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Home My WebLink About20260118 .11%11 "Ftwy , „d USE BY SPECIAL REVIEW-USR24-0002 • LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE BTH P.M. _ _ ._._ COUNTY OF WELD,STATE OF COLORADO S 0 !,V I D A DESIGN ENGINEERING OEV.60PGER1 irANDA11{� APNOSD100000ESS APN:OMI?➢aDGE1-V OA I. LSE By BPEL PEIYY T.NMIOEOE MN.A SOAR METED DEP)=MOE OF SISIO B NBIONS AND HOTONIOIONRES NTIE A D.RICOLTNALZOE DISTRICT,OU•E E CT TOT _ _ Y OBIEOPIIER DM TTA1®IEIE S 2 MPTIOAOP11a PLAN MAT OEAIEAN3T®FICPFAIYIpNr.PURSUANT TJNCrd1H6100FTE M60 Cd1<IYOOpE a TIE USE VI SPECIAL PETITLLE THREE NM *LOD FOR EW YEARS BIO NgNDE DATE OF APPROVAL IF THE BITE B MDT SELECTED A PMNYO WWM1 M ...w,cr.,r.94701 B M AMY I• 9p PRODIN TREMOR BOLL E)ORCINTEEA H16HM WTYNE Y DATE CF WARD OF CO ODNDNNN NAO.. _ -• 1 A-MN RIIMEBIRILTntE ORAMESO YT EMEI ®TAN M APPRORIAIE 1T1•.MBIR OO•.PERM*. S. THE MOIIY SS ANUrILL OPBNTE YEMROUO.ADWMFq TO THE*PRLMION WIEWS.LIMED MANMEMMOE PFRBOaEL WY NOT DE ME ONCE L• A IIPN:OMI300.011 RE. M10DI00006 09M10VL APN 0OI00000326 a PROWS WTATON OROIMYOLM1®ROLAR COLLECTORS*ALL NOT OFn.ID Dew IN MOW,AMENDED FIROI THE AmNT OROEELON EACH SOAR PMEro TIM MGM* MEW OF MBOAR PANEL RWATOµ PER MOTION SK,OS0.a,OPINE WELD COMITY 030•NMENDED: �APN'LMIO,3CTOOOB P. MARC AB?NWLE OMInEO.LOWED OR ACED.0 GMT CONCBRRATED OMAR GAM FROM ITS SOAR COSICl0•WLL MOT M DROi®TOWIM.WON..NORM ' SunShare RPM ESOP EINO6I11 FROPBRIES OR ROADWAYS. AT.OF THE MY.Pei SECTION234,a6CS OF THE W LDCOM YCODE,AS ANDOED. • <0 Y N V A I r r I 0 L A a ETSAOB.THE HAMMED WM.TIM Sir MAGMAS*TO THE SMACK REOIARBAB<A OP TIE OCEaLNO IOW ACCUM,YLY.M IIOI®AREA RANT MAT UNROOF IAn BOUNDARY FEET PROM EMINTd EE, CETIALBDONSANO RESOBnML LOTSOFA PATIEDaEEKAINOMOR RNIPDNaTDIVBOPIBR.THE IESLENrM EO RESIDENTIAL IMBBI IO WY BE - 1®IPC s MIIOMTEhvT®1q HMOs..LANDSCAPE 01 AN OV10E FELL ISLT.fl a.MVO..NlYRKT)TBU CONM1 T MOWER OR PM OMOE PENCE. ART:OB013m000fiB AM000130100ESB �APN OSD,?BS0000 NSTALID.OR VONEI•FTKroNBDCONY OF A MMML 01NoLOmc BET.SOwEDBY M RESCETCE GAMER.AMEND TO GE Ulna 1..01.S LMOMNS.W NN- TOTAL R9 ACES OPPOSE MPG E NESTNM®FOR SUMO(A LMOSCNRIS RAN OI FEMUO mom SHALL GMT E Mani=Moms ARROMEfl SM.THE OEPMMEEN OF PUNNING SERVICES. 1 T24GILPIN$TAEET, P.M OSO,a00000zv PERSECTMNNiotxm OFT S EEDCOUNTY COOL ARABOED. DENVER,CO 00218 5 OAST MITIGATOR THE OPERATORS OF RASE SHALL 0.1.MSO•LY EEIOY THE PRACTICES FOR CONTRODMO OF WORSE DIRT,LEMMIED N THE K,®TED DUST MITIGATION APN:0801303000E� Orel ' RAN PER ECTIW OS4,OxW OPTS WEDCCUPOY CODE AS MEPDELL we01M PREUECf APR oS012M00WT NI UMBIOIOD40GAMES ALL EECITICaONESCM M REMOVED AREA MOLL EWED Ewen FOI DOB.TMEIR Glen WOGS THAT CONECTBETWEEN BOAR r lOCA710N-s.Mf ACRES 03UACTOE.O ORE.COMM OOLLECIOM COW=WOMB*IRON OF MAR MMG THAT ME NO MORE Os FM M PEETMGE.ODE CROON*NBSpIIOSE, 11777007.43 GOF€ET) I.ODOMTE SNAIL MUM*W .n DREAM THAN AFENCE, PIIMA*TONNE REMIND PLAN*CR.NBEOI MF NATO NOMAE ME MID COMM COOL ARA bWL OE PLIED IRON r APM 000A100a1 jl C0.104 OUNTS IO CCOE.COMETS PII<ICQMISWYRrMErIMBI PER SEC118NM,OMICJOFTIE WHO COMM COOS PALM.OMLLPOMETO TEMOPIEDMUD - �,R BOUNDARY- COORYSBNCOD.MAIMCEO I.mONRWTER IWMmBR.THE OPERATOR OF DIE EP WALL COMPLY WITH THE MMWEDFROL DIWI.REPORT AND M REDUPBD SHORN ORI**CRITEIA NIRiDANT T • W ART:090130400002 CHAPTER II RIE AM SOP THEN WE.010 WELD COY MBW AR O OTLO SO CODECRNEIMBN S U E EMIT FRO•10.4.RIB SWAM CNOYTL OMIF TEBOE MGM TOTAL TI.M ACRES MCOLLCTCM■OMMMTEDN HYDROLOGIC A CRESOL OO S BY THE HOWL RESOURCES COIBBNATKIN WINCE BROW PER SECTION 041030O7 Of THE WED APIS 01101EM0000B CONY COD.AS PARSED G.IOGED PEWIT.PRIORI TO ONDTGICTIOI OF THE BEE.M APPICMN WALL APP.FOR MOOBNN AN APPROVED ACOMS PERIM FROM THE WED CORro C9ATMEROP N OM WO•B.MM..TOM PR0•IOE OF MwrES a MIME