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Po�dxdn�x�.��,wp Wnx.i �,�:L �OIN��M'7M�iMk'FH�I+Pv#H'A4YAlN1hYY.. USR24-0009 VICINITY MAP LEW40EscNPRIXe MT Of ix F eF t/.OE 6FLTON 4, i0 W xf H If x xoxnr, RAxG E 6a wEn OF, xE eiH f.Fn.. COuxtt OF wFLO, STAYF OF COLORADO, DFXRIeFD A6 wLrOw6: iHCN[E SOu xxnL[ OF LODs RFT."MFfi[EATRIOHi Ax6u5 xomHA DlsinxcE OPeu RELe; 6TAH[EOPeW6fEFTTOTIE FASTLINE OFsnlO EF.GilON9; ITHE�USTuxEOFSA106FCTON 9A DutANCFOF Bts FEETro ixE POlrvi Or CONTACTS: �OGMON oe�eeOVNY ONsrATAYYs,MK. 6LYIEIw CNErtwfA9TREET ea/ 071 rmrovaF, PROPERttOwNERSGERTfIGATrON. TH CUNDER61GNF0 MAJOR PROPERTYOwNER(e)Ip 1EREHT AOREE TOTME6rtE PEµ OEVELOPMExTPLANNq U6EBYbPECNLRENE , EtCpL1p�( 6T OESCRIBEp XEREONTIW�yy-ypAY OF lIVAn r.T z➢�, PO.WFA INO CIO LFNOOIRECiOR, 9iEVE RNRw1CK VAlI C W NIY C(ERK 10 TXE BOAAq R,C�d r�L. uJnaE�E�c. ERN TOTHE 9aM0 IBEUEFOR twi IssLEFORfwI O60N Stanley Consultants INC. WER 6TATON WELOG mPoCOLOMOp CIVIL COVERSHEET USR1.1 MAP a REEn NO a19Y4.. REV: CS010 CotAtAuc,C -1-; n 2024-2517 �L291 �7 DIY III'+L�4&illifi;lthpY6'iN,Rf�dN9U}MlhNitk 11111 USR24-0009 1 pGIM4TE�mMMCTGPIBWllLTnNEALLNEC B9PATsnPs uG�HGPG ,,, Unune� �G1.1 nIGYR LOfAnCSY GPNn FxlsnrwTP�io wnarvas swxri GNTws P�,w,w,:roeE WwmmsT6alow, 9GGGF 1911 Stanley Consultants INC. PG�GPUG MGUNTMN PEAK PGwin aTPTIGN KELG CGuxtt, CCEaRPDG CIVIL SITE PLAN - EXISTING CONDITIONS USR 1041 MAP NO 91911 CS020 �IgMP�AY71XJI4�IYIAM1IIA4Y�y15151flileYlNriWN, 11i1 WIcoNTaNMENT Flow PaTNcrvaF i �Eivv wail secE"rlan pN SNEerccs.tBi SECUWir FENCE No:`o" PgF°t`GP�Tn �, II Isnxc Ponln (SEEP/P. WNl SECnON ON NEETCGb1.M -1 kl— 4 f I WmNGCPApING 1 �W N1b STATEOFCOLORADO PLOT PLAN USR24-0009 NxvMVHyN3G _ _ Sic bb.PaE;ExNp'tyl -� bENW ll TMNSITIONS TO � act No xBmcsTmll CATrLEGGapn PiwTM �ipw NOTES: ON FErtT0ElEUCEZ MECFWUCwA"LEaN�siERF72` PUNBFOR PREc4gE01MENMONS. PItOtRCIGETHEFwOPFIt1T000NwRyaNO WrtMN APPPOVKFROM�SJE'cTOVMEq. WfRpIrtNRRTEN COpN12TCFO R�TOGPROIECTE%WIINOINfyAA51Sg1"piS�NREFROm s OANOGE, NHEIHER ORNDTSHOVrN ONTHEORAV4NGs OFWmxG Fx�"pagi0s""cgiGPN�pRTp NHdOVP10RDEM0Uib� _CONGA f4B� SIRB�.'c(HTO naagpvm wTM au<xREMTE e0.