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<br />_ t `' ^ ~ - LEGEND I TARLE"DITCX HYIINOLOEdC OAT1TANDEA 0.ETO BE USED MCONJUNCTHJH NRH THAT TABLE
<br />_--__- ~- - - ~ _- -r_ __ _ -_ •, !'_) ~ ,;\,: r - ~ -+---0?CN w/pRE[TION OF PLOW p. AEI, DITCHES ADJACENTTO ROAl18 A"ET)Bfl CONSTRUCTED BEtWEEM TNESTATpNSSNONN
<br />~, ~ \ \\ ~ ~ ON TNG SHEET AMO CONFORMING TO THE GEOMETRY SHONM ON TNf PRECEOIMC SHEET IC-
<br />•. _- \~'~~"\ - '' S-A/SC-I - DIrzN OR SALI]YSr our•NfL HO 0m1.
<br />~~ \~` - - ', X OCRET - LIN N° •MTERI4L. ). ORCHF,3 NOF 1DJACEMT TO ROAp$ ARE l0 FOLLOW THE CONTOUR AT THH SPflCIPIED BIAPE
<br />• iH14 6 AM ATTEMPT TO MINIMI%E EARTHWORK BUT AH ALIGNMENT WITHOUT SHVCRE CD0.V6
<br />. ~ .r~y~ - - ~ '= `r ~\ ~\ \ -`~ _ \ ~ 610 BE SELECTED. THE ALM.NM ENF 9NOWN ON THL9 DRAWING 6 APCROAIV ATE THH
<br />- / ~- ~ ~L\-` _ -- DITCHES ARE 10 Bf CONST0. UCTEO AT THE ELEVATION SPECIFIED OR AT AM ELEYATgN
<br />j _r1-~~~~~ D -\' \ - f ACCESS R.7AD WHICH RESULTS IM A MINIMUM AMOUNT OF DGTU0.BED AREA
<br />1• ~~~\ ~/ , \ ` ~ SC'I` ~ ~ - ~iLtl] ST4TIOn OF DRCM CNU6E 1. DITCH CONSTRUCTION 6 TO BEGIN AT THE LOW6T POINT AHD PROCEED UPSTREAM WRN
<br />' I/\ a ~~ \ ~ `Q- S 0069 THE E%CEPTION OF OYTCHES SI A, SIB, KI, SCR AND SG NNIf.H SHOULD BE CONSTRUCTED
<br />' - ^~_ '-- r?I I L-- ~ ~~~~, `~ ~ / RIO RnP HTIRTIML AT THE UPSTB EAM EXD AND CO MFUHMING TO THE GEON¢TRY INDICATCD ON THE
<br />Z3 ___ _ _ _ SI fE PREPARATION URAWIMGS
<br />~ ~, i .~>~"~`~~ ~_`~. RIPRAP CIN ~ - ~ ~i, _ ~~ _ \\ TEMPORGRI' ![LESS RJtD
<br />~' ~ ` ~ YDES 8040. `"_+ .^' ~ -°~.. WW S. I UNLESS OTHERWGE IN DICATf D, ALL DRCHE9 ARE TO BE LIMED NRH GRAY EL 1-Ih TO ]
<br />_ ~ INCHES IN DIAMETER AS sPECIFIED IN THE SPECIPICATIOMS
<br />~~ ~ ~ ~ _~ _ ~ h. I ._ dx cc=v:= SGILLW4v CXANNEL
<br />_ 6. SHOTRCR ETE OfTCH LIMING LS TO BE A MINIMUM OP 1 I"CNE9 tHICN AND RFJNPORCHD WRH A
<br />' ' ~ /~ z1y~ ~,3 iL% ~[~ SF° ~ MELDED WIRE FARRIC NMFfiSfi-NLll wld pvE-Ih101.
<br />- ~ ~ / 3-\MII1B ?7F ~/~ ~ • _ ~ ~~ 19 C RIPRAP DITCH LINING 6 N BEN INCH THICKNESS COMF00.MIMG '10 THH GRADATION
<br />. ~ I 0.0CK CUT .JL_ _ -= yam( 21 B~ ,S Y .~' t - 4 ~4 yy1/~JIS~OOA •~ SPECIFIED FOR CLA93111 RIPRAP.
