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Home My WebLink About20172842.tiffra^ I _ joyac •-s_ �. -- •mss . - i2N68Vii L9 - E • • ='.E. ^.E �_E A. E AEAE AE AE HIT IE A: MEAD NOM 01NtS hr 15 RIMMr- _ LJ . .[31N68W 1Th• AVENUE t, ;ri +.•? 4-4 eerv:.9i`r ISA: DACO 11N68 01 . X 24 J11N 6 B 26 11N68W 35 6,W IO2N67W o21as,7w_ © 2PN61W 16 ) O 2N67W °'. _ rr r J 1 WCR ' WCR a Y'll' CR a W CR 6 well le A O 2N67 10 [ 2 N 61W 15 gi WCR2:1 11 02N6/ .1-i O 21167V O'.2N6/ 22 23 011N67W 1 01N671N 14 " �' `,117!.:",r 1 021i671N 0111 b I 12 O1N6IW 4N67W ! 01N671/14 - 7 I26 Ili jh ,, IGA; icinit�I I36 II� Y� CFt 2 �G CR2 7iGRn �� i weeCR 2 H sou !lift'P 66eirvikeo ? ti 61,11 "NCR 22 SF, 6 lialift;" llf ri: 02N66 9 i WcF 02605.€ 20 ir'd"CR 1 6V 4 °,y, CR 1 a IN CR. 10 r.; 1-3 rka O1N66W 28 \NCR 4 a I I f I • L f I r e I 4r mmm a 7n a1 -� S4 Ni tl' H. AME R IN kISR1I-CU1 in a e I.40 t r 11 Fr., LAILAt- r Plerial Vtcinity, POs i rye A fat a's "..4 .3 _ -. y l4 6 713 A e— S 3 .r ? fJ MINIMSMart MB .B ' ELECT POW ER LINES 230 KV J I, 1,1167W la_: `_ 0 i I 'USR ` 049 NO N-104"1 MAU PAC -16 INCH PIPE ; t 1 lIt wr :AMA S INC L.. a a , a s am a MI MN or, wow ea rc _ I i .I arl�r I 10 1 r— pencar • 01116 .PCCARS GAS LINE f BI I ate I I .--\ He :tZa i !PI E n I I A��E II UPS R1 t, 0 [I -1Ig L f1 e— McICItA FARMS INC Pier MC 3 l L erfir 1 \ s, LatiM 1 I erver r ECT POWER LINES 23010/ rine rr r i r r Jr i 0 a? J i i saa i• I I ILISR1 NOI&-1ra41 MA,.1le IN H APE: eta rsrar- �r r COLLIM®MG JaRSGti- FARM. INC I 14e!r!CtCCT I r amm4_ e o ee e e r t y- 1 01 PI6 7 1M 110U -Alt c L a " .3 Ito r l� II U'SR- 396 GAS LI E 24" NAM U FIB I I 'I U?R.-1iXa2i -- GAS LINE 24' r rr c7MNC IOM. 3bbtc tee; Oa "NCAIM w !tAF, t'M 'FROWN at 2nd Cr Mt rF.P9 aC961. Mors: 1-4 9 e' sm - W. I iskr a 5d: p AMA P6 and .decdv +.W aka i r Y :dbcr Sic lib. I racy one an ?Lk selc , m,c an 6.Y. oa- r caion Iia m lu Ylr 5 Akin JY• dMrull USN x ecfa aka In ti4. 1a 4&A4 TAINUn M'c 4r MAI& Cele c.i.1h •a ICY Ar.'r. ;OAT° ,ICU Nf a7mr !rink etesenm:. P.O'.l,tiaoa deal be IAN n10_dn to xc+mnodlte'-r tf awl and ba77r dl braidlec Iran fie. AMC 'CT PM) ;IV= I'1 .d L: 1Jllu.l ltMIMY PA nr.Li nnNJ 5105 ,11'47 7./IY roHb t'S• Arm m,lhi ROT PAP* Fee g I1rt hYna. YYcti roar Ira Rnitn 01 a nA VOW irnOna. in .n... .1 31.0411.,t bcdorcict111loSiic .Icp a mrlim3 :qa. PALMA; SITES: UO tat hH.71 ftJne [Pc ilei: c_t FIar.Ti. -Mt .al -sr.. ow- It Into hrc,rt.c and rn-imMM Ywi.rt 5aril Ngir tr c rdIctad'xrcwt me- by puled. is of true•inl inl -oxen Lc Ih. •Ja o' du neon LI IQ Li WITS BALL 1 2 AfU✓:1 liftl6fg0 Mtn, \ J' Rt11 Le L1 1` RIL4 dN GI DA. 221107-v ,c ti IJ N t:1R arJ Mb 'Et rhJR! Silt -SILL :r !U1 ,A I:1— FtEN E BARES. i44" LiRLAP FgCR T -E fiwcir RILL -r feroJcsa t1i:IK,sN OCf>Ic 'LACE a.L. ARR.) PAU f/ }ALL ;ALLY. DC Nee- CLAP•ti 9R 1+iPJ. 27112-e Y,. L win no. 1Lt. re,L N- (0 iKJCtEfi P_Yh YEW i 3-AKES 1 'M' S'AF "-MINI' lilt 1'A %MIA.IJ Nil b SI±L 11173 -CR !I TUT Pn r 26 I Xr - -S& II MK TIJ F Ab BJL76'L_ wITi LEND {F r N11Ln ;nu Am L LAYYIY - +,Jr'J JJ4.Iu1 [i4'Nc .•.Tr11mt. w•Tr. wet' Bxx6i1.J{C; Pam? RGCIT RAJI. Y% `•T.NJ12 Ut W 211.11. Q FR'LFYT r4__m FYF1T DECO JCUS TREE RLAI\114G CETAIL aoALL` tiMr rAdia Ara State trot ci' CIo.Y1 dawn+ tlta+ my. c at 4'S a 1Yz: doled 0041 0 Mara 1-f G7pa J;D - Nn. I bake Cl Nile et pr 4lrei AM 'lardy 1.11 s'40. +.' S' Jac. 9C: N).: 2S: C.1. kr< 011 NA la- ac to rn R'. ,ix ]' Ciiaef L72 alt lays - 5 ':1ie2 7d Saar. ,Aro ar odlo ohol S, 01n 12 gag; "ribbon ski cm oc,b anl. o.euy to hop Army. OWN Ago hr gimp nil. r uc l l n: Bai1n gro.:hot b. b19 L'n2J9i :o oeClrnnM3te.F-T' of Qba:n end FL'r r al b'ma Pal Ytt c5T 1^.P Car MIT BALL 1-J' 3BCVE- Mu4LnI ttc Pa. N.. P. AA '1w - . Inettk .3 14+1 'Alt. a 117• '- MIXVIA.«F r / N7..AYF7FT. CIVC Wt. C' dk \ - d' CSLWI12Cf1 1102: De NW }Lr; \ It. rr ?{J3 =T N •s1H I. Cell Ka 1 PATH Tkl raft atp Ann cur ilnr cri.•r� en &A 1 `FI T d1r.4Jn OCReLke tenni tea SAJ_ J+ RNLI 14141 / Wit WA Y. Oil tell / IXIL'J'A.'T OR 14L*. gill' sr ;.711 Mill NA V . rt_ JLL Alt FLCKETE a -n:} EA1 J+NL LI' r: corn 7 'rST -�9 I CPIIS'I NCI 'MI IJ u0]AAan 22L e i' .IS wllli --34.1:-ER Ili 144_IR: .m1ae. t0[rnlL 1y.>w OLIK e% '�.�- tAlylrys 51L Mt a 1/01004 (b" PJigc] Or aA11C NA7i u. I,A-ER VU OnIVIR1L N3 FLAIL 4::LI LA1 Lii IMC :nfnit :r4 Ta ne NR CIIIUNL I`l1kirr niIC TT;rF DI Ahiri\f: I>rfiI WIC lac LEGEND Stir. IION CCRHLR AS LIESMIBLD OLPARTEF CORNIER A5 DISC REIED CORIER CORNER kS CESCP.IBED O— FROMD3ED Tic: Or. POWER IDLE FE= PROPOSED TRASH ENCLOSURE f X FENCE LINE PR•DPOISEE' C CHAN LINK FENCE 7•-;r • bv5AlHEdt ELECTRit UIJE rn - OAS LIME = WATER LINE FLOOD PLAIN 3CUNDARY • sL4"NUM LIHL PR1TPf]'Fr' IdIN-AC6PINA PR!TPDSEC RIPRAP Know what's belt ► . Call before you fig. "W I W. U4•_OR. SE_. S III! wO NFRAY. w_ t'.tUJN. CAP I S2Q4T r l 1 I E d 8I' A- .. I /- LEP,17 Of FLL'ONPlAY ar i L' r"-:00' r1Tnrc.r.r•TY rri-rr OR FCREDI r J -. Svu'snWA-PAIL LINEAL UNITS STATEMENT +JI lineal dlslanest are inoassr4d n 4ar4 n•1el 1{nrllnnl fad Loft • (X]R. E'rf: .f J n. 115 p:TJe AR'A. J 3.-74' ALUM. CI:P 1:Q.'ikAt5 IN RJNG.T IW s,r /CNN '4' JAM ER I N RV STORAGE USE BY SPECIAL REVIEW USR R LICATED IN PAR- OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NCRTH, RANGE 67 WEST OF THE 6TH PRINCIFAL MERIDIAN, COUNTY OF WELD, STATE OF COLDRADO (ANDS; APING PLAN) 11 ::: t ZON "A" .:.\ •ill E.TVrTAr re-inrvrr{rq Y 4:Ihl{'A' CHASE I N1 1CNNP reir RIPRA'WTI cFr FT R01.43SN'i Pt -US treirtJ:t St:F:l:lt\ ING SP.sCrlDil f APART tr, TA, A Q. �'E PIhSEt �l_ (j`' lrS • 9.13.ULY.DILLIRJL1 t IA'I4':{7•J BKS.P{E.'JE 1310.3.1). E. ulna: \— ?CRT -CI -LET 6J :OD;^e S' I Ti 3 ,C9,:1P NORTTf 1 AND f}' IT TT SW. _ H sr .r.. 3 LAND USE AEA FIRM I LANo3COPhIG I 2s,.A6S SO. 'T. I•ACKLU Ci AVtL P.IFRA' Zti4,tit1 SU. PI. 34,274 SO. -T, TOT4L AREA I 323,744 SO. FL RIPEAP AREAS 1 AND 2 INCLUDED IN PHASE 1 Cr4ECLLATIONS LAND LSE &PE4 P-I4S- II % Cr TOTAL AMA 7.7 01.7 116 LAN2SCtWIIIG FACED CRA.1EL TJTAIL ATEA 6,3$1 SQ. FT. 2'2,9Ji5 SO. FT. 2.'94320 SQ. rT_ LAND USE AREA PHASE III I INTSCAPIRR PACE.") G•AMEL TOTAL A,ME4 17.97R. +A'j •r. 2.05,904 SC, Fir 223,OE0 SD. rT. t rr TATnI MF.Fs 2.0 67,1 % CF TOTAL AREA R1 47.0 _AND USE AREA FOR PHASE IV AI'D V TO BE DETERMINED AT TIME OF D=VELOPMENT PROPLJSSD IF$ES ,- ECU_ Sl'lebiBay II &PAr'Ff141Y ,.PAYT 1%R.A13TWA Urc3 Oil AM] GALS OPERATIONS AREA PRDPI1SI?E• TIM'S FOR SPAWN-CCZ( ,FACEL]al: AF'13R1 ANCILLARY AREA j r/2ri/l./11.rrf.7/r'/f/,rf'rJ,//r"///40f.'ff/.'f'1;'+!'a'/.•.'> 27122:27ifil�/1.!21/7 !..:441'.8'tit'17'4 dy' nffiJlIt— ,SOLI1HLEIBOPTIC SW. P4 SEC.:, PHASE V 9.208 t1- ACRES PHASE TV 9.531 ti -ACRES ti r 14 COP.. Fr.c YIJ,iiGKhHAK�` NI] L J' \ t't / 1:4 WA. S.M. I' + FD. Pi: ItItkAlt W ] 1.,?" .T.1TV. CA; G 2 LL m rs n CHECKED BY: PROJEC NA W Q 0 I R°V':SIDNZ K a 'C G a w V 8 Final Draft. rp e4 I I Ls' cn N O of Z D u U CCLCRADO 9 4 a 7.4 •u 47 u. II I- 0 LL w O to In w W ho Site Layout and Landscape Plan Map c7MNC itetc ttei pet 711tH M1i te!e6Ae t'M 'BRULM at 2nd Ce Mt ro r9 tetJ31. doctors: 1-f 9Ae' sm - W. I iskr 21 lid: p pcesc Inc the .9ecdv +.N' aka). i r Y :dbcr Sic Lib. I racy one an US s4c , nlc an 6.Y. oa- r ratan rim rs lu Ru 5 Akin JY• di4ru11 USN x 04144 era In tin. 1a 4ata4 TOINUn AP0 4r AA le Cele t.s.1h 'a ht. n.v. ;OArd ,ICY Hr abmr'nnk ermenen'. P.O'.y,Iia %al Be In eno_gh to xcccnnodlte '-r +f nail and ba77r dl brraldlec Iran Aka. AMC ACTT: PM) ;IV= I'1 "d La 1Jllu.l ISMMRY PA nt.Li rfnllja 5105 Mr am' teenhGle fOHo t'S, Aft 011310 Rte' [Nit Kee Mt ban:). YYcti Kr Ira Rnitn 01 a &A/OW ird•On.. in .n.r .1 Sw1t .,U bcdo]tcJcka 1lodic .Icp a mrlim3 :qa. PRLMH; MOTES: UO tat hH.a} f.