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WELD (f CR43. JL1IJ)SON t{
WELL/ O1. ` N•11. COA.lORAD
1e r itr. CILvCM
Cl4ln. 40$+02
Maar �YIIPm
Cat
rear WC is WS CPS
Pl. IUD, e. 4060.0
LEGEND
SwALE
PROPERTY LINE
EASEMENT
EXISTING CONTOUR
PROPOSED CONTOUR
PRELIMINARY GRADING PLAN
....Sea H eta H—ILPl_nio
80 M9P4t'.tiM,
tt-0vl •,4P%•
L••:'
�1JPL• J11 1.
an~pi moo
nit 6 -111 IirT016
PRIOtqA�* sw + am
A. WSei 4460.1
POO
GUM! 0 -111 DOW
•1, ptvw Vn;tu
SILT FENCE
EXTENT OF DISTURBANCE _
VEI# CLE TRACKING PAD
CONCRETE wASHOUT AREA
PERMANENT M MNG
IPI INLET PRO EC11CN
(:..' Ca* Lt*vW
el Pi • I1a
mom Alpo
t • he
rt0•L Wes
EROSION CONTROL PLAN
SEEDING NOTES
Range Site Loamy Plaine, Clayey Pldnst Loamy Slopes
COMMON NAME RECOMMENDED VARIETIES
Western wh•eatgraae Aniba, Barton, Rosana
Siaaoate grar a Vaughn, Butte, Nmtr, El Rena, Haskell
Blue gramHachital, Lavingtan
Green Nsedl sgra sa
Needleandthread
Swltchgroua Grenville, Nebraska 28, Bbekwell, Pathfinder
Big bluestem Kew
Little blaestern Postural, ammarral
Buffalagra. Texoka, Sharps Improved
Yellow Indloograae Llano. Holt, Cheyenne, Oto
SEEDING RATE
% IN MIX DRYLAND
20 to 45
20 to40
10 to 25
Up to 3O
Up to 15
lip to 20
Lip to 10
Up to 10
Up to 10
Up to 10
8.0
4.5
1.5
5.0
7.5
2.5
5.5
3.5
Bur; 8.0
Floret 3..0
5.0
IRRIGATED
15.0
t0
3.0
10.0
15.0
4.5
11.0
7.0
Bear 16.5
Floret: 6.0
10,0
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ati
8) 1,'2"0 STAINLESS
STEEL C P Ar1EsIOR.S
OUTLET BOX ELEV
9som flf�0F? CLARrr r
Ze x z{• x ,1.•
GALvJ1n'.FD 51EEL PLATE
(wgcv +;t1L�1r I
—(e) tin STAINLESS
STEEL EXP ANCHORS
QT BOX PLAN VEW
SWALE ' 'SC SAS
144 *vac sun -ssr.
SWALE C -C
*E SEC D -D
1*! aAIYIEL n ciq - 1.SC
fa REBAR iC.NE TO
MAME AT 4' 9,G.
(QALvAilra'ED w/ fllAwc) -.
MP Or HEAD wkidl EiEv
FL Fl F'+'
DETE I' LION POIC OUTLET l7ETAL
20' 2 12' X Ile GALv,(II2$1
-STEEL PLATE
(4) 1/f'4 Yix1HL xs
STEEL EXP ASZFICRS
is pap I. 51.12
fttlf4-
SEC B -B
SWALE die 0-Ci
Hw tomes -Tart - �!!E
►s
awma sec o- r1
iw1 OIASC. 3WC - DTI
1e
SWALE SECI-I
W Q4i+Ft1. aawc - 1,a=
SWALE SEC i-I P -I
;wail. wart • zt4
2z 2" 2 1ie'L
1R1�5H RAQC FP/ea
(GALsMIZED 14/ REDMi)
St
keit
Mar f
YTQ /WHEEL WASHOUT PLAN
Ott - tuna *AS aol..'t)
thrifiUTI bins
W.Irrt l Tirrtir9. Sae P r461e
I
''- E1cHtteld Sell( Ea
2042IT yOtepMm
ilonllo.e Ge*c1;r f itj C j
WOK
w. COMILIrOIRP IC IIIP LY FAM YtwrR
e. *Al a CALI 14 a I4KICO ffdl QOM ram
Y, +1c AWA IN 1W' MCCOWN:6 7f WI' 41U al LINTS
mu: JC.A7 TD AC {Usti& Or MOWS AT 1a Oi CP
Cool 04.1T wr 011. AMR MM L.OJn. AS r_CICL
▪ IR a Wag 1XFI4O Pala CIPLY ON Cif a or
AA0. sac DAR CAP ai NF tvta 70 10719.1 Of
C.6034 CDC
IA « PA& t PRFTA TRIP 14 Dal ITS PT COCIPPK5R1 Mat
14.615 Int
1 -x -92-}9a7
S
iMttR PNAO
1LI1Y164t. sot+Imr
fa ltui010 Si
0:1 kClrl,
WASHOUT PROFILE
. It )12' TJribmmt T Grr 6ttxan _ ril•f1t+l'ttiR¢111:1T9am
17 4 Nsie d l: Lk tarn
SILT FENCE IN STALLA TION
201
Al -TAD -SG TWO SILT FEFIt.