<br />, 1 [ E~Ir~ ~ 14-8 - ~~~ fs1 00~~Oy/i II% ~ ~ 1 I ~ E. I DITCH 1 6 TO BEGIN AT APPRO%IMATE COORDINATES OF N101,69x AMD EI,M],191 ANO
<br />l..+JL 1 FOLLOW THE. CONTOUR EAST AT A SLOPE OF IR UPw ARD. THE DITCH LS l0 BE CONSTRUCTED
<br />_~ ' S•OI I ' I YE ~__ r ='~•~_ ~ 1 A ~ {/ I WITH THREE CROSS-SECTIONS AB IN OIC ATEp ON THE PRECEDING SHER ICOOlI BETWEEN THfl
<br />T 00 ~14A 3- ~ 1<O I~J B'D10 rll~
<br />3.009 3HE4.~ • j J I I+ I FOLLOWING STATIONS:
<br />' ~ J A _ X00) .~ " `~l_ -_~ _= IC BEGINNING Oi DITCH ISTA. O.OOI TO Il•00
<br />- . `„~ a s~o A3 ~"~. ,!z ~"' I. ._ IB rrA. u.°°TO xr°o
<br />S • _ ~ET[~ p-~B ` I~pp`R _ EI .\ 3+82 I IA STA. I]•OO TO ENO UPPRO%. 1P001
<br />...3.001 ~ _ '.L :~.
<br />_ ~ ~~±-' c •~ ~CiEIE G ~ - - THE DITCH BfTw EEN ST.ATIUMS Ii•00 AHD IE•00 AND BETWEEN X•00 AMD 33.00 G N BE A
<br />' C _ - ~..L. . b - -IRANSI TION SECTION BETWEEN TNf CR0595ECTIOEH IA AHO IB AND BLTNEEN IB AND IC
<br />_ ~x~--~~'-' ~ ~ a - ~ II A •P ~ boos RESPECTIVELY. IF SECTION IC CANNOT BE CONSTRUCTED A9 INTENDED NRNOUT A 0EYE0.E
<br />- >zB+BB -. 'T'om 1 fy .OO ' \1 f/~ - ZS - D6TURBANCE OF E%STIMG G0.0UMD, THE ENGINflPR tl TO BE NOTIFIED IMMEDIATELY AND AN
<br />=`~,~',-•Q~411 1/le ``:'`•~ 4.069 s ALTERNATIVE HCIIEME MILL BH DEVELOPED.
<br />~C N
<br />I ~r p- ~ ~•P 9. DITCH S B TO BEGIN AT APP 0.0%IMATE COOK DIHAT6 OF X10],165 AND ¢1,116,150 AMD
<br />- - / :_ ~~ - 1~\. L-~T -' _\ / 10 I ~-- '~~ FOLLOW THE CO NTOUR TO THE WEST .SS FOLLOWS:
<br />\ \; ~f~ 1 / _T '\ IY I$ ? ]A 10 UYW ARD BEGINNING OF DITCH (STA. O.OOI TO I.OO, ENOTC0.ETE LINED
<br />' ~-' ~ 1 3.0.09 S.U~ ` ]B 12 UPWARD STA. ]•00 T09.OO, GRAVEL LINED.
<br />- ~ ~~.. ; - ~~ 1 ; SIgTLRETE T BXOICAEII •t ~ 1C 63i UPNARD 4TA. i•00 TO END (APPROX. 1590), SNOTCRETE LINED.
<br />- - ~ `' I ~ ` -_' ~ ' TXE TNANSITION PROM ]B 10 IC G TO B¢ ACCOMPL6HED BT LINING STA. Sb0 TO 1.00 MRH
<br />' - - " ~ .. IU \ \ _ i\t•''~~\ -- I SMOTCRETE, PUT MAINTAINING THE 1'6 SLOPE OF SECTION SR STATIO" 0.00 G 1D BE THE
<br />' ~• ~ ~ ~~/ ~ ~ 3.001 i[+ .V - :_ = `~ "~ JUNCTION OP DITCH R ANU 1 AMD PIPE IA A MINIM UAI HEAC CN THE )"LET OF PIPE IA OP 1.5
<br />' - -~A+ ~ '~ BNOTCiS:TE • ~T ~ ,:~~ ~ ~i60 FEETtl TO BE PROVIDED.
<br />' .'./' ._ ` \~~ ~1-8)y-3-0~~- j y \ ~ - /~ ~ ~ 10. DITCH ] G N FOLLOW T"E P0.0POSED ALIGNMENT OF THE ACCESS ROAD PROM STA •1 •00 TO
<br />. i~ / l'10 \ai ^ `~ { - ~ ~ T~MD .1T STA. 91.00. TNf URCH 6 t0 BUILT AT A 10% 9LOPE AXO 8 TO BE BUILT SUCY
<br />' _ ~ l V•,`.~` NOfA,SKS ! ~, - d ~~( % ~ 1 'THAT RCAN BE INCORPORATED INTO THE ROAD CROSS-]ELTION.