•Jn.e [Pc il°i: c_t r1 ref. -kilt .al a no rare It Lauri hrc,rt.c and rn-imMM Melon Sarre NMir tr"c rid 'at:Td';rrc$l may by puled. is of truc•inl inl -oxen Lc Iha •Ja•o' An into. Li Ire, Li Ix11S UAU. I 2 nfU f1 liftl6f00 Mtn, \ J' Rt11 Le L1 PoL41iN GI DA. ac. nr -v,a HI IJ NO:M_ArJ MTL 'RF1: IhJk! S_t t yLL a W U AI I:I— FtENDt BARES. it4r BAIR FlDII T -E weir RhLL-r H1:auP lli:IbOs fcf>ic 'LACE a.L. ARR.) PAU Lf }ALL CAU_Y. Den NCt e CJIV•ti 9R JAC. a7112 -e Y,. L win woLt. re,L N- (0 iKJCtEfi P_411 YEW 3 3-AKES D. W'S'AF "-wan, lilt *A il ale b SIFLL I HIS J.R !I TUT 130- 0- 26 I Xr ry, 4cJ+jg70_ -3`iJCSr II Mk 71I3F 8.1E-16'1_ PM LED {F r N1ILn ;nu Ala L LAYJIY +rrr JUL"4) C+U'Nc .aird4t. w.Tr, wut' BJLYaJ{C; Pala. RUIT RAJI. SINS `••I.NA5 U!! W YIJL v FR'LFYT ,FTR FUF3T DECO JCUS TREE RLAk114G CETAIL !eLL` bar (-Ad V0 la r'R 9Lata t et pi' 8:001^% dawn+ VW, "mac at 4'S a lfl; cioTJ19 0041 as Mara 1-f Gape J;B - Lin. I crake a Ude et pevalrq eta igerrety i.M MIK +.' S' Jaba' at N)A : 2Sa1 Ca kr< a1 NA% 14: etc in W. Aix ]' eii0er Sze CAe lava - 5 Y.Sea 2d SOW. tiro ar odic. ohol S, 01n 12 gag; Tihrm ski cm oc,b anl. o.euy to hop Awn Yrpplq real hr gimp nil. nwenan: 8y{1n grcn :hal b. big en]J9i :L' oeiernn]a3te. I-1of QOA:h erGa BL'rer SII B'ma Pal Vitt <5T 1^.P rs MIT BALL I -J' ABM- M.N..tPI ttc Pa. •- nI:R VIA«t• test We e' ak De NOT ;Mt .\ 'MTh Tres IRAK :aCp" Aar cur oil t- cr i.•r� p1r.uJn OCRCLke Ta]I'L -t a.L SU_ J+tu*P4J 14141 / Wit WA Y. IWI tell / L(IUJ'A.'T Ti 14L*. gill' sr d.71L AIM NA -132. rt_ JLL ei t MITTS ti. P. AA '1w - S 35alkk a -n:} CC ELI JWL Lh SIb!• 1A..AVT7FT. .erer QALVAJI2ta W7: ?113-T et core 7 =rT ell I i7.11.9'I NCI n.j Ir UO]TIACK2 22L C ,r 'IS Gala: --3.45:-ER Ih 144_IRa pCL,S. tAertllL NA4 9LIK tl tAl5t:47 v)LNJr AµIII4N (0" PJigc) OMAN: NA7i AL. NA -ER VU BMWIU. P3 FLAIL Y::LI LA1 111 IMC :ntnrn :r4 Ta Me WIC % I l I u N L Trrr DI Ahiri\f: J>rfiI 5.(ac IQE LEGEND Stir. IION CCRHLR AS LIESatIBLD OLPARTEF CCRHER A5 DISCRUED CFNIER CORNER kS CESCP.IBED - FROMD3ED Tic: Or. POWER IDLE FE= PROPOSED- TUASH ENCLOSURE f X FENCE LINE PR•DPOEEE' C CHAN LINK FENCE ]Hr • bv5RHEAt UPJE rn - OAS LIME = WATER LINE FLOOD PLAIN 3CLINDARY • sL4"nun LIHL PR1TPf]'Fr' IA KAMA PIMA PROPDSEC RIPRAP Know whbelow, Call before you gig. W. U4•_OR. SE_. S hi! ,'.: ifFHAP. W_ t' .tUJN. CAP I SxQ4T V 1 I I NN I E a 8I' LEP,17 Of FLL'ODPlAY rnnrcrri, in-rt ;OR PLf E r J -. SPACED WA -PAIL PAN' ar. i 4.7 r"-:00' LINEAL UNITS STATEMENT cl1 lineal elk fanest are inoassr4d n 4.6.14 nael diRlnnl 4art 'milt • .W (X)R. Yr+i: .f J n. iii p:TJ1 AR'1. J ALUM. CAP - fr 1:�'ik7iL5 IN RPNGP RSIX s,r JAM ER I N RV STORAGE USE BY SPECIAL REVIEW USR R LICATED IN PAR- OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NCRTH, RANGE 67 WEST OF THE 6TH PRINCIFAL MERIDIAN, COUNTY OF WELD, STATE OF COLDRADO (ANDS; APING PLAN) :PENN '4' Iy ZDN 1,-". \ et•iii i.T1f1'Tnr Er,nlrvr,AIM Y E:Ihli 'At PHASE. I ICENP.. per RIPR A' WTI CAFFT t):t :it: ILL ING 9P.sC'.JS4 f APART • ttt'A.UW.UL;_LsRIL) t 141 1) BA.Y I , E. ulna: `-PORT-D-LET FJ C4•i^t' S' I Ti T!l4,: {i' NORTTl i.tNr f}' TI IT Sit :Ai Rr.C'. 3 LAND USE AEA PRAM I LAN)3COPi i I 2s,.A6S SO. 'T. PACKLU Ci AVEL RIP RA, Z0i4,0C1 SU. PI. 34,274 SO. -T, TOP4L AREA I 323,744 SQ. FL RIPRAP AREAS 1 AND 2. INCLUDED IN PHASE 1 Cr4ECLLATI0NS LAND LSE AREA P-I4S- II % Cr TOTAL AMA 7.7 01.7 116 LANJSCtWIIIG FACED CRN/ EL TJT4L MC'k 6,3$1 SQ, FT. 2'2,9115 S0. FT. 2.'91320 to. rT_ LAND USE AREA PHASE III I IN)SCAFIHR PACKC4 SAMEL TOTAL A,ME4 17.97R. +A'j •r. 2.OS,9C4 SC, Fir 223,0180 SD. rT. t rr TATnI MF.Fs 2.0 67,1 % CF TOTAL AREA R1 47.0 _AND USE AREA FOR PHASE IV M'O V TO BE DETERMINED AT TIME OF DEVELOPMENT PROP')SSD IF$ES ,- [Cu_ iev. .Eriavt II &PA('FIIJIY ,A PA YT �B. _. .....a_... . _..f._-.. .., _. . 1%R.A13TUF2 Urc3 Oil A' JI1 GAGS OPERATIONS AREA PR:PBSEE• TRR :S FOR SCRE.TNZfi z of,1LEL]aL':tt'AR1 • ANCILLARY AREA j1r /2.rj2//1.ref."//'/1%rf'rJ,///"////r.'f.'7/27.4i2./.!'r'/.•.'+ :2741/41/2 i/�/1./Yti K rJ"R)'Ci' u' 17'441.• 'Tffi rJlr ..—SOUTH LES OFTHE SW. .F4 SEC. :< PHASE V 9.208 t!- ACRES PHASE Iv 9.5311- - ACRES ti r 14 COP.. Fri'. Y13,4GRMHAK-. VI] LeLl' {r r:4 WA. 7iJAJ. = + FL)., Pi ItItkAlt W ] 1.,)" .T.1TLr. CA; I� G 2 LL W CHECKED BY: PROJEC NA W 0 0 I R°V':SIDNZ K a 'C G a LO V 8 Final Draft. rp e4 ,IM I I W N O of Z D u U CCLCRADO 9 4 a 7.4 L'13 43 IJ. II I- 0 LL w la O m w ho Site Layout and Landscape Plan Map c7MNC IOM. 3bbtc tee; Oa "NCAIM w !tAF, t'M 'FROWN at 2nd Cr Mt rF.P9 aC961. Mors: 1-4 9 e' sm - W. I iskr a 5d: p AMA P6 and .decdv +.W aka i r Y :dbcr Sic lib. I racy one an ?Lk selc , m,c an 6.Y. oa- r caion Iia m lu Ylr 5 Akin JY• dMrull USN x ecfa aka In ti4. 1a 4&A4 TAINUn M'c 4r MAI& Cele c.i.1h •a ICY Ar.'r. ;OAT° ,ICU Nf a7mr !rink etesenm:. P.O'.l,tiaoa deal be IAN n10_dn to xc+mnodlte'-r tf awl and ba77r dl braidlec Iran fie. AMC 'CT PM) ;IV= I'1 .d L: 1Jllu.l ltMIMY PA nr.Li nnNJ 5105 ,11'47 7./IY roHb t'S• Arm m,lhi ROT PAP* Fee g I1rt hYna. YYcti roar Ira Rnitn 01 a nA VOW irnOna. in .n... .1 31.0411.,t bcdorcict111loSiic .Icp a mrlim3 :qa. PALMA; SITES: UO tat hH.71 ftJne [Pc ilei: c_t FIar.Ti. -Mt .al -sr.. ow- It Into hrc,rt.c and rn-imMM Ywi.rt 5aril Ngir tr c rdIctad'xrcwt me- by puled. is of true•inl inl -oxen Lc Ih. •Ja o' du neon LI IQ Li WITS BALL 1 2 AfU✓:1 liftl6fg0 Mtn, \ J' Rt11 Le L1 1` RIL4 dN GI DA. 221107-v ,c ti IJ N t:1R arJ Mb 'Et rhJR! Silt -SILL :r !U1 ,A I:1— FtEN E BARES. i44" LiRLAP FgCR T -E fiwcir RILL -r feroJcsa t1i:IK,sN OCf>Ic 'LACE a.L. ARR.) PAU f/ }ALL ;ALLY. DC Nee- CLAP•ti 9R 1+iPJ. 27112-e Y,. L win no. 1Lt. re,L N- (0 iKJCtEfi P_Yh YEW i 3-AKES 1 'M' S'AF "-MINI' lilt 1'A %MIA.IJ Nil b SI±L 11173 -CR !I TUT Pn r 26 I Xr - -S& II MK TIJ F Ab BJL76'L_ wITi LEND {F r N11Ln ;nu Am L LAYYIY - +,Jr'J JJ4.Iu1 [i4'Nc .•.Tr11mt. w•Tr. wet' Bxx6i1.J{C; Pam? RGCIT RAJI. Y% `•T.NJ12 Ut W 211.11. Q FR'LFYT r4__m FYF1T DECO JCUS TREE RLAI\114G CETAIL aoALL` tiMr rAdia Ara State trot ci' CIo.Y1 dawn+ tlta+ my. c at 4'S a 1Yz: doled 0041 0 Mara 1-f G7pa J;D - Nn. I bake Cl Nile et pr 4lrei AM 'lardy 1.11 s'40. +.' S' Jac. 9C: N).: 2S: C.1. kr< 011 NA la- ac to rn R'. ,ix ]' Ciiaef L72 alt lays - 5 ':1ie2 7d Saar. ,Aro ar odlo ohol S, 01n 12 gag; "ribbon ski cm oc,b anl. o.euy to hop Army. OWN Ago hr gimp nil. r uc l l n: Bai1n gro.:hot b. b19 L'n2J9i :o oeClrnnM3te.F-T' of Qba:n end FL'r r al b'ma Pal Ytt c5T 1^.P Car MIT BALL 1-J' 3BCVE- Mu4LnI ttc Pa. N.. P. AA '1w - . Inettk .3 14+1 'Alt. a 117• '- MIXVIA.«F r / N7..AYF7FT. CIVC Wt. C' dk \ - d' CSLWI12Cf1 1102: De NW }Lr; \ It. rr ?{J3 =T N •s1H I. Cell Ka 1 PATH Tkl raft atp Ann cur ilnr cri.•r� en &A 1 `FI T d1r.4Jn OCReLke tenni tea SAJ_ J+ RNLI 14141 / Wit WA Y. Oil tell / IXIL'J'A.'T OR 14L*. gill' sr ;.711 Mill NA V . rt_ JLL Alt FLCKETE a -n:} EA1 J+NL LI' r: corn 7 'rST -�9 I CPIIS'I NCI 'MI IJ u0]AAan 22L e i' .IS wllli --34.1:-ER Ili 144_IR: .m1ae. t0[rnlL 1y.>w OLIK e% '�.�- tAlylrys 51L Mt a 1/01004 (b" PJigc] Or aA11C NA7i u. I,A-ER VU OnIVIR1L N3 FLAIL 4::LI LA1 Lii IMC :nfnit :r4 Ta ne NR CIIIUNL I`l1kirr niIC TT;rF DI Ahiri\f: I>rfiI WIC lac LEGEND Stir. IION CCRHLR AS LIESMIBLD OLPARTEF CORNIER A5 DISC REIED CORIER CORNER kS CESCP.IBED O— FROMD3ED Tic: Or. POWER IDLE FE= PROPOSED TRASH ENCLOSURE f X FENCE LINE PR•DPOISEE' C CHAN LINK FENCE 7•-;r • bv5AlHEdt ELECTRit UIJE rn - OAS LIME = WATER LINE FLOOD PLAIN 3CUNDARY • sL4"NUM LIHL PR1TPf]'Fr' IdIN-AC6PINA PR!TPDSEC RIPRAP Know what's belt ► . Call before you fig. "W I W. U4•_OR. SE_. S III! wO NFRAY. w_ t'.tUJN. CAP I S2Q4T r l 1 I E d 8I' A- .. I /- LEP,17 Of FLL'ONPlAY ar i L' r"-:00' r1Tnrc.r.r•TY rri-rr OR FCREDI r J -. Svu'snWA-PAIL LINEAL UNITS STATEMENT +JI lineal dlslanest are inoassr4d n 4ar4 n•1el 1{nrllnnl fad Loft • (X]R. E'rf: .f J n. 115 p:TJe AR'A. J 3.