^+E IF PR00F ROLL E NGCO^IEIGEREOUGEb NMEIXISTING UEESa y SIGNAGE KEY: Q ,BaNTMNP�Po„�,"�P UNF EN,E,N,NpE Gia„NG. _.. E�N�a„NG.s,NGEgNkN�pLTaGEwEgRIXp- WELD COUNTY CASE NO. USR24ASOB issuEFGRtwi Stanley Consultants x�9 �5itie5w. [ervw.Bd.Cm:eao aottx.35tb MOUNTNN PEaNPONEp�tLc MOUMMN PFAK fbYRq STATION NEL c0VNtt, COIAMGO CIVIL SITE PLAN - NEW CONSTRUCTION USR 1041 MAP q. Rlfp ,w"PRwm MxasEn APPRUVFO VIII lA<�I�fiM�tAli®94A h�'AXPo ISNRWC�htiLWl�lirL ®N I KccxcxEn=EHo sccnox v. nes,su PNOPwEooNCN (9EElYPIC.AL9ECTi0N) k.- USR24-0009 Ni NOTES: ,. FOR 4f0NM 6EWER PR0FE6,9EESHEEi CGf]Z ou1.E,ERo R� 1 _ o0a08G a"�o ��F?9wc wxui3000R awx.P nPTnx ;ie vwii: alxm Poxoj� w.11,.. MYbSE NO. u...A0A ISSUED FOR CONSTRUCTION 1.0.11 cA Stanley Consultants INC. nwuNruNPEANPw+m, uc NWN NNPEwNP�ERe,Ano~ ,xEtY W1iNn. C0L0NAW CIVIL DRAINAGE PLAN =a.REV. APPRPIE0 WN CG120 11 onre %x�x%+ ^XPdh'�14YINp,IhG'Iri)�Nil�p'PN�AXIINfIWvN X91 EMERGENCY SPILLWAY ELEV. 4954.00' RIP RAF VHITH GEOTEXTILE FABRIC ' DIA 1 5' DEPT 12" CONCRETFLAR�D END ECTIO IN 4949.00' N 1,29 ,494.564 E 3,26 ,473.289 OUTLET PIPE, 12" EMERGENCY SPILLWAY WALL OUTLET STRUCTURE N 1,297,572.108 E 3,285,481.103 RIM 4951.50' INV. 4949.50' USR24-0009 18" CONCRETE FLARED END SECTION INV. 4950.00' N 1,297,728.690 E 3,265,465.239 PROPOSED DETENTION POND WSEL (100 YR) = 4954.00' V =1.97 AC -FT WSEL (WQVC) = 4950.12' V = 0.22 AC -FT 4D5991 SCREENING WALL NOTES: 1. SEE SHEET CG549 FOR ADDITIONAL EMERGENCY SPILLWAY INFORMATION. SEE SHEET CG110 FOR POINT ELEVATIONSAND NORTHINGS AND EASTINGS. WE.oCOLN, O. aoae ISSUED FOR CONSTRUCTION Stanley Consultants INK Suee4 SWb 4W. Caibnn44 Cal"mEo B4i12-e51B wwx.Nn`eyunevbnb.mm MWMNN PFa(POWEry ILG PFANPOWERST�TI�N 1iF1D CUUNIY.GOLOPAW CIVIL DETENTION POND DETAILS oF9N1NE OPAWN M.Bu1AlYW G PTM6IF]t PPPPOVFL KFW1K aaPNOVPn Dare 2nmw NO 51324Di CG121 �111�74N�;'PWIIFIN,N�NRIIlkIp4WLillVlYkl, �IIII USR24-0009 4956 nP6P.66EC GNONNN 1+2 1+4 1+60 +80 2+00 PIPE 01 NOTES: 2 FHIXiR KG6CME1,vuOfANTiON�E�fEETGGp]0. 