2 9 200 ] 12 1 <br />~ <br />~ p } 9 200 p I3. I <br />~ S J,6 105 F 5 12.3 <br />A <br />1 B I 6.3 100 1 I '. I <br />Op 2 !A 200 2 120 <br /> 3 6.0 2p0 J IJ9 <br /> p 6 ! 200 < 10 6 <br /> 5 T 6 110 5 B.6 <br /> C I 3. I 90 J I 5.5 <br />~ 2 2 8 200 2 6 T <br /> 3 ] 3 200 3 6.9 <br /> 0 30 2W 4 B.9 <br /> 5 T.I I10 a '.3 <br /> pl <4 i IID KI 3? <br /> 2 p B 2CC 2 i O <br />- <br />T 3 4L 2^O ] 69 <br />m 9 5 3 200 0 B a <br />bl 1 <br />L _ -5 53 I30 5 92 <br /> EI p6 <br />i 130 LI c5 <br /> 2 4 2 200 ' ri <br /> 3 ps 30o 3 9e <br /> a 3 -'^0 a 9.i <br /> 5 c9 I10 <br />__ 5 <br />_ __ 86 <br /> cl IS Iln i <br />M1 99 <br /> 2 n5 100 2 '2 <br /> 3 9p 190 } ].5 <br /> C 19.0 Ia0 p 113 <br /> 5 102 100 5 10.2 <br /> LI 5F -I O NI 6.0 <br /> 2 > i I+0 2 5.5 <br /> 3 2r IBO i 6,5 <br /> p 2.9 I+0 a 6. <br /> 5 IaC 90 5 5> <br />yin BC INSW LLEO 2 TO l MONLX6 OI 40 <br />PRIOR IO ROPO CONST BULLION 2 0T <br /> J <br />p 88 <br />Bd <br /> <br />5 - <br />- - <br />123 ~ <br /> PI 56 <br /> 2 i9 <br />- -.-. 3 91 <br /> 9 93 <br /> 5 5.> <br />ATTACH FlTTIrJG S, \ -6' 0'~ 10 4~ ~ BUJ <br />E %T END I'I/2 ¢ PIPES <br />prvD coNNfcT Ta 12-2' <br />ouafi sTRUCruRE ^- ^ <br />,OC <br /> <br />Dls_raucE To gonD i <br />y LINE 315 FERPE NDILUL AR <br />Tp RpAp f AT pP0.I000_E <br />~~ $i AT IpNS. <br />\<~~ <br />\\ <br />\\ <br />~.d/Me p <br />~` •\ <br />~~~, \. <br />~ LW~2`~'// <br />~/ <br />y~~ <br />/~ <br /> <br />A SECTION <br />202J SCALE I/2`=1'-0'~ <br />i' <br />5-C <br />- ti, 1 t5 /d 12~EWa ~ <br /> fi~0 WC GRAIN ~ <br /> <br />~ I iROM BIN WALL ~ <br />' <br /> <br />~ L pgplNp9E SIST EM` <br />/J <br />I <br /> ~ ~ <br /> i C <br />=o <br /> <br />1 <br />t5 d12 Ew- 1.1-3 <br />ITV P) <br />_ <br />L <br />___ <br />_ _ ] 9' _ _ <br />I o I z 3 4 B SECTION <br />~•I:~:J~_ S~ 20 zo scALE vz"=i-o' <br />I10 <br />200 <br />200 <br />200 <br />I10 <br />100 <br />Id0 <br />IBO <br />Id0 <br />I10 <br />100 <br />I80 <br />1e0 <br />len <br />_I10 <br />119 <br />IBO <br />leD <br />IBO <br />120 <br />I]0 <br />zcp <br />zoo <br />:.0 <br />20C <br />lao <br />20^ <br />200 <br />20C <br />2n9 <br />2CC <br />2CC <br />MC <br />2nr <br />n0 <br />IJ5 <br />195 <br />200 <br />193 <br />I]5 <br />r~ <br />0'p PERfpR pTE~ Wg4FPED '~~~~,,` <br />PVC PIPE SUR ~UN DED BY <br />2 WID[, VERTI L BLANK EiI <br />CF 3/4 CRU$M ROLN <br />q[HINO BiN WA L IF U LL / <br />LENGTH Of WA LI a-. , ' <br />~~- <br />I \ ~+ <br />I - <br /> <br />Roan sTATIDN pT <br />GRAIN LOL4ilON5 <br />-EE TABLE iH6 <br />CNEFT <br />-~--C P04D --- <br />fi~0 NON~PERFCRpiED PVC <br />1 <br />NE4DWALC 7 <br />195 1 <br />195 1 BIN WALL DRAINAGE SYSTEM -PLAN <br />200 ._ -. .. <br />195 SC°LE I'~_ 10~ <br />12> <br />-y1 C.iJ 51iC C-F 6 L.K-DR A:N uE aN ICE: iD - .