-74' ALUM. CI:P 1:Q.'ikAt5 IN RJNG.T IW s,r /CNN '4' JAM ER I N RV STORAGE USE BY SPECIAL REVIEW USR R LICATED IN PAR- OF THE SOUTH HALF OF SECTION 3, TOWNSHIP 1 NCRTH, RANGE 67 WEST OF THE 6TH PRINCIFAL MERIDIAN, COUNTY OF WELD, STATE OF COLDRADO (ANDS; APING PLAN) 11 ::: t ZON "A" .:.\ •ill E.TVrTAr re-inrvrr{rq Y 4:Ihl{'A' CHASE I N1 1CNNP reir RIPRA'WTI cFr FT R01.43SN'i Pt -US treirtJ:t St:F:l:lt\ ING SP.sCrlDil f APART tr, TA, A Q. �'E PIhSEt �l_ (j`' lrS • 9.13.ULY.DILLIRJL1 t IA'I4':{7•J BKS.P{E.'JE 1310.3.1). E. ulna: \— ?CRT -CI -LET 6J :OD;^e S' I Ti 3 ,C9,:1P NORTTf 1 AND f}' IT TT SW. _ H sr .r.. 3 LAND USE AEA FIRM I LANo3COPhIG I 2s,.A6S SO. 'T. I•ACKLU Ci AVtL P.IFRA' Zti4,tit1 SU. PI. 34,274 SO. -T, TOT4L AREA I 323,744 SO. FL RIPEAP AREAS 1 AND 2 INCLUDED IN PHASE 1 Cr4ECLLATIONS LAND LSE &PE4 P-I4S- II % Cr TOTAL AMA 7.7 01.7 116 LAN2SCtWIIIG FACED CRA.1EL TJTAIL ATEA 6,3$1 SQ. FT. 2'2,9Ji5 SO. FT. 2.'94320 SQ. rT_ LAND USE AREA PHASE III I INTSCAPIRR PACE.") G•AMEL TOTAL A,ME4 17.97R. +A'j •r. 2.05,904 SC, Fir 223,OE0 SD. rT. t rr TATnI MF.Fs 2.0 67,1 % CF TOTAL AREA R1 47.0 _AND USE AREA FOR PHASE IV AI'D V TO BE DETERMINED AT TIME OF D=VELOPMENT PROPLJSSD IF$ES ,- ECU_ Sl'lebiBay II &PAr'Ff141Y ,.PAYT 1%R.A13TWA Urc3 Oil AM] GALS OPERATIONS AREA PRDPI1SI?E• TIM'S FOR SPAWN-CCZ( ,FACEL]al: AF'13R1 ANCILLARY AREA j r/2ri/l./11.rrf.7/r'/f/,rf'rJ,//r"///40f.'ff/.'f'1;'+!'a'/.•.'> 27122:27ifil�/1.!21/7 !..:441'.8'tit'17'4 dy' nffiJlIt— ,SOLI1HLEIBOPTIC SW. P4 SEC.:, PHASE V 9.208 t1- ACRES PHASE TV 9.531 ti -ACRES ti r 14 COP.. Fr.c YIJ,iiGKhHAK�` NI] L J' \ t't / 1:4 WA. S.M. I' + FD. Pi: ItItkAlt W ] 1.,?" .T.1TV. CA; G 2 LL m rs n CHECKED BY: PROJEC NA W Q 0 I R°V':SIDNZ K a 'C G a w V 8 Final Draft. rp e4 I I Ls' cn N O of Z D u U CCLCRADO 9 4 a 7.4 •u 47 u. II I- 0 LL w O to In w W ho Site Layout and Landscape Plan Map l \ AMERIN RV STORAGE USE BY SPECIAL REVIEW USR LOCATED DN D VELOPMENT STANDARDS: The Change of Zone allows for 1-3 uses which shall comply with the 1-3 Zone District requirem=nts s set forth in Article III Division 4 of the Weld County Code as amended. (Department of Plan ing Services) 2) The existing business on Lot B (Tote —A —Shed USR-1227) is allowed to operate as is until m.jor chan"e from the plans or Development Standards as shown on USR-1227 has been determi ed by the Depar ent of Planning Services. If a substantial change has been determined a Site Pla Review applica ion shall be applied for and approved prior to operation. (Department of Plannin ; Services) 3) No land, erected, c has been building or structure shall be used, changed in use or type of occupancy, de eloped, nstructed, reconstructed, moved or structurally altered or operated until a Si e Plan Review proved by the Department of Planning Services. (Department of Planning services) 4) The operatio shall comply with all applicable rules and regulations of the State a d Federal agencies and the Weld ounty Code. (Department of Planning Services) 5) The site shall aintain compliance at all times with the Design Standards listed in Chapter 24, Article VII of theWeld County Code, if applicable. (Department of Planning Serv'ces) 6) 7) 8) Any future structure or uses on site must obtain the appropriate zoning anbuilding permits. (Department of Plan ing Services) Building permits shall e obtained prior to the construction of any new b ilding. A plan review is required for each build' g. Plans shall bear the wet stamp of a Colorado registered architect or engineer. Two complete sets of plans are required when applying or e.ch permit. (Department of Building I spection) Each new building will req an open hole inspection per be designed by a Colorado 're an engineered foundation based on a .rmed by a Colorado registered enginee re!istered engineer. (Department of B site —specific geotechnical report or . Engineered foundations shall (ding Inspection) 9) New buildings shall conform to the requirements of the various odes adopted at the time of permit application. (Department of Building Inspection) 10) Activities such as permanent landsaping, structures, dirt mods or other items are expressly prohibited in the septic absorption f eld site. (Department of Public Health and Environment) 11) Effective January 1, 2003, Building Pe mits issued on the .roposed lots will be required to adhere to the fee structure of the County Road 1 pact Program. ('irdinance 2002-11) (Department of Planning Services) 12) Effective August 1, 2005, Building permits fee structure of the Capital Expansion Impa (Ordinance 2005-8 Section 5-8-40) (Depart issued on f Fee an ent of t e subject site will be required to adhere to the the Stormwater/Drainage Impact Fee. Planning Services) 13) A weld County Septic Permit is required for a y -ptic system and shall be installed according to the (Department of Public Health and Environment) Weld County Individual Sewage Disposal Regulati S. 14) Prior to the release of building permits, the L. .caner shall verify with he nearest Town/City or Sanitation District to determine the location of the earest sanitary sewer line. In accordance with Weld County Code, if a sewer line exists wit four undred (400) feet of the property line and the sewer provider is willing to serve the propo ed struc'.. re, a septic permit cannot be granted by the Weld County Department of Public Health ad Environ ent. Evidence of such shall be submitted in writing to the Weld County Department of fanning Ser ices. (Department of Public Health and Environ ent) 15) Water service shall be obtained from .n appropriately pe itted well. (Department of Public Health and Env' onment) 16) A stormwater discharge permit may be required for a development / redevelopment / construction site where a contiguous or non—contig.. ous land disturbance is gr-ater than or equal to one acre in area. Contact the Water Quality Control ivision of the Colorado Depa tment of Public Health and the Environment at www.cd.he.state.c..us w. PermitsUnit for more i formation. (Department of Public Health a d Environment) 17) During development of the si e, all land disturbances shall be con.ucted so that nuisance conditions are not created. If dust emissis create nuisance conditions, at the r -quest of Weld County Health Department, a fugitive dust control plan must be submitted. (Department of Public Hea h and Environment) 18) In accordance with the "°egulations of the Colorado Air Quality Control .mmission any development that disturbs more tha 5 acres of land must incorporate all available a d practical methods that are technologically feasible and economically reasonable in order to minimize ust emissions. (Department of Publi Health and Environment) 19) This application is proposing wells as its source of water. The applicant should be made aware that while they may be able to obtain a well permit from the Office of the State ngineer, Division of Water Resources, the q antity of water available for usage may be limited to specific uses, i.e. commercial use only, etc. Iso , the applicant should be made aware that groundwater m. not meet all drinking water standard as defined by the Colorado Department of Public Health and En •ronment. We strongly encourage the applicant to test their drinking water prior to consumption and peri.dically test it over time. (Depar men+ of Public Health and Environment) 20) The proper y owner shall allow any mineral owner the right of ingress or egress for the purposes of exploratio development, completion, recompletion, re—entry, production and maintenan e operations associatewith existing or future operations