2M0 5+20 PIPE 03 - OUTLET PIPE N0166: HEETCG618 FONAOORICxALOEUII 1 E COxCNEfECUtOFFWNALL9N10'IMGt,EN6E00 WNINUM INiO UNOIflUNfiEp EnmHw 601E URETPIPE ®DING MAi95AL Zt WN616i0 xarnEPaNmwfiGu, xmGNa+uAN6EouIxG. ED EN9 SECTI0NEI2 1549.00 4956 ISSUED FOR CONSTRUCTION AODHF89 C011NITc0Aw1EN16 x VI610Ne OBON .110 AWG Stanley Consultants MOUNTAIN PP JtPowut, LLC MOtMAry PwkPOMEHSTAIN VIElO GWNTYCOEgtAOO CIVIL STORM SEWER PROFILES .0�1GMxEG Fx yra�c� cHEO�0 CATWATw APPgOJEO I(P1VN( AFAIWEp HATE 6cmrr�. CG122 1 tt �NIAr+6P71WHAMflA01�G}Yd;Y�Li'k11VdlfrlYrA VIII USR24-0009 Figure 5-11 Emergency Spillway Typical Design EMERGENCY SPILLWAY ELEV. 4954.00' iDSYEARW6EL OR Nlt'iNER FRONT VIEW ovERTOpPINo- SPIU.WAY WATER 449FAC1: taOYEAR w5EL-a-mA+c ----- CKNESS SPILLWAY 4854.00' 1 ` (TOP OF BERM 4855.00' ) wla�Y wsEL POND BOasTTOM aeso' OUTLET STRUCTURE INV. 4949.50) WSW RIP EMERGENOYSPIL,WAY REQUIREMENTS EAGR DETENTNNYONDSI;IALL:GO.YTAM SIN EMERGENCY BRILLWAYEAPAYIEAF CONVEYING THE PEAK 1do-YEAR STMMATA DEP'[N OF SDG{6)WC}IES OR LE65. BURIED OR GRQ(fIE0flIPRAP SifALLgFPLACED FORM'THE EMRRREHGY SPa-LWAY'OOWNryNi TO THIr EMBANKMENT TOE OP BLOPE'AN\ DOVERFOwRNSt%.(9)INCNE$OFTOP$piL. IFB(IRIE0.THERBRLt ISABESIYEO qT THETIMEOFF.WAL EN©INEERINGGESfGFEFliFOF•TY1E IKIPRAP MAK Sl; REQUIRED, 4d ORDER TO.PREVENTDAIAAGETO-PUELICLY-OWNED IMFRASTRUCTURE{RRADS,R(7A0.51I1E 01i4�hIE6),ACONCRETE CUTOFF WAk,L E1GFR (eI INGRE6 TNICK,THR '{3)FEETDEEP•ANI)EXTENDINCaA MINIMUM ITT E(61F$ETINTO THEE 71S41Dd1 EACHSIDEOFTHE5Pla ORENINGIS REOUk7FUFT}NAf1OETENTION B4OND$.7HE EMFN3ENCY SiMLLWAY ELEVATION MUSYBE7IEDEACK MITO THETOPOF THE EMBANKbtENt USING A MWGMUM BLi3Yc OF d-1. EMERGENCY SPILLWAY WxI. tea-YEARTOft KATE OATE ?4,7tTPIP): MINIMUM SIZE iT CONCRETE cr.I1T0FF WAz kr e4MPACTED EARTH 93%STANDARD PROCTOR DENSITY BURIEDORGROUTED RIPR-(DEPTH=2 , PLACEp TO TOE OF SLOPE GE�TEXTILE FA5RIG ME7AF1 PW iaD ORARRROWEO EOUAL �. LOWTAILWATER BASIN IFVELOCRY EXCEEOS2 FPS '"47 ENDOF FINeRFTB St " ,L. 5 PQI PSI INHB Es. PE ES: vVYYYv ''Y SIDE VIEW SECTION C -C' G1Yi �PEORICflTIG1V'55e ot,em 1. REFER TO SHEET CG122, PIPE 03 -OUTLET PIPE