NV,PER SECTION 22141020cE OFM WELD COMM COOS AS.IAMIO®. FASINS ATIONBYSTBRS.M NATURE AM LOCATION W EXPANSION.THE OB REF MAT NOT FABOYL MMEI V FE WTI ANY IRRI AAT,W OSTBI1 ON.ORA AWR ICI.THE•\ ,APN:0ES13E0p0016 H.SOUR Mtl SO FACILITY, PER SECTION ,M OF M C➢ WELD AR EW D COUNTY CO AN . lD.Iau>I \ WCANI 15.THE SIZE SIMLL ADHERE TOTE ACCEPTED OPEC IM®IONOO AO EaAMAT10N PUN PER SECTION..410E0A10F'ME COUNTY COOL AS AMBLED.WELD COWIN SELL \ MN:Otl130TNlA6 MI'000130400001 NAVE M PEW MDR.TAW MMEWOBIE STANDBY LETTER OF GEED.OR OTHER FOIN Of ooso CA COLLEIY.TO PAY FOR EWMEOOMMO.NM EVENT THAT M MOOT NOT oMmENLE000ODIBMBtlEO AND 1SY]AWTION ACM.*WPM MEMOS OF M BOARD OP COUNTY COBMYOBN ORDER OR IBOUIION GRECTND OEOWE•OM BE MO AND ROMAWTLA APN'OBOSDADWSS i la THE SHE Moms ASRASM B m ACCOMSAHM TI M BM*GIME°PROPERTY MANIMCE PLAN GOLDFINCH APN:OS032000OYD MI ,T.ALL BIONSMALL ACE TO OW ADHERE N.WOO.Of DEN WELD COY CODE _.--APN 0B a.DI31LDo it YPOBDAPEN SHAD.BEIMNTAIEO ITG.MOWMVIENNT Of THE RIOPFAIY,N0LLNO LANDSCAPED ARRAS WRIIN M...off loOROf8 n.YMTE NIAEE SHALL • SOLAR LLC MWS,W REM I NOT LO 0 D TO. MOM.PROMO,REMOVAL OF MEM AND WEED THE REP...ADO MO ..ADO OF NB REWIREDF AMM=TIN MO ORES MES DOWER \ NRSTED,OR OTENAEN EL5KTRWIII M W.. TV .R. MO.OP MDT C LENDP wI YEAR VAEEER OCCURS BORER `AM OMu,0000A8 IB M PROPERTY OM6R OR OPERATOR MAD E EBPOAE FOR CONTROLS.HOWLS WEEDS W THE ERE KARA IT TO CHAPTER M.ARTICLE IMO A Or THE WED m CONY E I_____ __ x THE ACCESS TO DE SITE WWI EaM M1 AITAREDTO WIG* IMPACTS RECIO.WAGES NOM KVA NUGES Amy.OR SITE TRAM. O.ANY HOAK*AT MAY OCdr'ANO.W EMw A., DPON A MUCK RGIISOF.WAY W Pm MAD HEMMED AM. RE USE E OI NIOFMAY E IEEE.M TO 5.00 MWAC elVICINITYIMP G 1 E R109O SHALLE Y OWNER SHALL COMPLY PATNAL OIBF OW NTB PROWLED PIT.PIT. MVI MOLDED ROAD TBAGREEMENTIC£AGREEMENTT 1.,500 •F Ea.WEND COUNTY BwT REBPOEMF FORM IMANTEINNE OF WERE ORAfIME MATED FEATURES. 6.06 MWDC a uN OCONSTRUCTION.O PATTERNS A*DOJO MO '�eS50 THE BODO Moll,.IMAM.TES NO EMIRS ACT.CAS SH*1 E STORED AND REMOVED FOR ALOEMS.NAGAM MaPROIECMAMMOMAEACEMLWMBEWAIERDWTM.MTW. SOLAR PROJECT a GUMS CONSTRUCTS"MU PEMYBR DIMS.OF WMEEEMILL E PERIRTED AT MIS SITE.TDB NOT WANT TO SCUM TOE WASTES SPECIFICALLY EW.LSEO FRO.ME PROPERTY OWNERS CERTIFICATION __.-___ BOARD OF COUNTY COMMISSIONERS CERTIFICATION OB1Mf1OM OF A SCUD WASTE NM SOW WMES OSCDALDIES MC MOIRES TAT.CAS 100.1006 ET.D RSO COMMR0IIOR WASTE MTESMS O W L E HANDLED,DLED,STORED,AM 0EOBAL OF N A BANNER MAT CONTROLS RORIRE OAST,RIORNE PPRHORATE EYI.ROE. MIIIOEBOMED PRDETIYOWNEINST 00WI11EA®YMIB TOMOII O�EORC KOR NO DEEM.MD WXBI P01BIIML NNAINE COMMONS M FACILITY MAIL OPERATE NA60SMNCE VAIN COMER II.MROE I O ME WELD COUNTY COD. DEEIMBR MO1RGICAEEGµ EMEW OEELORMRMM.VgNOBfAED TEAroCER11FY THAT M BOAlIOO COMPS COMMBpMBIB,WED EL OAST AND MGM.PMIWAT BSBBgIB811ALLECWIROIEDTIRC1ONgIRM01MlIONOCOBIMRTONOMFOLOSIV ,LEMON TM7 MOW LS rIL A0� COINIY.MORN*DOES NERESYMOCWENNOAIORTINa1R ES.OIFWID GOIMIPUCIION ADEDMTE TOIET PM]L1110 MORWOWAOI<In IR1118MWLEPRDIO®.PORTABLES IOSEIBOWLMSFAJIOD BYAOFAE11 UC018EDNN80 SOUTHEAST QUARTER /� (L .1 STN0O OEvaaPIMR n,MN MID USE ESRGA REVEw ML LEAEDPIENr COUNTY,COTAN HANDOMI®f.M BRIM FOM PLEAD*m.o.R910EDWIEM COBRUCIIOM B COMPLETED. AA MLi.E.\" 0011 �N��CE"'PR' MM.uo..o,- NMomOMH1IEPEOM PRIM IY`Mr E MOEROMNNwLO0EV w1m ALM11cPNE RLILEOMLEOUA,arE DSTATES MO FE03MlADNmwoMwELDCONR SOD. OF SECTION 30, EBMtE eYS�WBW O' DOMIIj IDWMRDCNWW c. ,'C.x](_. �.