located on these lands. (Department of P anning Services) PART OF 6TH 21) Person el from the Weld County Government shall be granted access onto the property a any reasonable time i order to ensure the activities carried out on the property comply with the Develop ent Standards stateherein and all applicable Weld County regulations. (Department of Planning Services 22) Th- historical flow patterns and run—off amounts will be maintained on site in such a mann-r that it w• I reasonably preserve the natural character of the area and prevent property damage of th- type enerally attributed to run—off rate an velocity increases, diversions, concentration and/or unpla ned ponding of storm run—off. (Department of Public Works) Pursuant to Chapter 15, Article I and II of the Weld County Code, if noxious weeds exist on the property or become established as a result of the proposed development, the applicant / landowne shall be responsible for controlling the noxious weeds. (Department of Public Works) HE SOUTH HALF OF SECT ON 3, TOWNISWP 1 NORTH, RANGE 67 WEST OF THE DRNCPAL MER D AN, COUNTY OF WELD, STATE OF COLORADO (COVER SHEET) INDEX OF DRAWINGS SHEET DESCRIPTION 2 3 4 5 6 7 8 COVER SHEET EXISTING SITE CONDITIONS PROPOSED SITE PLAN & PHASING GRADING & DRAINAGE PLAN STORM WATER MANAGEMENT STORM WATER MANAGEMENT DETAILS LANDSCAPING PLAN PLAN PLAN DETAILS W.C.R. NO. 14 0 O O 0 0 O 0 O STATH HWY 52 SEC. 4 c z 0 SITE SEC. 3 0 W C.R NO 2 0 SEC. 9 0 W.C.R. NO. 12 0 SEC. 10 VICINITY MAP 1" = 2000' ZONING = AGRICULTURAL (AG) PROPERTY OWNERS WITHIN 1/2 MILE RADIUS 1 AMERIN FAMILY TRUST 2 BAJA LLC 3 BAJA BERG LLC 4 GITTLEIN FAMILY FARMS LLC 5 GITTLEIN FAMILY FARMS LLC 6 BAJA LLC 7 GITTLEIN FAMILY FARMS LLC 8 GITTLEIN FAMILY FARMS LLC 9 INMAN BARBARA E 10 HOLLAND CAROL E 1/2 INT COPPLE NANCY HOLLAND 1/2 INT 11 STEVENS RONALD J 12 KOLDEWAY ROXIE KOLDEWAY PHIL 13 GITTLEIN TIMOTHY C GITTLEIN JOLENE F 14 GITTLEIN FAMILY FARMS LLC 15 VANDEEST BEATRICE F (HEIRS OF) VAN DEEST FAMILY TRUST 146903000012 146903000016 146903000017 146903000019 146903000023 146903000024 146903000027 146903000028 146903000031 146903000032 146903000033 146903000034 146903200001 146903200002 146904000009 16 HAAKE FAMILY LLC 146904000010 HAAKE RONALD HAAKE MARGIE 17 GITTLEIN FAMILY FARMS LLC 146904000025 18 GITTLEIN WILLIAM E TRUST 146904000026 GITTLEIN VERONICA E TRUST 19 WARD JAMES PATRICK 146904000033 WARD CHERYL ANN 20 JEFFRES LAND & CATTLE CO 146904100005 21 BUSHNELL JAMES C 146904100006 22 KNIGHT JOE 146904100013 KNIGHT KIMBERLY A 23 JEFFRES LAND 8c CATTLE CO 146904100014 24 NRC CO 1 LLC 146909000008 25 SUCKLA FARMS INC 146910000005 26 COLUMBINE JERSEY FARMS INC 146910000007 27 SUCKLA FARMS INC 146910000008 28 KAUFFMAN LAND & DEVELOPMENT LLC 146910000009 MASTER LEGEND SECTION CORNER AS DESCRIBED QUARTER CORNER AS DESCRIBED CENTER CORNER AS DESCRIBED POWER POLE PROPOSED DRAINAGE FLOW PATTERN EXISTING DRAINAGE FLOW PATTERN = PROPOSED TRASH ENCLOSURE = TURNING RADIUS DIAGRAM SOIL CLASSIFICATION MAP SYMBOL PROPOSED TREE [HE 1_iA`_, H2H 4985' _ 4986' _ 4985' 4986' as aaaaaaaaaaaaaaaaaaat ya as as as aaaaaaaaaaaa00C = PROPOSED 6' CHAIN LINK FENCE = PROPOSED SILT FENCE = EXISTING FENCE LINE = OVERHEAD ELECTRIC LINE = GAS LINE = WATER LINE = FLOOD PLAIN BOUNDARY = ROW = SECTION LINE = PROPOSED MAJOR CONTOURS = PROPOSED MINOR CONTOURS = EXISTING MAJOR CONTOURS = EXISTING MINOR CONTOURS = PROPOSED LANDSCAPING - PROPOSED WATTLE = VEHICLE TRACKING PAD = PROPOSED RIPRAP SOIL CLASSIFICATIONS OVER ENTIRE PARCEL OBTAINED FROM WEB SOIL SURVEY/NATIONAL COOPERATIVE SOIL SURVEY LEGAL DESCRIPTION: Located in part of the South half of Section 3, Township 1 North, Range 67 West of the 6th Principal Meridian. PROPERTY OWNER'S CERTIFICATION The undersigned major property owner(s) do hereby agree to the Site Specific Development Plan and Use by Special Review Development Standards as described hereon this day of 20 Signature PLANNING COMMISSION CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Weld County Colorado, for its confirmation, approval and adoption this Site Specific Development Plan and Use by Special Review as shown and described thereon this day of , 20 Chair, Weld County Planning Commission BOARD OF COUNTY COMMISSIONERS CERTIFICATION This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site Specific Development Plan and Use by Special Review and Development Standards as shown and described hereon this day of , 20 Chair, Board of County Commissioners ATTEST: Weld County Clerk to the Board BY: Dated: Deputy Clerk to the Board NOTICES: 1) All references to books, pages, maps and reception numbers are public documents on file at the Clerk and Recorders Office of Weld County, State of Colorado unless stated otherwise. 2) NOTICE: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon (13-80-105 C.R.S.). Alles Taylor & Duke, LLC and/or Scott L. Ducommun will not be liable for more than the cost of this survey and then only to the Client specifically shown hereon or in our file by signed authorization. Acceptance and/or use of this instrument for any purpose constitutes agreement by the client to all terms stated hereon. 3) BASIS OF BEARING: Considering the West line of the South 1/2 of section 3 Township 1 North, Range 67 West of the 6th P.M., to bear North 00°21'47" West and all bearings contained hereon being relative thereto: 4) All known easements and/or rights —of —way, have been shown on this plat. The easements and or rights —of —way which are shown hereon may not be complete, are based on general information, and are to be used only in this context. 5) Elevations shown are based on The NGS Benchmark T 260 having an elevation of 4925.96' NAVD 88. 6) Flood Plain is based on Flood Insurance Rate Map for Weld County and incoporated areas, Map Number 0812302084E, Panel 2084 of 2250, effective date January 20th, 2016. The Existing Flood Plain lines were created using a digital copy of the FIRM Panel and digitizing the flood plain lines on the drawing. These lines are approximation of the floodplain lines only. MAP SYMBOL SOIL NAME SOIL TEXTURE PRIME FARM LAND (IF IRRIGATED) LOCAL ROAD & STREETS UNPAVED ROADS 8c LOCAL STREETS 4 AQUOLLS AND AQUEPTS VARIABLE YES VERY LIMITED VERY LIMITED 33 KIM LOAM, 3 TO 5 PERCENT SLOPES LOAM YES NOT LIMITED SOMEWHAT LIMITED 42 NUNN CLAY LOAM, 3 TO 9 PERCENT SLOPES CLAY LOAM YES VERY LIMITED VERY LIMITED 57 RENOHILL CLAY LOAM, 3 TO 9 PERCENT SLOPES CLAY LOAM NO VERY LIMITED VERY LIMITED 59 SHINGLE LOAM, 3 TO 9 PERCENT SLOPES LOAM NO VERY LIMITED VERY LIMITED 66 ULM CLAY LOAM, 0 TO 3 PERCENT SLOPES CLAY LOAM YES VERY LIMITED VERY LIMITED 67 ULM CLAY LOAM, 3 TO 5 PERCENT SLOPES CLAY LOAM YES VERY LIMITED VERY LIMITED 78 WELD LOAM, 0 TO 1 PERCENT SLOPES LOAM YES VERY LIMITED VERY LIMITED 82 WILEY-COLBY COMPLEX, 1 TO 3 PERCENT SLOPES SILT LOAM YES VERY LIMITED VERY LIMITED 83 WILEY-COLBY COMPLEX, 3 TO 5 PERCENT SLOPES SILT LOAM YES VERY LIMITED VERY LIMITED Know what's below. Call before you dig. .1 DESIGNED BY: m CHECKED BY: PROJECT NO. 2016-013 w F- 0 c REVISIONS I L a a F - C 0 a L O N a) 0 a L 0 0) L %- a> a 0 rn N c _ l <10I I I I I rY I�1 Cn 0 M It >- a 1 0 4 0 COLORADO 101 n 0 rY I Cu Cu Li z Cu cri L w Cu Cu Cu Cu U- 0 00 a H- W w (/) 0 0' 100' 200' SCALE I "=100' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. LEGEND 300' SECTION CORNER AS DESCRIBED QUARTER CORNER AS DESCRIBED CENTER CORNER AS DESCRIBED POWER POLE EXISTING DRAINAGE FLOW PATTERN X = EXISTING FENCE LINE [HE = OVERHEAD ELECTRIC LINE = GAS LINE = WATER LINE = FLOOD PLAIN BOUNDARY GA H20 = ROW = SECTION LINE 4985'- = EXISTING MAJOR CONTOURS 4986' = EXISTING MINOR CONTOURS = SOIL CLASSIFICATION MAP SYMBOL Know what's below. 