PLI01 TYC CPO
Pr CP 1W
11•cvo AllvAC
S n 1'C DID
PAR Cf
NM MCC
POEM 0004
PCT Ar Leal
Iw .00.72
A 4DA:a
a A
OR[Af a. BIT
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Ira WtiOerCt
c.ncrQQJ 9r Mir RAFOCS
POOLDAATC } Weal
4
vial TAaCH
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J
GENERAL EROS
ON cQNTFQL NOTES
CDPrRaCTCR SHALL I CrALL AIL PERIMETER SEZ&4T ANO EROSION. COWIRCL DE'J&S INQiJCtNC,
OUT Nor UMIT £E. WT &ADT(C1lCi4. %IC PAD, *ca Kosicr E. AND SCHEN?
OASIN9 tiEFORC AMY (JIMO tItsAIFFG OR Mimic ACIMin. TIE cosre cToe
',tHALL LIMIT TIMM 6fllPPW9 6PtfA1104 TD +M14NN 'MC AREAS el M+WH 11-1[Y '►ILL BE
bHM2DLAIELY W RINNO. THE COF+St X lDN of ult w+v Uwurus saw. aE INCLUDED AS A.
LAW OSIUAi*d ACTINTI'. ALL EXCAVATED NATURAL CHA . OE PLACED WERE II+DHT MUL
EFIDOE RAGE PM THE TRENCH- ALL IREIRena SHHAU. (IE ilACKI1LLE0 Or DC DOD OF THE DAYS
BAWL SHALL iiE PEiIPHOtitY sT *MUSED WORE OQJS RUETfq' 19 CONSIDERED
ALL DIMMED ARIAS AIM SCL STOCKPILES a 4ML at ADE4UArar MOWED AS raMC
THE MEM DRAMA= nor COMM ornai (UDPQJ), MXi1ME UUri TAUCTLOM BEST
RAMARDRE IT Ptr t'1F21M. SEtlflt J.6 "EPI S0N =Mr. ALL 61St1RlEL SOLE AND 301-
STECR*iIIES SHALL RC +IIATERED AND MMNTA Mal ul A Rolialeas OCr4SP4r! AT ALL T1d§
wow CONSTIPLICOON ACn,n71C TO P11ERtNT 'AIIC-COUSSD MOML ALL LAMB QTTJPSIC
Ace WPCS ILIA OE 1Hsw$1iELY CIIS'yONTiNVED L'l0 WOW OiMX IMPACTS AINACOIT
Pf/OPitrtr.k AS 6CTERWr4'a HY 01 WWSC1 PERIW'+tNT dR 1F.1.IPCAAJIY MA.1NC sox IS&C
EOM r.HLJAL =Tow 51 FOR S rata s OIROm1otz SIX. STA9ll1ZA1104 2011 BE WOKE
PERIN 7 DATE AFTER 1Ui*L CRAM 1$ REAMEDR' OSUPOO1 ARCA, Qi 31DQCPta ARE MOT
if'CIIQ T TO RNAL CRAM W11*4 3A OATS F'C11OA1'1G D C WIl I'J. PiSTIROAsOE OR
FC-D+6'T11RttiAtkE IC'4a,6r srAataAntri MEASURES SJHML et REQUIRED. NO Wt SIDOCPRE
SHALL oCED TEM 1161 MET IN F+Dti1r. AU. SOIL SiUaCPLE SIDE SLOPES MALL MDT MEW A
a€ Of 41011K
IN