-�` A ROOD NTMB DEVELOPMENT PERMIT RUGGED FOR ALL OOETBICTON W°Ems. .00MRWONM RO®UN W FLOODVMY.AO DESEATED W ROE �,� � BERENCYMMWIBIET AO*LTSEAWFIIY COII•Ian PANLMM.aNBTC,M,BF.EFFECTIVE DATE Was E TOWNSHIP 6 NORTH, • /-� OEVELORNWR*MU.CCVLY WITH ALL APPLICABLE WELD=RY RN1IMOENG CMDRFm*ATM CONDIMATON BMIOODUPBEN1a AB DESCRIBED*MILES AND 9 .. -.. OM. OE COUNTYCOMIWSOEIB Ir�""A�\1 NEGUATTOE,CODRADO WATER OOBENOTON BOMBEOAMBOS AS DESCRIBED NRIAES AFC EOLATOS FOR RBSIATORYROOOINT NCOLORAMJa RNA RANGE 64 �./� lu 6� IEMMT06 AND RFOOEIBRE b 0EIOMED N N OR PARS a 03 AHD*MREM DPNTIOMOPDEEIOPMBN MANY MANMADE CHANGE TO IMPROVED OR UNIMPROVED ATTESr:A/ �l�.A� )'`:71MM �MAIENT MD S OJT NOTWI®TaOUEDMSWO1Ra1sIRIC1UES,INTO.OIEDILRlI1gBMONpPILNROEGVAT101{DRBISNEOPEMTIOB.WSTOMDEOf WELD COUNTY, .1CCOO[8]0218 11 rWSDCr�L•ITr4BNro MBDARL .11 li r! a FFAMS RDOWAN•OMARM MG E UPDATED AT AR TBE Mr POOL PRIOR TO TE START CNIbra <MRPLIMMEI.MOWIMI GOOD CONTACT WHO COUNTY TO (40,452°,-104.589°) may.,' , I, OEIrwr EMRDODP.M Om.*INK OEM Man. \ E: A/Y1.Lr.F' DAMES 01/IS/1,4 x MOTION PEWS Wm Be MONM)GRANT NEW COBIRILIIOM.ET UP D IVNUMOUED SMCTIEB.OR MINX*Of LBE OF 11*It WDIMO.21 PER BECK CURRENT. Of L OOOOOOBBBB��UUNNRRNNYVYYCLEM TOMSp ME WELD MTIYMOE.MOMS NONR0LTRB WALOMEOM TOM EOYE@BR1 OFM2LE COM ADORED ATM TE Of NOWT MRRENT . 4 _ 0n POLLOY•B NAVE NMI ADOPTED SY M COUNTY MSNIBNATOW CODES,x18NNINATIONL MGM COEENATON CODE. NATOMI ISGCECKCOOL AND DRAINN°ELDI CHAPTER S OF THE MILD COUNTY COOS A MALMO PERMIT MPTCATION MST E WNLEIEl AID 1WO W COWLER NTS OP ENCORE EDNMB,EMWB M WET RAMP Of MEET MUIEFA *SHEET THE COLORADO E06TBE AR D PEIECM WB'IFIF EB WET OMTIPD FOR REEW.AD ®NM EI 01IEIEB E.IMPOST.PEfRm M p A CODII10O R0AISED BIONSOI.OP AN OPEN MOPE NWCIIW MOLL OE MOO®.A NIROL PENT MOTE INR.FDFO0Rro me START OP CONSIMLTIOH 91EET-1W• COVEISEFr 34.MLARONM SHALL COMPLY WAG M SEGA.FROM OE AD ON WELLS.PER ECTOLb4T0O AB*ENDED T *ES,OPB GENERAL SITE RAN a ONONBPEYBYI®WMPIROPO®,018WUE�lAEDIOAOMEroMFE STRUCTUREOP MOORNM1+AOE ROM IWCTF$CONIY maw',I AO oIwNA[E WEACIFEE AWRMR -_ OIEETa OFI BECTIOIL4a DErAW4 x MPRIRMY OM,OR OPERATOR BHP<LETy 01 MDR COELYNO wpm TIVP DOWNS...DA STAI.YSA D MAGERS3 OF M WRD COON CODE •IEETJ OF• FEN ENO DTALLB camMM PEEQIBL MGM M WED CWMYOFPANIMB100F PLAN•.BENKES.PA9IC WOMB.MIOM MGM M EATI AND EMB.DIEHT OVLL E DRAM.ACM* .MOM PROPERTY AT MR REASOLME TBE MO DER ro EAAUNE M ACTMTI S CARRIED OUT W M PROPBRY CO PLY MUTE.CORONAS S OF APPROVAL MIDEIB80PEM sHEETaoFI ,AMDBDAPE PLIw STAIGRDSSTATED HEMNO ALL"WAKE WED Co0N1Y REGULATOR. 0 ENF FOR PB•NT I1nMaa OEETJCFI BTGNB a MLae IV EEGµ Rom.AEAENLM LOADED TOM RANG SHOWN IMIEM MO 00E1•EO EGAD POEOOMOSTMMIR MOALMLOME WELD THEY RECID.T10.0 wsrANTULMMNOES IIRIIIMFRAMaaeVELSERB1IsrMOWOO,MSIRMW1W nAlED.YW111[MIEEMMIIOVALDMAAEMIFBROFMPBYrMMrRID �EV.NL DEBCNPrEN DATE-- OIEET-TOTE ONL NOTES COMELY BOARD.COOLIY CdWNOOME*FORE NLw 04MSES FROM M PUN OR OE ELOMENT BOIOARDAE PEIVITED.MR ODERMwm BMAI E RM.M - SNEETJOfS OVERALL CM SITE RAN OFFICE OF M DEMMIMR OF RI.•SWSESNCEl SHEETJOFI EROSIONAN06EOIIENTCORNOL NOTES x THE PROPERTY OMER OR OPERATOR MASK ES RESPONSES.FOR COPLYNOVAM AL OP DE FOREGOING DEVELOPMENT STMOAp.NORCOIMILNO WTI AI OF THE .ELT PRAM: IWE00•.DEVELOPMENT MAIOOOB DAY M REASONFOR EVOCATION.M GMAT EM BOARD OF COUIIIY CONMBgEAS. _.. .COIB11UCT10N W AGE PILSUAITTO APPROVAL OF AGM WY SPECAµ REVIEW PERMIT EWL M COMMENCED WIT*THREE RYEARS FROM M DATE OP APPROVAL LMEI 1 OTEMAIG MEWED E THE WARD Of COUNTY 1*0.10ERS*MN MAW M MMHG PENT.WTEPTIC00 us E YAWED.MOREL*RECTOR OBMMEMTOP PRMNM.SBMGB KGG MT M MESON OFTYE TOR GCOO CAGE MOAK LRAM AYMGEN EDIBTBY M LNBMNML N. WIMM W b AUmsoBRWYRWW6MNIIWINNWNWIW •PWMN W OWno*mam rIF.....a.•WYIW W mot mow room mow laomoo., COVER SHEET C.o osrs NWOI no am.P�gIY.•TM Y10rr o oars rally Doom* NaR a>NR SPMA •r a,*flanarne >ReVt3 YItlRrF**w<NCOMMON 1 WN n i R N N M6IA MUW oMN n ...WNt.0 p*.al mM1SOYS INIM INm . ..OPONPd Nam 1.BNIb NWv s° .NW Four Nov hoe NrMeVWM4.Nam. 4 42 In won MS CEY.r•M um by Par M1MFila NiMNNO NNA MMM.N Sow Act gram Mow..to v..Sr Or try Boo*MW PRICES.•M•AE atoll p Km..aM MBs ai ,CaAy OA....m I.Por•.bYmsN......