0811 before you dig. LOCATED ON W. 1/4 COR. SEC. 3 FD. //6 REBAR W. 2" ALUM. CAP LS 25937 LIMIT OF FLOODPLAIN ZONE "A" SW. CUR. SEC. 3 FD. #6 REBAR W. 3-1/4" ALUM. CAP LS 38285 IN RANGE BOX L / b < n 300' X D AL HALF OF SECTO N 3,`I OWNSH0P 1 NOR`I H, RANGE 67 WES �E OD AN, COUNTY OF WELD, STATE OF COLORADO (FXOSTNG SOTE COND T0ONS) D AMERIN RV STORAGE USE BY SPECIAL REVIEW USR ART OF THE SO 6TH PRONCO ZONE "A" ZONE "A" LIMIT Ot, FLOODPLAIN ZONE "A" - 4975' 4976' - 49 4992' 4993 4994' - 4995' 4996' -, { so03, ZONE "A" 4997' NO 4999' — 5000' • 5001, -_ •� 30' R.O.W. DECLARED 10/14/1889. BK 5. PG 298 7- \ 5001, OG q' BRANTNER DITCH r-7 N 89°57'45" E 2629.30' NORTH LINE OF THE SW. 1/4 SEC. 3 S 89°59'52" W 1714.07' ,LSQUTH LINE OF THE SW. 1/4 SEC. 3 v, BRANTNER DITCH OF THE //r ,' _____- ______- __ _/ , _.._ , \� 1 / i / ' i- ____-- �r _______ / 7' �� / \ �7 l /i. \ ( t / �. H \\\ , 1 :-: _ ; v v v \\\\\ \\i''\'\- \\ ' 1 :\: ) :7\ °�� 1 /11',./\\:-\\:— r )/1/71/i/“)' A9\� _\\\\( \„,,T ) iii if 11 l ' + 49,x4981)' 1 _l_________„, a�' 0 \ \,,I,' ,,,\. \ / / / \1 )''. ` �- _ _\'� `� 1 J �1 ::\-- i / �)� J � \> 1 4986' —� \. it / 0 4,%,,,,'-'s,;,,,- 9ST \ A i 7 7 4909 -- 4991' 4992' .149:9.•' ' 99 4. 499`49�n V499' \ \ I '1 �p00�\7 f °°i___________________:, vv \ \ \ I \ \ 7 \ 5002' G� J - 5006 5006' / 500, Ni Y. 5009' 5010' 7 I 5013 C. 1/4 COR. SEC. 3 FD. #6 REBAR NO CAP S. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2-1/2" ALUM. CAP c _ DESIGNED BY: F- m z 0 H - CHECKED BY: PROJECT NO. 201 6-01 3 w N 0 N 0 N M N I REVISIONS J a Q N C O a- (/) CO a) 0 O 0 0) 0 N 4k _J c n Z - DLO OC 0 o1 �E Cr' 6H- �% n O � Ln C= II Z Q 0 0 COLORADO COUNTY OF WELD N H - CL N W N Cu N N Li O H- 0/ N H- W w I 1 01 PARKING STALL TABLES PHASE I STALL SIZE NUMBER OF STALLS PERCENTAGE OF PHASE TOTAL (%) 25' 2 0.3 30' 136 46.4 35' 119 39.2 40' 4 1.3 50' 39 12.8 TOTAL 300 PHASE ID STALL SIZE NUMBER OF STALLS PERCENTAGE OF PHASE TOTAL (%) 25' 1 0.3 30' 175 57.8 35' 121 39.9 40' 2 0.7 50' 4 1.3 TOTAL 303 PHASE III STALL SIZE NUMBER OF STALLS PERCENTAGE OF PHASE TOTAL (%) 25' 1 0.3 30' 151 55.3 35' 1 1 4 41.8 40' 4 1.5 50' 3 1.1 TOTAL 273 0' 100' 200' SCALE I "=/00' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. LEGEND 300' SECTION CORNER AS DESCRIBED QUARTER CORNER AS DESCRIBED CENTER CORNER AS DESCRIBED POWER POLE = PROPOSED TRASH ENCLOSURE X = EXISTING FENCE LINE = PROPOSED 6' CHAIN LINK FENCE ENE = OVERHEAD ELECTRIC LINE = GAS LINE = WATER LINE = FLOOD PLAIN BOUNDARY = ROW = SECTION LINE = PROPOSED LANDSCAPING = PROPOSED RIPRAP H2❑ = TURNING RADIUS DIAGRAM Know what's below. Call before you dig. LOCATED IN PA W. 1/4 CUR. SEC. 3 FD. #6 REBAR W. 2" ALUM. CAP LS 25937 LIMIT OF FLOODPLAIN ZONE "A" SW. COR. SEC. 3 FD. #6 REBAR W. 3-1/4" ALUM. CAP LS 38285 IN RANGE BOX C R AMERIN RV STORAGE USE BY SPECIAL REVIEW USR OF THE SOU H HALF OF SECTOONI 3, TOWNSHIOP 1 NORTH, RANGE 67 WEST OF 6TH PRINCRAL MI RODOAN, COUNTY OF WELD, STATE OF COLORADO PROPOSED SITE PLAN & PHASING) ZONE "A" ZONE "A" LIMIT OF FLOODPLAIN ZONE "A" PHASE I ZONE "A" RIPRAP PER SHEET 7 EINGIENVAVEOWAr UU 30' R.O.W. DECLARED 10/14/1889. BK 5, PG 298 MQ 4 BRANTNER DITCH PORT -O -LET LAND USE LANDSCAPING PACKED GRAVEL RIPRAP TOTAL AREA N 89°57'45" E 2629.30' NORTH LINE OF THE SW. 1/4 SEC. 3 AREA PHASE 24,808 SQ. FT. 264,662 SQ. FT. 34,274 SQ. FT. 323,744 SQ. FT. • OF TOTAL AREA 7.7 81.7 10.6 RIPRAP AREAS 1 AND 2 INCLUDED IN PHASE 1 CALCULATIONS LAND USE AREA PHASE II LANDSCAPING PACKED GRAVEL TOTAL AREA 6,381 SQ. FT. 212,995 SQ. FT. 219,336 SQ. FT. LAND USE AREA PHASE III LANDSCAPING PACKED GRAVEL TOTAL AREA 17,976 SQ. FT. 205,104 SQ. FT. 223,080 SQ. FT. • OF TOTAL AREA 2.9 97.1 • OF TOTAL AREA 8.1 91.9 LAND USE AREA FOR PHASE IV AND V TO BE DETERMINED AT TOME OF DEVELOPMENT v 52M S 8 °5''52" W 1714.07' " SOUTH LINE OF THE SW. 1/4 SEC. 3- HE BRANTNER DITCH ////////,' /// i . ///////// /��i��i / / ///////%////'////////%/// / ////////////////// / ///////// U C. 1/4 COR. SEC. 3 FD. 1/6 REBAR NO CAP V H C W o Z S. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2-1/2" ALUM. CAP DESIGNED BY: F- m z F - CHECKED BY: PROJECT NO. 2016-013 w F- O h O r _ REVISIONS I i s- 0_ a F- 1 C O • O U) First Draft. a) 0 O F) N >< rY LLDD 0a 1 I LI COLORADO COUNTY OF WELD I Ko U w ci ci Lu O I O O I I c w J O w U - C rqi F- w w I 5010.00 5000.00 SECTION A -A PROPOSED BERM 3:1 SLOPES iii-iiTiiW IT T TLT WI III=IIIIII III I III III III II III III III III III III=IIIII IIEIIEII�II�II�II 5010.00 5000.00 - 40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 5000.00 4990.00 SECTION B -B PROPOSED BERM 3:1 SLOPES —iii—Ili—I I �IIIIIIIIIIIIIIIIII11 �I I I1 11� I I I � � I � 11 I I1 111 111 I �n �I I 1 � �n �I i �I i �I i �I i �I I I1=1 I1=1 I1=1 �=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1 -I �I II VIII 111111 II II VIII VIII VIII II II III11111 VIII VIII 111111 �I II VIII VIII VIII IIIE 4980.00 111IIIIII J 11IIIIII11IIIIII11III1 11 1 J 11 11 11 11 �n �n �n �n �n �l l �n �n �1 4980.00 5000.00 4990.00 - 40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 5000.00 4990.00 SECTION C -C PROPOSED BERM 3:1 SLOPES 5000.00 4990.00 4980.00 4980.00 - 40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 4990.00 4980.00 SECTION D -D 4970.00 -T17-T17�� I 4970.00 - 40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 PROPOSED BERM 3:1 SLOPES 4990.00 4980.00 4990.00 4980.00 4970.00 4960.00 SECTION E -E PROPOSED BERMS 3:1 SLOPES 30' WIDE RTPRAP CHANNEL I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I �I 11=1 I I -III -III -III -III -III -I I T T �I I =1 I ITT-1TI-1_TI-1I1TI=�III-III-III-III-IIIIII-III-IIIII-III1111111~T�II�I III -III-III-III-III-III-III-III-III-III-I I �I I I -III -III -III -III -III -III -I I �I I �I I =1 I �I �-1 I1-1 I1-1 �1 111 111 I1=1 111 111 I1=1 I IIII-1111 �III-IIII 111 I1, I I �I I �I I �I I E - 40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 LEGEND 30.00 SECTION CORNER AS DESCRIBED QUARTER CORNER AS DESCRIBED CENTER CORNER AS DESCRIBED POWER POLE PROPOSED DRAINAGE FLOW PATTERN PROPOSED TRASH ENCLOSURE = FENCE LINE = PROPOSED SILT FENCE = OVERHEAD ELECTRIC LINE = GAS LINE = WATER LINE = FLOOD PLAIN BOUNDARY = ROW = SECTION LINE = PROPOSED MAJOR CONTOURS = PROPOSED MINOR CONTOURS = EXISTING MAJOR CONTOURS = EXISTING MINOR CONTOURS = PROPOSED LANDSCAPING PROPOSED WATTLE = VEHICLE TRACKING PAD ENE HEE 4985' 4986' 4985' 4986' .1."*"*"*"*"*"*"*"*"*"*.' = PROPOSED RIPRAP Know what's below. Call before you dig. 4990.00 4980.00 4970.00 4960.00 40.00 0' LOCA ED ON PA W. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2" ALUM. CAP LS 25937 100' 200' SCALE 1 "=100' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. 300' LIMIT OF FLOODPLAIN ZONE "A" SW. COR. SEC. 3 FD. #6 REBAR W. 3-1/4" ALUM. CAP LS 38285 IN RANGE BOX II AMERIN RV STORAGE USE BY SPECIAL REVIEW USR RT F THE SO 6TH PRONCO ZONE "A" ZONE "A" LIMIT OF FLOODPLAIN WATTLES TO BE INSTALLED PER DETAIL SHEET 6 ZONE "A" PHASE I WATTLES TO BE INSTALLED PER DETAIL SHEET 6 ZONE "A" RIPRAP PER SHEET 7 ,- 497.5' - 4976' �- 8003, 30' R.O.W. DECLARED - .10/14/1889. BK 5, PG 298 0,. D TH HALF SEC0 N 3, TOWNSHHI 1 NO T-9 RANGE 67 WES AL E1ODIAN, COUNTY OF WIELD, STATE OF COLORADO (GADNG & D AINIACE PLAN) a 7.0 1 BRANTNER DITCH N 89°57'45" E 2629.30' NORTH LINE OF THE SW. 1/4 SEC. 3 LAND USE AREA PHASE I LANDSCAPING PACKED GRAVEL RIP RAP TOTAL AREA 24,808 SQ. FT. 264,662 SQ. FT. 34,274 SQ. FT. 323,744 SQ. FT. • OF TOTAL AREA 7.7 81.7 1 0.6 RIPRAP AREAS 1 AND 2 INCLUDED IN PHASE 1 CALCULATIONS LAND USE AREA PHASE II LANDSCAPING PACKED GRAVEL TOTAL AREA 6,381 SQ. FT. 212,995 SQ. FT. 219,336 SQ. FT. LAND USE AREA PHASE LANDSCAPING PACKED GRAVEL TOTAL AREA I I 17,976 SQ. FT. 205,104 SQ. FT. 223,080 SQ. FT. • OF TOTAL AREA 2.9 97.1 • OF TOTAL AREA 8.1 91 .9 LAND USE AREA FOR PHASE IV AND V TO BE DETERMINED AT TIME OF DEVELOPMENT 4991' 92' --- S 89°59'52" W 1714.07' SOUTH LINE OF THE SW. 1/4 SEC. 3 / ;,-;) 4991' 4995' `- BRANTNER DITCH OF THE 4982' 4984' 4985' 49922 PHASE IV 0.51-1 -+P si c 5002' p I • \ 0 5000' -5004' 50'0' i C. 1/4 COR. SEC. 3 FD. #6 REBAR NO CAP S. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2-1/2" ALUM. CAP M U c H J DESIGNED BY: DRAWN BY: TK H 7 CHECKED BY: PROJECT NO. 2016-013 W H r O N N REVISIONS Q Q Q First Draft. a) a O M N L 140/ ry �< v=. n U z L�JJify Goo CJ 0 ry >- h - z 0 0 COLORADO COUNTY OF WELD z F- U w cu L- 0 CL Q O 0, W w S STAKING NOTES: Stake trees per following schedule, then remove at end of first growing season. follows: )" Caliper size — Min. 1 stake on side of prevailing wind (generally N.W. side). 1-1" - 3" Caliper size — Min. 2 stakes — one an N.W. side , one on S.W. side. .3" caliper size and larger — 3 stakes per diagram Wire or cable shall be min. 12 gauge, Tighten wire or cable only enough to keep from slipping. Allow for some trunk movement. Nylon straps shall be long enough to accommodate 1—i" of growth and buffer all branches from wire. WRAPING NOTES: Wrap trees in fall, to remain wrapped for winter months only. Wrap with breothoble fabric tree wrap applied from trunk flare to first branch. Wrap from the bottom up with sufficient overlap to cover all bark. Secure with biodegradable plastic wrap or masking tape. PRUNING NOTES: Do not heavily prune the tree at planting. Prune only crossover limbs, broken branches and co —dominant leaders. Some interior twigs and lateral branches may be pruned. However, do not remove the terminal buds or buds of branches that extend to the edge of the crown. SET TOP OF ROOT BALL 1-2" ABOVE ADJACENT GRADE. 4" THICK MULCH RING MIN. 6' DIA. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK SLOPE SIDE OF HOLE AT 1 REMOVE BASKETS, WIRE, BURLAP FROM THE ROOT BALL. BREAKUP ENCIRCLING ROOTS. PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP. SETTLE SOIL WITH WATER. FILL ALL AIR POCKETS 2 TIMES OOT BALL DIAMETER PLAN VIEW - 3 STAKES 1 1/2" WIDE STRAP GROMMETED. GALVANIZED WIRE SNUG FIT 6' STEEL T POST ET OUTSIDE ROOT BALL IN UNDISTURBED SOIL. 4"-6" HIGH WATER AUGER IN NON —TURF AREAS. BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOLUME) ORGANIC MATERIAL. WATER WILE BACKFILLING. PLACE ROOT BALL ON NDISTURBED SOIL TO PREVENT SETTLEMENT. DECIDUOUS TREE PLANTING DETAIL SCALE: NONE STAKING NOTES: Stake trees per following schedule, then remove at end of first growing season as follows: 1-4" Caliper size — Min. 1 stake on side of prevailing wind (generally N.W. side). 1—z" - 3" Caliper size — Min. 2 stakes — one on N.W. side, one on S.W. side. 3" caliper size and larger — 3 stakes per diagram Wire or cable shall be min. 12 gauge, Tighten wire or cable only enough to keep from slipping. Allow for some trunk movement. Nylon straps shall be long enough to accommodate 1—i" of growth and buffer all branches from wire. SET TOP OF ROOT BALL 1-2" ABOVE ADJACENT GRADE, 4" THICK MULCH RING MIN. 6' DIA. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK SLOPE SIDE OF HOLE AT 1: REMOVE BASKETS, WIRE, BURLAP FROM THE ROOT BALL. BREAKUP ENCIRCLING ROOTS. PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP. SETTLE SOIL WITH WATER. FILL ALL AIR POCKETS • PLAN VIEW - 3 STAKES 2 TIMES OOT BALL DIAMETER 1 1/2" WIDE STRAP GROMMETED. GALVANIZED WIRE SNUG FIT 6' STEEL T POST ET OUTSIDE ROOT BALL IN UNDISTURBED SOIL. 6"-8" HIGH WATER AUCER IN NON -TURF AREAS. BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOLUME) ORGANIC MATERIAL. WATER WILE BACKFILLING. PLACE ROOT BALL ON NDISTURBED SOIL TO PREVENT SETTLEMENT. CONIFEROUS TREE PLANTING DETAIL SCALE: NONE LEGEND SECTION CORNER AS DESCRIBED QUARTER CORNER AS DESCRIBED CENTER CORNER AS DESCRIBED PROPOSED TREE POWER POLE PROPOSED TRASH ENCLOSURE [HE HEE = FENCE LINE = PROPOSED 6' CHAIN LINK FENCE = OVERHEAD ELECTRIC LINE = GAS LINE = WATER LINE FLOOD PLAIN BOUNDARY = ROW = SECTION LINE = PROPOSED LANDSCAPING = PROPOSED RIPRAP 0' Know what's below. Call before you dig. LOCATED ON W. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2" ALUM. CAP LS 25937 LIMIT OF FLOODPLAIN ZONE "A" PROPOSED TREES FOR SCREENING SPACED 40' APART 100' 200' SOLE 1 "=100' LINEAL UNITS STATEMENT All lineal distances are measured in feet and decimal feet units. 300' SW. COR. SEC. 3 FD. #6 REBAR W. 3-1/4" ALUM. CAP LS 38285 IN RANGE BOX 30.0' -t- 30.f' X 01 UU AMERIN RV STORAGE USE BY SPECIAL REVIEW USR DART OF THE SOUTH HALF 07 SECT0ON 3, OWNSH0D 1 NOR H, 6T- RORONCHAL MERODOAN, CC,NTY OF WELD, STATE OF COL (LANDSCADNG DLAN) ZONE "A" ZONE "A" LIMIT OF FLOODPLAIN ZONE "A" PHASE I ZONE "A" RIPRAP PER SHEET 7 PROPOSED TREES FOR SCREENING SPACED 40' APART 30.0' NN\ 7.43 30.0' 30' R.O.W. DI'CLARLD w 10/14/1889. BK 5, PG 298 UU w� B BRANTNER DITCH N 89°57'45" E 2629.30' NORTH LINE OF THE SW. 1/4 SEC. 3 LAND USE AREA PHASE I RANGE 67 WES RADO • OF TOTAL AREA LANDSCAPING 24,808 SQ. FT. 7.7 PACKED GRAVEL 264,662 SQ. FT. 81.7 RIPRAP 34,274 SQ. FT. 10.6 TOTAL AREA 323,744 SQ. FT. RIPRAP AREAS 1 AND 2 INCLUDED IN PHASE 1 CALCULAT0ONS LAND USE AREA PHASE II • OF TOTAL AREA LANDSCAPING 6,381 SQ. FT. 2.9 PACKED GRAVEL 212,995 SQ. FT. 97.1 TOTAL AREA 219,336 SQ. FT. LAND USE AREA PHASE IIO • OF TOTAL AREA LANDSCAPING 17,976 SQ. FT. 8.1 PACKED GRAVEL 205,104 SQ. FT. 91.9 TOTAL AREA 223,080 SQ. FT. LAND USE AREA FOR PHASE IV AND V TO BE DETERMINED AT TIME OF DEVELOPMENT PROPOSED TREES FOR SCREENING SPACED 40' APART ▪ lg PORT -O -LET 3O.0' I DO 01 S 89°5''52" W 1714.07' SOUTH LINE OF THE SW. 1/4 SEC, _ a • i OF T RI O BRANTNER DITCH OIL AND GAS OPERATIONS AREA PROPOSED TREES FOR SCREENING SPACED 40' APART '` `0 A` "7/NA \.A ANCILLARY AREA N 7 L///////////// ' //, / // %/// /;//%//// ///// /;//%///// PHASE V 9.208 +/- ACRES PHASE IV 9.531 +/- ACRES `l U C. 1/4 COR. SEC. 3 FD. #6 REBAR —\\* NO CAP S. 1/4 COR. SEC. 3 FD. #6 REBAR W. 2-1/2" ALUM. CAP I DESIGNED DRAWN BY: CHECKED BY: PROJECT NO. 2016-013 w Q 0 0 N M N p REVISIONS J Q Q Q C 0 a .L 0 00 0 0 L DO 00 L i- 0 0 0 N I N C O EL F- z 0 a COLORADO COUNTY OF WELD 3 r` DO 7/ CO 7/ Lv V DO V L_ 0 H 03 DO 1 co H - W w C, CHANNEL BED FLOW DESIGN WSE RIPRAP OR SOIL RIPRAP NOT STEEPER THAN 2.5H:1V 3' MIN (5' MIN FOR SOILS THAT ARE NOT COHESIVE) z, / , /r/\�f\\j.\ . /\///r GRANULAR BEDDING, REQUIRED FOR RIPRAP_ ALSO REQUIRED FOR SOIL RIPRAP WHEN SPECIFIC IED RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSION (INCHES) D50* (INCHES) 70 - 100 12 TYPE VL 50 - 70 35-50 9 6 6 2 - 10 2 70 - 100 15 TYPE L 50 - 70 35 - 50 12 9 9 2 - 10 3 70 - 100 21 TYPE M 50 - 70 35 - 50 18 12 12 2 - 10 4 70 - 100 30 TYPE H 35 50 28 18 2 - 10 6 *D50 = MEAN ROCK SIZE SOIL RIPRAP NOTES: 1. ELEVATION TOLERANCES FOR THE SOIL RIPRAP SHALL BE 0.10 FEET. THICKNESS OF SOIL RIPRAP SHALL BE NO LESS THAN THICKNESS SHOWN AND NO MORE THAN 2 -INCHES GREATER THAN THE THICKNESS SHOWN. 2. WHERE "SOIL RIPRAP" IS DESIGNATED ON THE CONTRACT DRAWINGS, RIPRAP VOIDS ARE TO BE FILLED WITH NATIVE SOIL. THE RIPRAP SHALL BE PRE -MIXED WITH THE NATIVE SOIL AT THE FOLLOWING PROPORTIONS BY VOLUME: 65PERCENT RIPRAP AND 35 PERCENT SOIL. THE SOIL USED FOR MIXING SHALL BE NATIVE TOPSOIL AND SHALL HAVE A MINIMUM FINES CONTENT OF 15 PERCENT. THE SOIL RIPRAP SHALL BE INSTALLED IN A MANNER THAT RESULTS IN A DENSE, INTERLOCKED LAYER OF RIPRAP WITH RIPRAP VOIDS FILLED COMPLETELY WITH SOIL. SEGREGATION OF MATERIALS SHALL BE AVOIDED AND IN NO CASE SHALL THE COMBINED MATERIAL CONSIST PRIMARILY OF SOIL; THE DENSITY AND INTERLOCKING NATURE OF RIPRAP IN THE MIXED MATERIAL SHALL ESSENTIALLY BE THE SAME AS IF THE RIPRAP WAS PLACED WITHOUT SOIL. 3. WHERE SPECIFIED (TYPICALLY AS "BURIED SOIL RIPRAP"), A SURFACE LAYER OF TOPSOIL SHALL BE PLACED OVER THE SOIL RIPRAP ACCORDING TO THE THICKNESS SPECIFIED ON THE CONTRACT DRAWINGS. THE TOPSOIL SURFACE LAYER SHALL BE COMPACTED TO APPROXIMATELY 85% OF MAXIMUM DENSITY AND WITHIN TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. TOPSOIL SHALL BE ADDED TO ANY AREAS THAT SETTLE. 