ALL 'STORM T IRT INWIS Silva DE PROTECTED ERN.I 7HE GN'RY 6r t[ATHFM7-LADCR .1MTER,
HAY ARE r101 RCCIX%142ED AY )C OTT OF 'REM* AS AN ACCCPTPBLE FOOL+ Dr CS3S1)II
N7ECilON CF $.L ERC9ON MO 9EDi4CNT COARs1. OW'S SHALL 9E REOUIRGI A.r 1 -SC INN OF
(COQi'(S WORK. MMTN P[CE'5eRY it,•irrTiNMF0C AtHD 4474R5 PR4\TD£D ue+DOIATELY. THE QTY
Of 4RW.LY w CIOR SHALL, AT 'PeR tzteRell0$4. RSOIMAE AAHT EP SON o'JI 'f REE. Mica E
rEPMflIS1 . RESTAGED, RELDEATTD', NODIFIEA, OR 101100 %101 SUCH IIEQSZTS siou. 5C COLiPIETh
MTHM+ S AdOeesile ear; rOLLO•isc Maw( Ur Int warliaA itfa it mom lit MItilaOCTOP. ALL
REALM RIGHT Of WAY PO.LLFfED :4TH ORE. KO, OR own SKALD RE WI0144 AT 1W DID
CF COI DAYS +ax Oft AMR SIM+ CANTS,. AS NECLSSNRY, Atl 14A*HPORAAY APO PCRIACel
EROSION APO stakar CCXiiKL MEASURES SOHAUL YE ROAMED AS SODA AS THEIR FUNCO R
HAS BEEN FULFILLED. SEEMMOR TRAPS/SUMS SHALL RE QLMCD ACID IE110411, DR TTAsLwED.
MCI ALL IIPC'RCUA ARCM ARE PERIULNcr1 ule stke U'.EO. 1KE S77L DoweacToR R
IIESPENSIELt rat RROFEILT RISP®CV4 r ALL SILT 1MM THE Slit, t iT E Nor ECULIAts11 DX
SITE.
11E L NDOW& SHALL BC HELD Bi?>1?6FLAitL FiSR Pia Leed-TEM S1iMJTY OF CUT At Flu.
SLOPES AsO 1He SUODSSiiA. C TABUSte11T OF A.H+D+T ,(T*TIue GOMO, O1 CaF'Cfl
sot AS Mice RI 14 LAMP, rO11A AE J, COHISPIEKTRN e€sr MANAGEMENT MAMMA
3£Cntn az situp eRoA.
All Cal wRDCiIK H SUPPLIER 6i It4TERIALS USED OR SiORE) 0.1 MI WET BC DISPOSED OF
PROPERLY .Lib wusr sari ■LL APWJC.LTC£ MATERIAL SAFETY DATA SHEET CPITERM.
THE STATE STEROA'sTTA ra5CKrfoPE POUT MOM MAY QE LIAM F( LIMY' +OQI•JLTtONS
FROmme AtDOMS mans Ot SITE t 'JYMFTtCTGR6, SROC WIERtc1tu s, LiAH 1e4#Ftd
CREWS, ETC.
EROSION CONTROL STRUCTURES
DETAIL 12-1
O.'1,1t 4ARCH
2007
IICAtt N.T.S.
csan 'Mgr
1-$0G-922-1987
1:,
vATTLE DIAMETER,
SEC NOTE 5 —7
Intl, I i_' 'V"CPU LOX;
-
W LQPE_ AND SWALE PROTECTION
cSEDIPCNE TRAPPING AREA C1YP?
j 314' x 3/a' %/000Er
ij 1PI►;c Ct't1A
a+Ot not r V YE
r1 r
=tam JOFlTZ
Iu P! Cl'!?)