•....1...IN.Ir,r IRSPMN RWNN Prri COL TO. MGMBows.* goad W,M Dq rIV.Woe s•.1*•••.•ar N Co•p C�NarN.r- I ORAL N.1..a GA.Rol II.•NAIEI.N.<os IN goof arFla6a.5N 1 ba*A•••.OBRA IRA Om Am,SS PR..OMIT:4 MG N/ES/]03J IrIIWNb10mIS RN.aof•o U.ABFW Roam Pros.mar. OEOfO)E.C$ III ID toOSY.WE:A<DOMI GENERAL .1 •• ENOSTO E RELEASED,BKOIG PERMITS.DIE APNr.VFT MOSS E SOWEDTWNE,A COIILEIE ACCESSARUCATON FOR ACOSNESOALACOEMOIOWM WTMBNML OltsstAma 1 SHEET - 1 OF 9 (S-1) • A -_.r_..INN, Cor(\'%(A .t��C S b\ \ as ` a� 2026 0118 QL,aGs\ � '�w'"ini�rn USE BY SPECIAL REVIEW-USR24-0002 - _ ---� LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. —. _----------- COUNTY OF WELD,STATE OF CC ORADO S 4 L V 1 D A DESIGN+ ENGINEERING N a181BI OE'SCNPIION _ _ ......- 0 TOTAL MWOC w DESCRIPTION •�••."••r• OWIBLDCP AEOSIIENIV TOTAL IMMO EDOSCG ZONING A6MCUL111ML E PRIVACY 81AT8 PARIZELNO.0NIOTA PAR10101N000NT I OC-AC MTIO 120 PRIMARY LAND USE AGRICULTURAL \ AP WWIFACSURER MP ACCE560RY IAIN USE OE AND GAS PRODUCTION \•\ NOT I NORTH WE OF CARTON FOMM, Wm. �_ .r ,� MODULE MODEL m . -- , -� — NDDI.P VN,T .NDNGDWEAAQ WA WA • SunShare �lir" --. - _ _ -_•—I1__��-� -i �- _ WARM DC VOLTAGE EN,C a NODULE COUNT OW DINE.PARO1f MO- WA - WA • AGOG AG,i. are =\ ""�i11 ,� al - ? �'r' -y I NOOtRFd PER STRING ,T pF1151A[i EON WA F. "fC�— L- I I _ -3r= - .--��I --- N TURER CHINE POWER i NA/ENTER 100-M ZONE - ___ 6� .�� L /NEMER YODEL CPS SC/WM STANDARD SPICES WA WA'.. 1 CO�219, RDDOPIAN .trt_ .-- --r „�- P 1j MENTORCdMS M COMPACT SPACES WA WA ``qq •/� OR1BRE- - = SREMaPYAAY BRINE NOS AOASMC6 WA N/A NODULE NOUMEA; CENTERS.OF O \iC� "MUM IL GRANT AEON?MN/5 TRAC103t LOADING SPACES WA WA r - ` CONFIGURATION n TIE COdO=IXICN 1 '1L r.4i J1• /F _- •�C REG r'�P , 'I RNmuE nYaN IKVI MI CORNER ES. • _ �° II I I, NT H. NOMYTNICE ROORAIFAM,W 1g M , ' I, ' '\ iV. `` (COMMERCIAL PROJECTS N/A WA GOLDFINCH SS t[ --��uu m..slrlwl.Esi RAA91IY1 D'II.I �+.I _s x •agg as Pans woo ONLY) ,OPWIDNEA I I III �� '�• - I """° (RESIDENTIAL N/A N/A SOLAR LLC r FLOWN)"THE PARTCf I - T,E RDOOPIANTIM7 N I /, --�- 4._____.x Zx\\ - NCIONua MRRMUM YNDRIGw wPROJECTS ONLY) ND,PLm,6Ds NOT DN t• ZI 0 L 'VI MD HENHT AA 5.00 MWAC TIE CTEIDIIRRS MRIB . �� D'N' "LLii AMr+i HEIGHT EMd WA WA SIITC.1 N/A N/A HOURSTUMWOF MTION 1 Ilk I ' �6 �T30 H ROO ,, ` ® '.a �zoo A N NDMNR DF EAINOYEES wA wA6.06 MWDC o _ if 1,,, . .iik EJ J I �' .M E ORER USE SPE N/A WA SOLAR PROJECT O - i / NNPdRTIRE ISTPj f I, F NP.PNRDW AWCW PFORMATgN .,, SOUTHEAST QUARTER FrACELyam ooD 1 �`1 II (I III II1l / �,/ / / ' "r::. 'i OF SECTION 30, TOWNSHIP 8 NORTH, ' 1,'INT i I1� / / / / �' TNFawNPANNE RANGE 64 RING CONSTRUCTICN CEN,ENAIEOFTHE oE'TR�N.� / \? -_ - 1NFORAM'PARARq /_�� ,I`/ Li ti _a WELD COUNTY,CO 80218 g LOPE TREE MEE% I,\ \ ' I OIEGN CON6m/CIIOI / 1..�/ % Li 1 FURME ROW '! . li LaLETRaa®c * f JtIVLIS7r /i� (40.452°,-104.589°) r -- / I ~NEMER !if L-\\ ,, •_ 1 �- \I� rs_� I ElN1SIGROW J—Il1E11�f11tL i AO ►iiiii--F _-- \ � -� .�__ — .� \L -- - wri.vow".: OOIMIY ROAD a.-. ,i` • GT-� • :.i 3•i^.-.eU�" ^ !--�T�= N 0�ISSUE FOR PE I�G% \ CDNSIRUCSININRIMNCE PER WELD COUNTY 9-.-•-•4• • ♦_.-._._�_._•-.-•_.:I DESCRIPTION- • ENOSIENNNACOININRSIIDNONNME qtr.,Gam' �- \\ \\ COmEw•'aNI ACCESS SECR111/6P OBTdJTODETMMT4) l . RS ACCESS ROM TR,mu \ WM TURO RADII 1 O GENERAL SITE PLAN r�� PLAN ®N GENERAL SITE s3 . PLAN E 0 NONAGE MI.NOR SS MOM OM SS ORE w/M/ZOTD A H1014V fTAGE WARNING011 I MEI1 P:SL AOO=VP r SAGA PS ROM - T PROJECT LOCATION SHEET- 2 OF 9 (S-2) iiTriwil meicwmn n USE BY SPECIAL.REVIEW-USR24-0002 LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. '"— --______ -- COUNTY OF WELD,STATE OF COLORADO 5 O L V 1 D A DESIGN-T ENGINEERING SEE MN. -, r 1a MIN. COMM GROUND 70 EEN T 1 �..,.. ftZZ AGGREGATE BASE ROAD TO BE COMPACTED TOORNO&W10E WARE OF SUPPORTING TE,000 Las. \:.