APROwFILE F/O�RADDIITIONAL INFORMATION. A 1, A A A AA A 111A4 ^ At,.AA ^ 1 IC^I / ^ ,A, A WELD COUNTY ENGINEERING & CONSTRUCTION CRITERIA PAGE 171 ISSUED FOR CONSTRUCTION JULY � em ss couNrvcawe�Erns :orde Iw cn I mmrz NO. KEVISION9 ' MIL AZ MIE Stanley Consultants INC. BOW BouN Glrvlx Slrval, SJb IW, CanbnNd, Cobmdv B01133518 NauRrAw rEAKrowEituc NauKnunPEwcroahRsrAnox lsncowlY, caioKAro CIVIL DRAINAGE DETAILS CFeKi1! K BDYAI p�E0,�y KF YK ND SUMO] RE1 ARpOVFD GATNATQi CG549 BRIM')�IYfiXi4hM1lA'LAIX)1}W1lY9i6Hlll'iYkt, �IIII USR24-0009 OUTLET REQUIREMENTS CIRCULAR SAWCUT 2" HOLES IN INLET CONCRETE TO ALIGN WITH STEEL PLATE OPENINGS. STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE GALVANIZED AND CONSTRUCTED IN ACCORDANCE W ITH CDOT SECTION 712.06. 3. CONCRETE SHALL BE CDOT CLASS D 4500151 IN 28 DAYS, PER CDOT SPECIFICATION SECTION 801. 4. REINFORCEMENT BARS SHALL BE PER CDOT SPECIFICATIONS. SPACING AND SIZE TO BE DETERMINED BY CONSULTING DESIGN ENGINEER. WOCV ORIFICE PLATE 100-YR RESTRICTOR ORIFICE PLATE (3/8" MIN. HOT -DIPPED GALVANIZED) 12"Wx15'H1/4"THICK ORIFICE PLATE (HOT -DIPPED GALVANIZED STEEL) #5 @ 12° CENTERS (TYP.) 3/8" x 4.112" STAINLESS STEEL BOLTS EMBED BOLTS 3"INTO CONCRETE, OR EPDXY ANCHOR BOLTS (TYP) SECTION&6' (WOCV PLATE) OUTLET PIPE 12" RCP OUTLET STRUCTURE PLAN VIEW SECTION A -A' (RESTRICTOR PLATE) 4951.50' T4 3I8° x 41/2• STAINLESS STEEL BOLTS EMBED BOLTS 3• INTO CONCRETE, OR EPDXY ANCHOR BOLTS (TYP) 4949.50' ERFEricEFICE NOTES: 1. SEE SHEET CG549 SIDE VIEW, EXTENDED TO INCLUDE PIPE AND END SECTION, AND SHEET GC122 PIPE 03 - OUTLET PIPE OUTLET STRUCTURE TABLE © T/BERM (FREEBOARD) 100 YR WSEL (SPILLWAY ELEATION) RIM SAFETY GRATE WOCV BOTTOM OF RESTRICTOR PLATE INVERT 12" RCP 4955.00' 4954,00' 4951.50' 4950.12' 4949.73' 4949.50' wsLn wurvm use rvo. usazxmro ISSUED FOR CONSTRUCTION ALr,o.� xnnsiava omry pnm Awn ONTO Stanley Consultants iNC. a.r. �.x sw,00. r.,uw, cm�"mmn:as uouxnxxreixcxw+en uc wouncw�e¢ xroxmsumx w¢n coumv, caonAoo CIVIL DRAINAGE DETAILS e�wry ..�tiwry U® 4AlwAlFR �aGIEA ai.0&'lfd� suLe NO atyA at aEv. CG550 0 Hello