''ATTLE SPACING TABLE
SLOPE TYPE
Rti91MH SP*C1MG
gilt, S'1'M.ES
20 CCCT
iq non LIi i
4U rCC
INLET PROTECTION
r-11 A
I12TCI
I tt1.gaG'J snaat OC 7H&CL10 alwu 143 Mara
ranDli net 1;r4044 f .ACCD of Al, AWAY Of
4: ID .i0 RO)C.IELS COW 1nt X'&MAA1XCM+ ricvisI
1.0041.4411 50444 tit ACiOvC'rCsteat: lEts {.i,li1L IOU
Pic urCc•AA Cr :COnathr a.0 Ws makatT K.t$MCC "AEI TD
O t 0.1..+1:0 CAC++ '401444 DA'•
I OAC-A 'C P1111 &I4r IKCCIPIC 4*IITtt UO' V "JJ:1r.C' 'CI
R0:4-',1CCMAtp. rLteem
sfLIINt.Ni
-15:1110';),10":otly,L
r
/ask-
S. mitt EPIDEDKENT
STAIRC.CI CR!
•I IGc maw LL7aw 'a
ItAli V EY
IN11S1
I. It5TMLL MOTOR MLD U 0014100R -.r FULL Latent nt a SL6Rt
ai na 9f LFWLL
1 MArTLL7 6Wl TIC urs 1W IINAAror AML i*IQFAIFI,Y
/riot A sour 1a1+ai]Ro RAU+MLL 14 CP2I C RritY IO}FMI
IFF]RQRCI ICI CHTINP SR MID IN CONDATT MIN Pt a
S DUEL :TAM] IMP K PIED r1]C ITAHANLNr IRSTALIJOICP •L
4. 04574111. wflTl t7 S4IQX Dm lit rWm+7d
AQJMaII WTI.WTI= WILY. 0IO TO OC. mOIHMIT
CICLAPPHO 1NL Da
iaT ILLS T, OR I' eU. OLr en ICil SIDI= 1T sn
aaasCTLH FOR Skaa
CONCRETE TRUCK WASHOUT PIT
PROFILE
A
Nomisi
Coui.4uMEEPr BEF'M FR(Si r
riiExCAOTEbi1ATt1R1AL 20 MET SOLoile
E>0TTYIY FJ1N.
met
I, FR minimums) in mai> Will. 5t1etpcsa 'AO* RS f1.'PlfRr4
.Ipir0N0 iL Ft I4A1MN AO FIAT>pSL ROLIOARD CIE SHALL iiCl liC STAIMAR.
L lit so t fO.an nal to MW comm' at r+0 I,D A A+
3 1ST atrICCIE TO r RaOmA tp IMO WPM C RIIPTIil <PP StC AD LAICAL. SLAB
MID PIIIIIIYAL ISMS
oh YADUI7 WI %,T ARC ld'Mln. Mills A PAC. JC1KAIE MAY ttttllHR A .'K PID
A U'W C.I foci rt nMd. IhaJ.Y.I d Or.
ALL
CONCRETE TRUCKS
Y'tA HC4J i HEPE
9014: 2' IS r 3' Ada
On Ad Tell Past, IS''x2'
LAWN
EROSION CONTROL STRUCTURES
DETAIL 12-2
LATE MARCH 2007
T i -1'11
N O TE'.
TRENCH FOR WEIR [CUTLET STRUCTURE USING NATIVE
GROUND AS FORM WORK. CONSTRUCT WEIR 9" MINIMUM
THICKNESS, UPON COMPLETION OF TRENCHING. PLACE
TEMPERATURE STEEL AND CONCRETE IMMEDIATELY,
FORM TOP 4'. SECTION A - A
CONCRETE WEIR OVERFLOW STRUCTURE
$" MINIMUM THICKNESS
2 - # HARS 2 (SEE NOTE)
100 —'CAP. OVERFLOW SPILLWAY-,
�I #r 1. 110
J Cllr.
2- #S BAR
b" MINIMUM
A' '
SPILLWAY
DETAIS
SCALE: N.T.S.
HRH
044
In/2010
4AS
MET
C6
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