-.-'::. wM111L Lam PCAVOESMMEONT IC i •- SunShare - COARSE AGGREGATE I=- 1c � 1724 GILPIN STREET, GIIADE LEVEL •MUST EXTEHO FILL WDTH DERIVER,CO 80218 OF INGRESS AND EGRESS POSITIVE DRAINAGE TO SEJI T OPERATION TRAPPING DEVICE OdJ l NSOA ACCRO(TAP.) O TRACKING c CONTROL-PLAN VEW NIB 63 1GfR V/ /f_ swu; / .14 AIOr aMA Oe6Ge10N ! , FRET METER X 1. E.Y NM.PAfDH 70 MN. 5:1 SLOPE T 1720 E24 ANTE VADM 2 25.00 70E PROI A----1 1111 E1NR140 / GOLDFINCH ...'%"- PAVEMENT 2. %!.C�.�G :- , --.-._ . -_ SOLAR LLC le v - CMIN. WON A J BERM FILTER FARM 5.00 MWAC \i \ /`/� TTINGGRao 6.06 MWDC ,// SOLAR PROJECT i ° qv sa .NNGCam+a SIDE ELEVATION SOUTHEAST QUARTER F (///,4 RIr� / OF SECTION 30, 100pm. TOWNSHIP 8 NORTH, 3 •4r ) wMML . RANGE 64 SAIN) 'IAN WELD COUNTY,CO 80218 S za !�:110:1;6;1WPi14%P 1. R �.-.•'_ -..-!- -:•"-, — (40.452°,-104.5891 two e //////////////////////////////////////////////////////////////////////////////////////////////////////% RIBS FABRIC . GROUND REVEL -- . d D mom FOR PERMIT 1V1Bz s & ON SOLAR TPAGER FIEVI710NR Irs TRMiWG CONTROL AA Are — RV PO OESGIP7RN GA • Sx[n TRU 2 TRACKING CONTROL NOTES: SECTION 8 DETAILS 3 I. FILTER T FABRIC SNARL MEET 7IE REQUIREMENTS OF MATERIAL SPECFlGTION 302 GEOTEXILLE, • TAKE 1 OR II NA D SHALL PLACED OVER1HE CLEARED AREA PRIOR TO THE RACING OF 2. ROCK OR RECLAIMED CONCRETE SI8U.MEETON?OF TFFEFOUOVANO COT COARSE AGGREGATE GRADAI N.CA1.G-,CAJ 011 CA/NO BE PLACED ACCORDING TO CONSTRUCTION SPECIFICATION NW.NRU.:s MA ERNL:IS PLACEMENTROCKERSUSINGD I AND CLASS COMPACTION. 3. ANT DRA IAOE FAGUREQUBECAUSEN B REQUIRED BECAUSE OF WASHING SNAIL BE CONSTRUCTED OAN in E., DCCIID W:se IV.AS Seal R ACCORDIO TO MANUFACTURERS URERS SPECAG1ONS. 4 IF WASH RACKS ARE USED THEY INSTALLED AOCOTOIO TO THE MANUFACTURES ° N 110. BPECIFIOATIGNS SHEET - 3 OF 9 (S-3) ii4iui4.7.4 ta'yruoriiito bier USE BY SPECIAL REVIEW-USR24-0002 LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. COUNTY OF WELD,STATE OF COLORADO S O L V I D A DESIGN - ENGINEERING 24.5(TYP.) FENCE INSTALLATION NOTES: L FENCE TO BE INSTALLED N GENERAL ACCORDANCE WITH ASTIR F557.LOCAL FENCE CONTRACTOR TO ALTER ASTN m I I.1 F507 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS. ,■I i - - 1 FENCEF2 ENALLBEGALVAN•ZEDINAACpONICE WITH ASTI/ADM CLASS 2. SunShare 1'. r O �� I- -1u �E Ils I —[ :0 ! I_ S: SmBRN AND PROTECTIVE COATWGS OF ALL FBICE FRAMEWORK SWHL CONFOM TO ASTIR F1887. {i1 I� I I --- 1 T _ 4. EIfIE/D®.END,OR RRL POSE FOOTID YR•WM CONCRETE COMPIESSNE STRENGTH SHALL BE 2.38D PSI MIN. l i ., _I_ IT -�.{ -.J_ �. t _J-+-. i EXTENDED.END,OR PEAL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION _ 1 1 4 f - OF TTIE POST FOR PGST DIAMETER DPTO r. 1724 GILPIN STREET, I' 1 ' M.:. r _ , T 1--_� F.+°`^ {_ __t �:;. fl E%IED®.END.Oi1PULPOST EGGING OF➢fHS/YHI BEAERNYRM10F TBD PLUS NI ADdTDEML TRIO DE HFOR DENVER,co e0218 i � EAd11•Posr HEI7/T INT>➢FASF ABOVE r POST HEIDIIT ABODE GRO1•D. T s 1-_ -1 1 r - 1 I r- I , '- I Oa s t 7. WANG GATE POST FOOTING DEPTHS AND OAIRETES SHALL BE DEfEUPfD BASED ON ASTIR FTKT,TABLE 2AND I ALTERED AS NEEDED BY FENCE CONTRACTOR. - - • --- _ fl IN AREAS WHERE FJOS1Y10 FENCES CONRILT WITH SITE SECURITY FENCE.CONTRACTOR 311N1 REMOVE AND � EF - Z DISPOSE OF E RSTVD FENCE. / ^ S. DISPOSAL OFF STE-NO MATERIALS ARE TO REI4RI ON SITE. •1 �.".- I W 1Q ALL STEEL OR MNI FART F IRON PARTS AND ACCESSORIES SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH 1241L m ASTIR A123 AFTER FABRICATION. F D 11.WARNING SIGNS TO BE INSTALLED AT 100'INTENALS,CONTENTS DECIDED BY OWNER • GOLDFINCH NOTE: SOLAR LLC I. FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION IEDUIREMENTS. 