4. ALL SOIL RIPRAP THAT IS BURIED WITH TOPSOIL SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ANY TOPSOIL PLACEMENT. Know what's below. Call before you dig. LOCA A ED ON DAR AMERIN RV STORAGE USE BY SPECIAL REVIEW USR OF THE SOU H HALF OF SECT0ON 3, TOWNSHIP 1 NORTH, RANGE 67 W 6TH RRONCORAL MERIDIAN, C LINTY D= WE D, STATE OF COLORADO (RORRAD DETAOLS GRADATION FOR GRANULAR BEDDING PERCENT PASSING BY WEIGHT U.S. STANDARD SIEVE SIZE TYPE I COOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A 3 INCHES - 90 - 100 1Y2 INCHES - - 3/4 INCHES - 20 - 90 % INCHES 100 - #4 95 - 100 0 - 20 #16 45 - 80 - #50 10 - 30 - #100 2 - 10 - #200 0 - 2 0 - 3 RIPRAP BEDDING THICKNESS REQUIREMENTS FOR GRANULAR BEDDING RIPRAP DESIGNATION MINIMUM BEDDING THICKNESS (INCHES) FINE-GRAINED SOILS 1 COARSE -GRAINED SOILS 2 TYPE I (LOWER LAYER) TYPE II (UPPER LAYER) TYPE II VL (D50 = 6 IN) 4 4 6 L (D50 = 9 IN) 4 4 6 M (D50 = 12 IN) 4 4 6 H (D50 = 18 IN) 4 6 8 VH (D50 = 24 IN) 4 6 8 NOTES:. 1. MAY SUBSTITUTE ONE 12 -INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTION OF ONE LAYER OF TYPE 11 BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. 2. FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40 SIEVE. CHANNEL BED 3' MINIMUM (5' MIN. FOR SOILS THAT ARE NOT COHESIVE) FLOW DESIGN WSE VOID -FILLED RIPRAP NOT STEEPER THAN 2.5H:1V /.//>\\/.\\ IS OF THE TABLE 1. MIX REQUIREMENTS FOR TYPE VL AND L VOID -FILLED RIPRAP (D50 = 6 TO 9 INCH) APPROPRIATE PROPORTIONS (BY VOLUME) MATERIAL TYPE MATERIAL DESCRIPTION 6 PARTS RIPRAP D50 = 6 INCH (TYPE VL) OR D50 = 9 INCH (TYPE L), SEE TABLE 3 1 PART VOID -FILL MATERIAL VTC (VEHICLE TRACKING CONTROL) ROCK (CRUSHED ROCK WITH 100% PASSING 4 -INCH SIEVE, 50-70% PASSING 3 -INCH SIEVE, 0-10% PASSING 2 -INCH SIEVE) 1 PART VOID -FILL MATERIAL 4 -INCH MINUS PIT RUN SURGE (ROUND RIVER ROCK AND SAND, WELL GRADED, 90-100% PASSING 4 -INCH SIEVE, 70-80% PASSING 1Y2 -INCH SIEVE, 40-60% PASSING 3/ -INCH SIEVE, 10-30% PASSING #16 SIEVE) 1 PART VOID -FILL MATERIAL TYPE II BEDDING (CRUSHED ROCK WITH 100% PASSING 3 -INCH SIEVE, 20-90% PASSING 3/4 -INCH SIEVE, 0-20% PASSING #4 SIEVE, 0-3% PASSING #200 SIEVE) Y TO 1 PART VOID -FILL MATERIAL NATIVE TOPSOIL VOID -FILLED RIPRAP PLACEMENT AND GRADATION TABLE 2. MIX REQUIREMENTS FOR TYPE M AND H VOID -FILLED RIPRAP (D50 = 12 TO 18 INCH) APPROPRIATE PROPORTIONS (BY VOLUME) MATERIAL TYPE MATERIAL DESCRIPTION 6 PARTS RIPRAP D50 = 12 -INCH (TYPE M) CR D50 = 18 -INCH (TYPE H), SEE TABLE 3 2 PART VOID -FILL MATERIAL 7 -INCH MINUS CRUSHED ROCK SURGE (100% PASSING 7 -INCH SIEVE, 80-100% PASSING 6 -INCH SIEVE, 35-50% PASSING 3 -INCH SIEVE, 10-20% PASSING 1.Y2 -INCH SIEVE) 1 PART VOID -FILL MATERIAL VTC (VEHICLE TRACKING CONTROL) ROCK (CRUSHED ROCK WITH 100% PASSING 4 -INCH SIEVE, 50-70% PASSING 3 -INCH SIEVE, 0-10% PASSING 2 -INCH SIEVE) 1 PART VOID -FILL MATERIAL 4 -INCH MINUS PIT RUN SURGE (ROUND RIVER ROCK AND SAND, WELL GRADED, 90-100% PASSING 4 -INCH SIEVE, 70-80% PASSING 1h -INCH SIEVE, 40-60% PASSING %-INCH SIEVE, 10-30% PASSING #16 SIEVE) 1 PART VOID -FILL MATERIAL TYPE II BEDDING (CRUSHED ROCK WITH 100% PASSING 3 -INCH SIEVE, 20-90% PASSING %-INCH SIEVE, 0-20% PASSING #4 SIEVE, 0-3% PASSING #200 SIEVE) Y2 TO 1 PART VOID -FILL MATERIAL NATIVE TOPSOIL TABLE 3. VOID -FILLED RIPRAP PLACEMENT AND GRADATION RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSION (INCHES) D50 (INCHES) 70 - 100 12 VL 5TYPE 3� _ 50 6 6 2 - 10 2 70 - 100 15 TYPE L 50 70 35 - 50 12 9 9 2-10 .3 70 - 100 21 TYPE M 50 70 35 - 50 18 12 12 2 - 10 4 70 - 100 30 TYPE H 50 - 70 35 - 50 24 18 18 2 - 10 6 4D50 = MEAN ROCK SIZE NOTE: MIX ON SITE AND PRIOR TO PLACEMENT 1. WHERE "VOID -FILLED RIPRAP" IS DESIGNATED ON THE CONTRACT DRAWINGS, RIPRAP SHALL BE MIXED WITH THE MATERIALS AND ASSOCIATED PROPORTIONS LISTED IN TABLE 1 OR TABLE 2 TO FILL THE VOIDS OF THE RIPRAP. 2. THE MIX PROPORTIONS PROVIDED IN TABLE 1 AND TABLE 2 ARE APPROXIMATE AND ARE SUBJECT TO ADJUSTMENT BY THE ENGINEER. 3. THE RIPRAP AND VOID -FILLED MATERIALS SHALL BE STOCKPILED SEPERATELY AND THOROUGHLY MIXED PRIOR TO PLACEMENT AND SHALL BE INSTALLED AND COMPACTED SO THAT A DENSE, INTERLOCKED LAYER OF RIPRAP AND VOID -FILL MATERIAL IS PROVIDED WITH RIPRAP VOIDS COMPLETELY FILLED. THE LOOSE MATERIAL SHALL BE PLACED IN A SINGLE LI- I OF SUFFICIENT HEIGHT SUCH THAT FINAL GRADE WILL BE ACHIEVED UPON COMPACTED. IF THE COMPACTED MATERIAL IS BELOW FINAL GRADE, PLACEMENT OF ONLY THE SMALLER VOID -FILL MATERIALS TO ACHIEVE FINAL GRADE IS NOT PERMITTED. IN SUCH CASES IT IS NECESSARY TO ADD MORE STANDARD SIZED VOID -FILLED RIPRAP AND REMIX THE ENTIRE THICKNESS OF ROCK TO ACHIEVE THE DESIGN SECTION. SEGREGATION OF MATERIALS SHALL BE AVOIDED AND IN NO CASE SHALL THE COMBINED MATERIAL CONSIST PRIMARILY OF THE VOID -FILL MATERIALS. THE DENSITY AND INTERLOCKING NATURE OF RIPRAP IN THE MIXED MATERIAL SHALL ESSENTIALLY BE THE SAME AS IF THE RIPRAP WAS PLACED WITHOUT FILLING THE VOIDS. 4. COMPACTION OF THE VOID -FILLED RIPRAP SHALL BE PERFORMED BY WHEEL ROLLING WITH HEAVY RUBBER -TIRED EQUIPMENT (E.G. FRONT END LOADER). THE MOISTURE CONTENT OF THE MIXTURE SHALL BE AT OPTIMUM CONDITIONS PRIOR TO COMPACTION AND WATER SHALL BE ADDED, AS NECESSARY, AT THE DIRECTION OF THE ENGINEER. 5. WHERE INDICATED ON THE DRAWINGS, A SURFACE LAYER OF MOIST TOPSOIL SHALL BE PLACED OVER THE VOID -FILLED RIPRAP. THE TOPSOIL SURFACE LAYER SHALL BE COMPACTED TO APPROXIMATELY 85% OF MAXIMUM DENSITY AND WITHIN TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. TOPSOIL SHALL BE ADDED TO ANY AREAS THAT SEIILE. 6. ALL VOID -FILLED RIPRAP THAT IS BURIED WITH TOPSOIL SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ANY TOPSOIL PLACEMENT. I DESIGNED BY: N z N CHECKED BY: PROJECT NO. 2016-013 w F- 0 N O N N 1 REVISIONS > L O a F- C O Q .L a) O 0 L O n L a) 0 0 M N J f _ ICI C n 0 5 0 0 C7) P 0 0 rY 0 COLORADO 0 -J w U- 0 r o 3 H H z H H w H H H H H H H H H w C 0O H O UJ UJ AM ER I N RV �T� RAG E `� 1N� W ��,t2 ��1� C� � Q � �� a � V � E BY SPECIAL REVIEW USR � � W � � � � � � � � S � � ��,. 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BRANTNER � � _ - � ' � � �+ � D1TCH �. � � � � " � � �, p t ./ , I � � ' / ' _ � � '� �' � . � � ' � �I � � � �- O � � ' � �� , � � � � � 1 � r-1 � �_ , , , Q . , - r/ � ; , � � � � � ° � � ' � , � � � � : � o r�n w 1 � � � i � � � � � , ' � i � z � � � , ' . � �� -� � � � � � � � �i � � �� 1 i ' �� ' � ' � 1 � ' �i, \ I w � _ '�- � �, � _�� O II `, , ' ' G9�� — I � 1 I � � � O V � � � � �� j� i � � � � � � �� - �— �� / r � � _- . i- r _ j ZONE A �� _ , � .. , . � , �`�� ` � � :' ✓� � � � m pp I� - � � � � � � _ � � �`' �9�� , � �� - �� - \ ; �� "� � _ - � :� ,� � - � � / , f � _� _ I i a � -� � - ' � .J � I ' I (, _----_ ; r r -' _' `-- . -- --- -- I m � _ -_ i � - � -- - / , � � w O � r , I V . � -� r' 497 w ~ '- _` /l ;_ ! ___ �� . . . - _ _ / . �� ` ' � � � � M '� � ,.. %� ..'� � �., ' / -1" � / �I ` 1 •�` . y� �( w , _.. � I V 9 '4 � \ '�. � ' . _� - � _� �� I . ` -"' � ��. . �� / ./ . . " __ � _ ' � � U ` .� � , ��1'_ - 7� -- ---4yR?,- I �� N ' �9'" t � ' I Y --` _ __ : � `•,, � LIMiT OF FLOODPLAiN �*y -=,- / _ �3.�.�` ,I � WATTLES TO BE � - - __ :.. � �� — _ __. , ��_ _ _ 1NSTALLED PER _ -'' ``�.; :��y`� __- = `' .