<br />, ~~ _- _ ~ P \'\ EM$,2G00 ~I ~~ 1 /H ~ r~~ II. DITCH 1 6 TO BEGIN AT SPPRO%IM ATELT COORDINATES X10],155 AMD EI,MI,ISO AMD FOLLOW
<br />9}•0.10' h~ ~ ~ 61x64 ~ }` _i"~ ~~ - .' ~ I TII~HTOUR UPw ARD TO THE EAST AT A SLOPE OP 10. PROM ETA. 0.00 (BEGINNING OP
<br />' SMTCRTE \ / .-~ B - - UIrCHI ttI STA. ]40, THE DITCH LS 10 BE SHOTCREt_ LINED AND PROM STA ]•l0 TO THE EMD
<br />~~ ~ _ ±_~r 5.010 .1T STA. Ib00, TIIE pr1'CH 6 TO BE GRAVEL LIMED. THG DRCN 6 ID START AT THE SAME
<br />' ~ S"A {+[: _ 1 ~': ~_ - j' LC T I ELEVATION AS DITCH : ANO TIIE INLET OP PIPE IA
<br />~ \ `q ~` ~~ ~ ' _ ~ 1 ~ Ix. DITCH S [4 TO FOLLOW THE PROPOSED ALIGNMENT OF TXE ACCF59 ROAD FROM 9TA FIbS TO
<br />~ I \ ~ I i HE OECINMIHL OF OTiCH ] AT 9iA "ei•J0. SECTIOW SA G T E%TENO FRO:w BTA 51X5 1G
<br />~ ~ • 35N0~.p1E~Tg~ '--? -' % ,• 51.30 AT ASLOPE OF I'6 AND PROM TN¢0.E TO THE EMD TAT 31.001 ATASIAPE OP 10i.
<br />/.' ~~ ~~~ ~ _ _ 1] I ALONG THC WPTOUR.v THtl DTI'CH BNINTE pEDE TO INTERCEP TPLOWATXAT MOU60EHNTER
<br />- I S. \ _ - THE PORTAL AREA AMD A94UCH SHOOED BE REVGfD IM THE PIELp .13 NECE44ARY l0 pSUR[
<br />'I + 1 - -~ ` ~ •OTGREIE y~ lI ~' \ •- - ~ THAT rl' REMAINS ABOVE THE PORTAL HEADWALL AT ALL TIMES
<br />/ ~ ~' .~ \ \ \ r TIE. j~ ~~ : • d. DITCH 10 G TO Bf SHOTCRETE LIMED POR TIS HMTIRE LENGTH OP 100 PEEL TH19 DITCH HILL
<br />11 B~EL`rN A3 APPRO%IMATfl COORDIXATE90P N10],51F.3 AND [1,116,350.0 ANp AT AN ELEVATION
<br />- ~~ Z aC ~ ~'\\ / T+~00 \ ; •Wc. - - OF 6]05.0 AND WILL SIgPE UPNARD ttl TNf NEST AT A li JIAPE THH BfOIMMINO POINT OC
<br />,~ I ~\ ~ ~ ` LE / ~ v TH6 OTFCH 6 TO BE TIED'IV THE BTORM RUMOYP POND A4 SHOWN IN THE RUNOFF POND NO.
<br />- •~- \ >\ -' I es 40 I 1(MB III CONSTRUCTION PLAN PACKAGE
<br />I ~• - - _ O •hD \ . ~`\ \ \~ v \\~ , ~ '~ 1'T ~~ •Ndcua Wa gle0 ~0 mt eRPan on 1kF m1p. (Sec 9Kee] Cb05 IS. DITCH 30 B TO BEGIN AT STA LS] OP DSTCX fl AT AN ELEVATION OP 500.5 AND fl%T[MD ISO
<br />Q g roo _ _' - `~"~ - Tf Sor epprm ~mle •L[nmenL) S'KC~T~THf WEST UPWARD AT IV,.