2. A KNOX PAD LOCK WILL SE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN INE ENTRANCE FOR F DEPARTMENT ACCESS. 5.00 MWAC `C 0 ACCESS GATE DETAILS 6.06 MWDC '1 "" SOLAR PROJECT METAL T?QST METAL T-POST METAL T-POST TBD DVL MIN.(TYP.) TB TBD DIA.(TYP.) I , I t 1 I '. SOUTHEASTOF SECTION 30TER D IA • I i- 1 I t I t* 11 I j 1 I 1 . i i ! t .-1.I t - 1 1 11 �+I ' TOWNSHIP 8 NORTH, II : 1 : :, —, 1I• • I� ' I 1 ( ( I i l 1}� 'H i I 1 •• : I . I I f I I + � RANGE 64 a 1 I `i7fWNER +r I �i 11 1 1II T I I WELD COUNTY,CO 80218 E b I - t i F� I t .. -�-�--• I •�� •, I I I i i l _ __- Ir tf. ) I �� - 1 7-71-1 _(-I I I I I I -r 1 t-_.I •t 1.4 1 I--T I_T ! 1 • i r • It L II,,i-lt I if ;ii i- ..l�� fr - •-i, 1 - t At_4 --'.y ..11� _ 11 ` I �_.�-1 f fF l _ a--. - -r (-;rt T �..i 1._ -i, r r1 �t ) �� _�-� { �, I I_ • I V�.. _ r T r i1• ,f-iLI t1 . 1 + -I , .- • . ' -{ itram- 1 141 „ , •'_ ; ,_ I •} - }t llr_1R_i jt5t F 7• \ WW54 • �- S CAME FOR PERMIT 11A1•25 GRADE 2 (CV.NT DESCRIPTION DATE v �L_i_NA-U_G_ 2 �RETE FOOTING TBD DIA(TYP.) S EET ITN: ILE: ORNEN FOUNDATION 1 C7 FENCING 1 30 I 200frYP.) I DETAILS I NOTE: LJ I. FENCING SUPPLIER SHALL PROVIDE FINAL MD SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION r11DA AWL IN OWL R .IN SMC•. .AN•E-SI DAISES IL SCALE:AS SHOWNAN RE-0IKRENAENTB. PA — 2. A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED maw AS. AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS SHEET - 4 OF 9 3 1 ONLY CORNERS AND TURNS TO HAVE CONCRETE ENCASED POSTS,ALL OTHERS ARE DRIVEN FOUNDATIONS. FENCE DETAXB (S-4) B. NB ■ USE BY SPECIAL REVIEW-USR24-0002 _�_.._---- LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. • �---'� COUNTY OF WELD,STATE OF COLORADO VS O L V I D A OE110N+&NOINftt1N0 L. MSOEVNOPAIENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY,COLORADO.THE SITE IS LOCATED ON THE NORTH SIDE Of OUR ,,64& - rr,,CM 94709 WEST OF WCR SI.THE SURROUNDING LAND 6 PRIMARILY BEING USED FOR AGRICULTURAL RANCHING,AND OR/GAS PURPOSES. - c 2. TOE DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND. 3. FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE,DISTURBED AREAS VERMIN THE UNITS OF CONSTRUCTION,SUCH AS ROADCUTS,UTILITY TRFN016,WASTEWATER DISPOSAL FIELDS,BUILDING SITES,REVEGETATED WITH NATIVE GRASS. 4. OTHER MEN WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESOEEDED. - S. SQEETNIG SHALL REMAN REALM AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER_NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUWECT PROPERTY NEE ALSO THE VEGETATION MANAGEMENT FIRM. & FOR SENNIYAND PROTECTION OF THE PUBLKMDWILDUFE.THE RECORDED SOUR FMRTY WILL BE FENCED WITH WIRE MESH.THE SELECTED FENCE SunShare • WRLIIEND WITH THE 1MTNIM ENVYNRIMFNT ANO WILL MEVENT Wl1011fE FAOA FNTERIMG THE SRF CAUSING DAMAGE AND THEREFORE PROVIDING - SECIIRITT DINE IMPROVEMENTS. • Y R Y Y D R I T Y PHOTOVOLTAIC ARRAY 7. CONTRACTOR SNAII N MANTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS & CONTRACTOR SHALL CONTACT'COLORADO ONE'1811 OR 1-806922-198TI TO VERIFY LOCATIONS O ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY RHOS OR SCREENING MATERIAL S. ALL SUBSTITUTION MAST BE MADE WITH PRIOR APPROVAL. 1724 GILPIN STREET. ILL REP.I REPLML OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER,CO 80218 CONSTRICTION I TIT Iy�1 1�1 I�rl)Irrll'r1T!'��T,��' c IL SEMIS ALLDAIMH TOPBOPERTY FROM PUNTING OPERATIONS AT NO COST TO OWNER. ,�IIISI 1111I,i I11�1 Ilrl I 1 1 •N i 1 II ,l•1 1 i11 !111 'IiTll';;, / 1 1 01 / 1 ( 1 1 1 1 , 1 fl1! /l II 11 I I 1 1 1 1 1 1 1 1 � 1„1 ( SI 1/ 1 1 1 0 I 1 1 1,,, 111 ,111 1 1 1 1 1,1� :111 1 ,„. 