�., — _ . . -,� - � 1 , � DETAiL SHEET 6 �� +� 49�� ` -�'" �, �� - � -��-�-� � � - � — dv�d� �� `�, Q ; - � � � -� � � , , I ' ' �' � — y . .-' v { 19g , =- � .- � , , � � ^ �� Q o� ioo� zoo� 300� ' ---= , ` , ,_�' _ 497fi� - r ,/� r ��yy 94_ I I H I �' /_ — � - -___ � - 1 ` � � - �� - - - -_ = 4 � - - • � '_ ,i �' _ 98� � ,/ � +� � __ � � �� _ _, _-= AQ _ — -_ _ __ -' ,� I _ r ` I, - � ' :l9g4 �- , ~ � ,' � ' � � �� _ .4�,E 1"_]�� _ � i I ' _�---- �---- `_� � ------- 49Rb � r� _� i ;-, /` SC Ili _ � I � _....__ - _--- � __- , � i ZONE ��,� �_ I ,. � -1 _..- � I I r- '�� ; ', " % � `� ��I _ � .,-- 4978 -- �' I � � �� _ , LINEAL UNITS STATEMERIT - � __ ' _� i, -� ' ,�� 4��s�� ;' i'1 � �, -- ` � - -�J - , I � / All lirreal distances are rneasured f _ ' - - — � � _ �__ 1__ I _ _ _ - � / ---__- �r , � ,, ;� in feet and decimal feet units. � _ _ _- i��, .� _-.a��m --- ` '_ __ � I / ,� _ _- ,, ' - � . - // � �\ '�'"' • _ � � � �, � �:� �� _ �q : - ! r -''` -498 ,- ,• i ... _. . ... .. .. � � � ., -- --- , � _ ,. '�, . -- --�--�`., � f� r'l 1 _ .`,.. ,;, . i _ � $,�;— � _ r � II I� ,_ 498 _- � - i � � In: � �� w� F- , - _ , I / � -_� � . � � � 44� j�I � �.� - _ _ - � ' \ � � ,- � j � � �1 I � � � U i � �' � �- i LEGEND � . � ;�1� � 4��,� _� - � _ % � � � ' / u, WATTLES TO BE � ... � I � z--- . -- I�, ' _-�-�--`-J'`��- - — ---a9�`�- i � � � � � o � i 49 �- '`�� .�� - � � t— .� � � " , �, ��- _._..� __ � ; � I' , � I I � / —~� — ^ , I '� � INSTALLED PER ' , - -- ' _, _-- ' '-- _.. __ -� ' '� � , a�;yo� � 1 I/, i i � ,� � � � � � �'=" � � _ o = SECTIORI CORNER AS DESCRIBED DETAILSHEET6 + '� � ,� I` �_ fjI-f r� ._- � �` `�� `��' ;� ' ' 4��c' � � r I � ' � "' � u", � f� 1 p � � � _ � �, � _ _ _� � � � � - p� �990` , �\ � � �I� � GZl Lil �'-� Ql � �- M1 - ` � �-- _ `_----` .' �- _ �i ;'�Il = 499C __ _ 4991' � 1 I� . . �la- _ - , �'�. _.../ . . __ _._— � _ ( "� � x � 0 I � � rl � i 1�1 �� 9 � _..,_---� �;' ---,` _�T------� -��- _ - �� '"'-`' � ' °° I� %,I 'I ,II O �-' — ; , � , � � — QUARTER CORNER AS DESCRIBED , , � �� ----�__ ��1' }� �3. �, . _ - � I' - � ' ', ' ,' '' ` r , �.4 3' _� "� - __ I �� - 49�)�'--- J � y�, I � ,y' � f� o , _. � O � � , � �� ; �� "� �� -- �� qj` � �� , ` ZONE ��,� � f i — � . / - _ ��'_ \. a9 l— ` ' �__ - ��y � _ �r- _,-, � '� �` - r - _ ___ _ I i I L,� -. ., . ; ; � �� I �I � I ��4 }'� . �`- _._ _ , RIPRAP PER SHEET 7 I I , �+; -- , ?/ ;l o z �. .' ��..) � � - -.' I_._� _ � / �__- - . - .. . � _ I � � � +r 1�1� a99�'� �— j CENTER CORNER AS DESCRIBED - -� , �;' ++ - _ __ - _— �I� -�� ; - �, - = , , ' =}9'C --- --_ ._ ',� i �I� �-- � 8A'_ - ' -- � _ � � I _ ',�` c3�' - , I „ \ ' _:` _ _ __-- ��' - , _- _ , - ` , , ; -� _ I��!I , , -,�, , 4 _ ��.. �� ; � 9 ` �� ' —\3� � �� . ,— i '� - F-� _- � � ,. �k , -- ��.:J� u ` . l r �I � � (i �' �` _-499 � � _ , _.. % / � " I 9 �''� .� �� G _ � \' � � � � � � - POWER POLE : � � � ' - � � _ s i' � � W �� _--- � , ' ' � , \ \ , _ 6 . � �' �" R�� — 9q9 � N , b" . � _ � '.,. , ,�ql�� ' � 4994' � t��' �i i � ' �= � _ .. �� . --- _ � � - . qb� � .. -- � / - . - -� �--- . � -- �'"� � . M PROPOSED DRAINAGE FLOW PATTERN � a , , . `... , I� �I � . I I J -� " �,. - -__ � _. _=__ _ — _ �- �� _ : _ � � s��n - — � _ � - - \ - I \ -- ��"3�0' � ��" � '` , � _ �� 1 � � 5p0� - -- - � /' N . , � , �� , _ � y� � � _ . � � � � �� TE = PROPOSED TRASH ENCLOSURE �, __- __ _ _ ��II I I ',' ,, � � "_ '_ � _ . � o ��J __ � �� - _ _ ,� .� ,�� , , ;� _ �"_=. _. _ � �,',, ' - �I�� ! ?�f� I��, O(il� \ �99�' �� r �, a9�� '-- ___ - �, _ - -- � � , _ , _ - _ �-` _ ` y i ' �"' ,�a9' ,0 II II'''` � } 1y ,I � {! I " " FENCE LINE 1 , _ , � , - � ,_ � ;� � _ , , : � �� ,\ i'� a k '-..� ` --,-___.. ,;� f V�'1�'��' � PR�P�SED SILT FENCE I �,, � k� � ' —__-- ; � __. - .- �� ', � _ � , e e e e e - L1MIT OF FLOODPLAIN �5 -- - 4 l' � l� � `,\ � ' 1 � ^��'�'��L� � _> >= .--f�-`____- 499h� . _ ; /' , � _ , — _ , : k h �, :,. ,.., - , � 1 \a.s�s� _ _ __-�� I� �,, ,. \ � �I � � ,� OHE - OVERHEAD ELECTRIC LINE � �� - q. . � I 1 � x � , � � 1 I� � � ' -. ! '` , _. - �� , ��-- 99 ' ', �.��. • � �� — � �� _ : _ �., 1 ; � I ��F ; / - , - � � ', � - GAS LINE _ � . �- " . _ ,. `', f , � � � , + '. I h � � �, ; ,, f,"I .,. �. `�..� ._ --- - 1 �� 1 - - � � ; ZONE „A�� - -----� ,_,, - - ��, __ �, �� I / '' o ' ---�-a aq�ti �., �� —a �-_ y ,�,� �I' o , � � � � H20 = WATER LINE � � - ' � , . , - � , _ � -�-- � � , - , `� - � , \ � --= � - ---� _ . _ � __ _ , ' t �_ ' ' - - ��ss ; , , , �� _ _ �� __, _ � � � _ ; � � � �� . � �. - � � , — _ - FLOOD PLAIN BOUNDARY �� r' °`� �o� �� , �� _____ ��,��'1 � o � " � � , : �� ° `��, � � � , � �. � , _, _ „ , 2 3 , I �� . c.� � ,� ` _ �`�� o - - - _ W i �`�� __ 4 1 �, _ T ----' �`�a�s)� '.. ` 40 2fi.46 � I I�V '' _-_- _ _--��.. ' -- — 4999� _ �I�i, � � � � f� 1 �, r I -_ ` - R 0 W � -- --^ h _ i — _ _ . ----- --�-- _ - _ �� - - - � �o _ _ _ - — a ��i� ------ , ,, , _. ' , - -- � , � � � — — --- - - � _ = SECTION LINE � a .-; -� __.. ' , G� ' .�„ � =� ay��,- ` - � \ � � - � i _ ; - `. � i � _ , . � _ � �r � � � i ,�� or�n _ � � , , . a ' ' . _ s . • . - i �_ \\\ � i '�. I a�� --!-_ , _ � � _ ' — � � � � 4985' = PR0P0SED MAJOR CONTOURS � � � , ' , � - -- a�a?� .;; ,\ , , ` _-- � _ ' ' �; , ,,, ''' ` _._ � � � � z cv , I __ � � a 9z��__ _ ; � _ i � l _ , 'r W � V ' I II �.- 93 �, i � --- -�- __— �� ;� I I -- -_ __ - -- -sp01, ---� �� !i � � � � �, 498b = P R O P O S E D M I N O R C O N T O U R S x _ `� - -�--- ----- \ - ------- � . 49 ' I � � —_: __ � --. ___ � 1-- � � � Q � � -, _ — q — , ` � � � / � __ — � �� : � � � i �� . � �� . � - __ `� 4c -- �----- � � �� .., � �� I � 4985 EXISTING MAJOR C0NT0URS p N � _- �99a ' � _ _ —��— -- 9.3�—�~ � � ! / I , �— soa� _ ,,_ -- J � � c,`, � �, � �� ' __ 49 4 ---� I, � , � � \ #/ ;' / --�\---` � 4986' = EXISTING MINQR CQNT�URS W o � � -z__ ., ,. __ , - + �,� � � � - �------- � , `�� __ �� ' � � , — � ,,_ _— a . � -- - �--_ � 1 \ � ' ' ,, � � � "� _--- _�. a<7 ;�— -- � � r � __ �1 ' � 9 � � �I � � � � W � �` � 944_ I z I ` — - , , , ' / ; . , ; . PR�P�SED LARIDSC,d,PING ....., i / I , � i, � 1 � r, '� � � ' � � � ' � _- ,, soo3�, � � , � , , � _ _ - --- -_-- - H - ' � 4995� , _ t� -l�r } � � _. . �� i ' � � (� 1� � = PR�P�SED WATTLE w ,' � r'� =''� , I � , ` � '` , -�`'� 4�9;� _ ; �� -- _. --� � � a� b � --- -- - -- - �_ -- � �1' `" _ - - - -- -- , ----- __= � , ; ,. , , I , ,; � �I �l. —�_ � + � - _� � , __ � y�, , , �` , -- � ., ;_�; � _ , : _ __ -soo� -f` , ` , . , , � � __� � � , i � � CU _..<. - VEHICLE TRACKING PAD ___ _ � � �� ` , , "� fJ � � � � , , � � �:< .-:, ;.,T - � a -�� B 1 I I ; _ - � ____ - � �` � � v� _ � � - � �_ � _ � l- �qh - , - � , _ _ _ _, � � � , _ --' - I -` � - - �. - - - , r — — ;'� — 40 8.96 - � - � � � , } �. � - � � � , � I ' _ " �° ` , I� � ' - �� _ .:, � f '' ,00�� -�—_ � � _ PROPOSED RIPRAP , �� I, �__ -= ___,�-- „ � I _ . � 1 � o �� - -- --- - -` -� � � a9�, ,- �_ � _ � O o �, -- i j , _ - 50�' � � _ —— � � I' � � I - - � a`�y,�—� - _ , - � / �! � . � � -�; J i y ` -- � --. _r ,- . I . - � �� __ � �� _ �U06' �- \ _ --�- � � ; ; - . __ � ..,.,_- -�' ' ,, i�. , /� . ----�_-- j� . -.. . �, � . - -- C 49 g' ___ I - ' � ,'- ---- � -- ~ ; , , __ � - �� , �- - � -� _ _ r ! � � , , � �, � __- � - --- � _ � " � _,�.. . - � � _ � � � Q , -' \-* _ _ 4997, - . � 4�9R'------� t i .� � _ i _ , - � � O -` i ---- �� ' i. �, ,, 1 ' \, � 560G _ � I �� -y _ _ - _. _ - . I , � � ' `�, _ - � V -- - _ - -- - - _ -- . � C � _ - � ^q � � � -- _ "_. � � , � �� l'' � 07 __�� -�� - �0 � � �-- -- __ ---�----� ,. �- _ � � � _. � __ � � � __�� _.--- ,��-� � 4�99 _ � I �/ ' ��0 __._ ---- � ' � -- 49 9' __ � � � �� ` ! 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