- SL 4L F. I~ 12 ~ ~ ~ ~ ~- <br />E%iEND FROM TOP BACK GF RIN h'JLL <br />i^ 2 BELOW BC1TRIi OF WALL. INSTALL <br />6'C [ERFOFATEC PVC PIPE I MINI BELOW <br />Y9}1fM OF WALL IN CFN TER OI FPJC6 <br />TRENCH (T VP. BOTH UPSTFEAM ANO NCTE' <br />a0W N5:FEAM WAL L51 PE RF. fi~PVC PIPE i0 BE WRAPPED <br />WIiM FILT Efl F4BRIC~ MEETING THE <br />--$I EEL 8111 REDUI Hf MEN 15 Di 1HE $PECI FILAiIDN$, <br />_R ETpI NINS WALL RO^D <br />i <br />r 511(TCRE TF <br />I LINED RITLH I <br />Ya..1~~ I y Eyp )~iEy~. <br />/ <br />STEEL BI11 RE i41 NI11G WALL <br />:. ~ ~i <br />~~~I" ~~ ~. 2MIN 1, N~4.~1 <br />{I __ Y~~~ <br />- - 6 0 NON-FERFORATED PVC PllfE I - ____ ~`'/ <br />TO ~ INSTp LLED BT EpgTNW H -_II/2 "aS :M1 TMI PIPE FgOM DEWAT E PING <br />'" - CCNTFACTOR CONNECT TO PE F. $y STEM iL DgA111AGE OUTLET $iflUCl <br />PVC PIPE BEHIND BIN WAL L$ T IfE i0 BE INSTALLED BY DEWpT ERI <br />ROLL STATICN$ LISTED ON TA E, CONTRACTOR 2 TO 3 A'ONTHS BEFORE <br />THIS SHEET. g04C ONSTgULiION. <br />C SECTION <br />SHEET. <br />STRUCTURE <br /> I ""'""'" DJM ~~~,,+., MOUNT GUNNISON 5C"" <br /> DP•WN BRP T/ <br />~I°°-""a`: GUNNISON COUNTY, COLORADO DEWATERING STRUCTURES °5 SNPN" <br /> `"""`° DAE '~~ 15 -~°" <br />MERRICK AND COMPANY ARCO Coal Com an " <br /> <br />~/ <br />f1 y AND BIN WALL DRAINAGE <br />vgoJ¢T No. <br /> <br />I <br /> APPROVED DAF .o DENVER. LCLDRADp D~.LM.NML,,.W".wMC.,P.y ~ SYSTEM DETAILS MG-oz I <br /> PROJECT !p p3-33]o DRAWING NO. REV PAGE <br />4Y DHE BY CNK APP DESCRIPTION E DATE PY CNM APP DE6LPIPTION DATE 12 /10/B9 SUB MIT TFO APPROVED ! C-020 ]3 <br />x <br />DRAINAGE OUTLET STRUCTURE PLAN <br />iC PLE' I/2~= f-O~ <br />TA RI F OF OFWATFRMf. CVCTFM (ll lTl FT ST FIIf TUFFS <br />OUTLET <br />STRUCTURE <br />STATION DISTANCE <br />TO ROAD ~ ELEVATpN CE lit <br />DRAIN INVERTS <br />A 6]•p0 ]O-0~ 6463 <br />B 66 •a0 60-0' 64W <br />C 65.40 40-0' 6a50 <br />D 64.40 a0-0~ 6443 <br />E 6J•40 G0 ~0' 6430 <br />F r2~p0 40-0~ .923 <br />G 61.4C 40 -0~ 54C] <br /> 60 X40 60'-0~ 6385 <br />I 59.40 45 -0~ 6J83 <br />L 5B•p0 a0-o 6300 <br /> 5T •4C 40-0' S36T <br />L 56~p0 50'-0~ 5356 <br /> 10 E OF NW bORNER 25 FRON tllll MALL 634} <br />N 10 W OF IIE CORNER _251RON BI N_V/GLL _ il45 <br />_ O__ __PS SROWN 215~-0~ __ _ _ 6327 _ <br />P _ <br />AS SHOWN IFlO-0' ~632> <br />