1�, ,:i,11 .,. ,.1. ,., .T,, 1 1 I I , I „1 I ,.., 1 1,,1 1 - I 11;1 1 1 , II �I' 11 III TURF mix 2029 •:'`, 134We ,1 ,,1;111 11, 111, 1, II ,,i;/;l 'Ii"1' i1,;; 11,;,11�, GOLDFINCH BRAND`��SEED SOLAR LLC 04 v.A..J..4 L.V.1„1. ►I!1 i+:•:.:.:❖I'11I11i1;I'i!::. ... •�' ' ' ' 11 I,;�1 /----- GREELEY,COLORADO 5.00 MWAC All `. i. =:;:_>;:;: ,,,,e,, 6.06 MWDC PRDPEATY LNEB Buiialo Brand �� sro� 10W, 10 , 110. SOLAR PROJECT ,:00:1 L, 1 A mixture of lower maintenance cool season grasses that establish well In SOUTHEAST QUARTER ,5I;Ms-lls' cooler areas below 8000 ft elevation.The lower growth habit of the 1,1,•., OF SECTION 30, I,1,t ;1 grasses lends itself to infrequent or no mowing.Well-suited for erosion TOWNSHIP 6 NORTH, y i 11'I ,; control and transition turf areas. RANGE 64 § U.t..2..1. •- WELD COUNTY,CO 80218 (40 452° 104 )30% Crested Wheatgrass,Ephraim s 25% intermediate Ryegrass.VNS 20% Sheep Fescue,VNS S _ — = - --— - - _-- - 150/0 Chewings Fescue,VNS i ) T 10% Forage Bluegrass,Ginger D IB11E FOR PENNI I101YM8 jlV..In DESCRPTI0N DAIL Drill Seeding Rate '<, °118°"0PIAN ®N 20-25 lbs.per acre NRET MN 1 LEGEND Broadcast Seeding Rate 30-35 lbs.per acre LANDSCAPE PLAN 3 - - ocurnIRSICE .3) p.M q.M.TDRE RaIa®RrY®flsnwmNaaLNnNn Small Areas: e • 1-21bs.per 1000 sq.ft Available in 50 lb,,.25 lb.,and 5 lb.bags Na' Tb P.DA DAM IS DATE:IN/EN/AE) MAN Itit INECNO N:SS SCALE:RS tNRYI �nJ�LLt , _w .., SHEET- 5 OF 9 kwilI.i110RR1r..-.10411,r....l_m (S-5) IRT ear 1•1..YR.4 amass.CO WWI 100.2111.1710.Lm I+011ANM1B.bR..F.Y ►T&BBFTMFV �.�"'�'i::ps—.. rianwciMubnewlrx USE BY SPECIAL REVIEW-USR24-0002 LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. - COUNTY OF WELD,STATE OF COLORADO S 0 L V I D A DISION♦INGINSSIIING LA [B. SunShare II \ 1724 GILPIN STREET, GOLDFINCH r WARNING 724 GIL NCO STRE8 • SOLAR LLC HIGH VOLTAGE - KEEP OUT X PLEASE CALL (XXX) XXX-XXXX PHOTOVOLTAIC ARRAY bS,I `' TO CONTACT THE PROJECT OPERATOR / AUTHORIZED PERSONNEL ONLY / GOLDFINCH SOLAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE. WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION. FENCE SPACED EVERY 100 FEET AROUND 5.00 MWAC PERIMETER OF ARRAY. 6.06 MWDC GENERAL NOTES: SOLAR PROJECT 1. ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL 7 ADHERE TO CHAPTER 23,ARTICLE IV,DMSION 2 AND APPENDICES 23-C,23-0AND 23-E OF THE WELD COUNTY SOUTHEAST QUARTER CODE.ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE SITE AS NEEDED PER NATIONAL ELECTRICAL CODE. I OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 64 GOLDFINCH \ WELD COUNTY,CO 80218 (40.452°,-104.589') I s SOLAR LLC PHOTOVOLTAIC POWER PLANT SUNSHARE COMMUNITY 0 ISSUE FOP PEIVAIT Mt'° DATE SOLAR -- SIGNS g • e MA SOU a MSS ba.:s OSIL ain/m> Mi OI St SS Oeb60 I!:OS ICAU./6 SHOWS woes ma CBI SHEET - 6OF9 (S-6) wif �`� i USE BY SPECIAL REVIEW-USR24-0002 ii(�ii'lwEwriwu LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. ----- --- COUNTY OF WELD,STATE OF COLORADO S V L V I D A DESIGN A INGIHNREING GENERAL CRL NOTES: _., 31. ALL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH UMW FILL TYPES LISTED IN THE 75. PINIC U LOCATION RANWCIS(COLORADO tllI CAN BE REACHED BY DIALING 811 CE F REPORT. 1-80DB21-19R7OR IN VISITING THEN MIME AT WWW.COLOMDOBII.ORG. %~�r�� L CONS-TRENTON SHALL BE IN ACCORDANCE WITN THESE EOICATHONS,COLORADO GENERAL BLALOING 32. RACE FILL MATERIAL IN MAXIMUM LETS OFT TO 6•LOOSE THICKNESS WHEN USING HAND GUIDED COOE,WELD COUNTY ORDINANCE MDTHE RTERNATIDMBINULDING CODE. COMPACTING EQUIPMENT. SURVEY CONTROL(CIVIL SHEEN CNC* 33. PRIOR TO PLACING FILL OR COMPACTING SCARRED SOIL IN FOUNDATION MEAL ALL UNSUITABLE - 2. AU.EARTHWOM AND TESTING SHALL/MINN TO THE RECOMMENDATIONS OE TIEGEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTOR AREAS.THIS SHALL INCLUDE THE REMOVAL 76. NORM:MAL COORDINATE SYSTEM:NAD83,COLORADO NORTH,STATE PLANE,SURVEY FEET. e PROVIDED BY TMACOII CDNSULTMETTMRC PRONEZNO.21165036. OF A.I.VEGETATION AND TOPSON-DEBRIS.LOOSE MID OGTIRBFD