<br />~ ~, I 1 / / ~~ ,/ - - j I6.I DI1CN SI 8 TO BEGIN AT COORDINATE X101,131.55 AND EI,MS,SSl.TS AHD PROCEED TO THE
<br />' ~ I Rq0-T"VVLST FOLLOWING THE ALIGMM TNT SHOWN ON SHEET 1 OP THE SU0.PACfl PACWRIES
<br />// ~ ~ ~ M • eED_ \ / GRADING PCAM. THE DITCH tl TO ELOPE pONN AT A 10i, SLOPE THROUGH A ROCK CUT 10
<br />' I I EM9D 130 3+)O ~ - APPRO%IMATELY STA I•]I. AT 1•il, THE SUJPE tl S0 CHANGE TO Sf AND MILL E%T[ND TO
<br />- ~ •j"A _ - ~ TYRC4L GEONETRV ~pp'iyi THE TEMPORARY ACCE44 ROAD. PROM THH TEMPORARY ACCE~ ROAD TO THfl RGCR, TXC
<br />- - 9gIC11ET `•~`- ~ ~~~ ~`$neG I CHANNEL WILL BE RIPRAP LINED.
<br />1 _ ^. THE WATER 61ME UNDER DrtCH SIB 6 TO BE CONSTRUCTED AMD STUBBED OUT SO PEST 10
<br />S ~ ~ ~ - YO 0- '. ~~ - ~~ EACH SIOE OP THfl CENTE LINE-6}r THE DTTCN. THG WORK B M BE COMPERED BY TH6
<br />1 5.0.10 ~ - PROPOSED MCN DITCH CONTRACTOR. THE CONTRAC'100. SHALL CONFORM TO THE MATER LILAC ORANINO
<br />_ I I "~.~ ~ Sroi 01EiE - - _ \ SN T ~ 4•-B /' / 1L N / ~I DRAILS
<br />• / ~ 10 It. ~ ORCH S] G TO CONNECT THE OUTLET OP P@E • MGH DITCH IIA AT BTA 51.00. THE OTTCH D '
<br />0 1 RiTbLT.OW T"E ALIGNMENT IHOWH ON BNER S OP THE SURFACE PACB.TT100RADINO )LAN
<br />~ ~ 1 "- ~ B ATASIAPE OP S%.
<br />1 I I , _ - ` ~ - 19. DITCH IIBTO CONNECT THE OUTLETOF P@i[NRH THE p1LCTOP P@EIq THB URCX OI TO
<br />f 1 ( _' \' ~ '-~~_ ~ ~ \ ~ ~ G~TO BE CUT INTO ROCK. OP THE E%OTING DRAIHACLMAY AMD, IP EARTHWORK IS RLQUIRHD,
<br />. C _ _ ~ _ ~\\\ - S0. DITCH BCI ISPILLMAY CANNEL OF MBE] DONMSTREAM OP THE TEMPOS AqY ALC® ROAD)
<br />' IXICH I ~ IS+00 ~ ~ tl TO SIAPE DOWNWARD AT 5.9+6 AT THE BEARING 9HONN ON SHER 1 UP TNH SURFACE
<br />`- ~ SEE SNlETS [-0W B ° iO0 FACILITIES GRADING PLAN.
<br />-- ~r - - - F Ei41L4' \~~
<br />- ~ - /. ~ ~ - S<4LE IN FEET S1. OTTCHES 9C1 AND SG A0.¢ fl%'TENSION$ OF THfl SPILLWAY CHANNEL OP NBII AXD FNEI
<br />'- - ~ /~~ _ ' " OMBIN A A0.¢ )V BE FIELD pRERMIHflO A9 RENUIRED TO IMSURC A MINIMUM OC
<br />_ R FEET DEPTH ANU THAT'THEY TIf INTO PLANNED ROAD C0.05SIMG ST0.UCTURE9 A9 SHOWN
<br />' ON THE ROAD PLAN DETAII. SHEETS
<br />DES16"`° MwD MOUNT GUNNISON KAL'
<br />°"'N" LJN °Y°° `~ GUNNISON COUNTY. COLORADO 1" 5~'
<br />[NEEK[D DITCH DETAILS AND
<br />N.wD 1 MERRICN AND COMPANY AHCO COaI Company `` P[Dnci EWA
<br />A..RDY[D DAF , ~;~S;~W`-u%~ •..-.•••-N.,.,°..., CONSTRUCTION NOTES MG-02-00
<br />0Q1 DHANIND MO. D[Y.~ .
<br />0[Y MT[ ~Y CNN AM D[SCRIPTIDM DAY( ~T CMR NP D[KRIPTION GT[ 12/10/BO SUBMITTED AF~00Yl0
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