SOIL COITAMEIATED SOIL AND 77, VERTICAL QATAR NAC E,FEET.OTHER DELETERIOUS MATERIALS THAT MAY EX5T WEINN THE AREA OF THE NIOPOSED CONSTRUCTOR.7B. ANY COORDINATE SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES. 3. EARTHWORK ON THE STE SNAIL BE ORSDNEDAIO EVMIMTFD BY THE GEOTTORECGL ENGINEER OF 34. H UNDERGROUND FAOURES ME ENCOUNTERED DURING SIT CLEARING,CORTMCION SAL RECORD M-FORI. IMMEDIATELY NOTIFY C{OR SO MAT A SOWTON CAN BE CREATED TO PROTECTMID/OR RELOCATE(E( SPECIAL INSPECTIONS: • SunShareAa UTILITY. BRW U A. THE EVALUATOR OF FARTNWOSE/ LINCLE OBSERVATION D TESTING OF ON-SITE BADE:FILL 35. DRY MID LOW-DENSITY SOL SNARL RE REMOVED OR WETTED AND COMPACTEDRMEACE PRIOR TO A. SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER µDC-EOR: A o N N V N I T Y F o L MATERALMD OTERGLOTEORRGL CONDEMNS EXPOSED DURING ROAD IMPROVEMENT RACING ADDONAL ALL OVER THE MATERIAL 79.E SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM: CONSTRUCTION AT THE DIRECTOI14f D.litV 36. MARK SOKS SHALL RE LEFT IN PIACE RI NONSTRUCTURAL AREAS SUCH AS WITHIN THE ARMY AREAS A.LL PERIODIC VERIFICATION THAT MATRONS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT 37. VEGETATION REMOVAL MALLOW TAR PUCE IN AREAS TO BE DISTURBED.CONTRACTOR SWILL PADS ME ADEQUATE TO ADHERE TIE DESIGN BEARING CAPACITY. 5. WHERE DEVIATIONS EXIST BETWEEN TFIMESMENQRIO/S/DESIGN AND THE GEOTECH REPORT,THIS MRINM OISTLRMNCE OF VEGETATION DUE TO CORSTRUCTIONACTMTHES. 79.11 PERIODIC VERIFICATION THAT EXCAVATIONS ME EXTENDED TO PROPER DEPTH AND WOTH AND 1724 GILPIN STREET.DESIGN SHALL TAKE PRECEDENCE. M. IN LOCATIONS Of SOIL BISRU MIKE RUE TO URTIMOIUL NATIVE TOPSOIL Will BE REMOVED, NAVE REACHED SUITABLE MATERIAL STOCRPNAR ND OTHER REPLACED OR SPREAD ON VIE 79.13. PERIODICCESSIFKATON AND TESTING OF COMPACTED FILLMATERLS. • DENVE_R,Co 80218 6. NOTES AND DETAILS NOTED AS'TYPICAL'SMELL BE USED WHENEVER APPLICABLE.SPECIFIC DETAILS AND A.LA. CONTINUOUS VERIFICATION OF THE USE OF PROPER MAITANLS,DENSITIES,AND OFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICALDETIM3 AND ROTES SITE ACCES ROADS DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. A.I.S. PERIODIC INSPECTION O SUBGRADE.PRIOR TO PLACEMENT OF COMPACTED FILL,TO VERIFY 7. DRAMRMG5,SPEOKATIOMS,DETAILS ARID NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED 39. N AREAS WINRE ROAD CROSSINGS OCCUR OVER AN COSTING U/IRIT OR FIOWANE,UTILITY OWNER THAT EXCAVATION SRE HAS BEEN PREPARED PROPERLY. mama AIo 0O ROT INMATE THE ANM6,METHODS,PROCEDURES,OR SEQUENCE O SHALL BE CONTACTS IDUAYS PRIOR TO EARTHWORK. CAl CONSTRUCTI M NHESSyECRCMLYNORE0. A0. SURFACE COURSE SHALLHAVE A MINIMUMCOMPACTED TIESS OF10.OF CRUSHEDANGULARMFR SUUTALS: AGGREGATE. ILCIANGESORDEVIATIONSTHE DRAMM MI GS,SPECIFICATIONS,DETAILS, DROTES DEPICTED IN Al. RECLAIMEDASPHALT PAVEMENTMAP)SILL BE USEDATIRTOPT OFTN ANY ROAD,MOOREDTO O. CONACTOISHALLSUBMIT CUT SHEERµDDETHLS FORTHE FOLLOWING TO THE OWNER AND C-EOM TH EIB SI ARE WAIU W WNT[OIDUT WRRTEN AUTHoRIATION FROM THE CIVIL ENGINEER OF CONTAIN 10%-25%FINES,COMPACTED AND MATTED TO MEM COOT SPPEOFICATONS FOR A CLASS S OR FOR REVIEW PRIOR TO PLACEMENT: RECORDIGEOIL 6AGGREWTE BO.L PERIMETER FENCE 42. SURFACE CORSETICKNES SOUL RIMME D RED AFITI FULL COMPACTION MO CONSTRUCTED 802 FRE ANO/ORSTRUCTURAL FILL MATERIALS PAO EQUIPMENT PAD EXCAVATION TILL MATERIALS CTO N 9. 00NTRAN RESPOUE FOR FAMIMNm THE MSELVES EMSELVES WITH THE DESIGN DRAWINGS,REPORTS, DRECTLY ABOVE it MOISTURE CONOTO ANDNED. D COMPACTED NATIVE SOIL 80.3. CONCRETE MDI DESIGNS Us.WtlWv µDST- 43. PRIOR TO PLACING SURFACE COURSE,GEOTEXIHIE FABRIC,OR COMPACTING SCARIFIED SOILS IN ROAD 80.4. SEED MIX DESIGNS EXCAVATIONS,ALL UNSUITABLE MATERIALSIMLI RE REMOVED.THIS SHALL INCLUDE THE REMOVAL OF E.S AME NDMENT ENDMENT MIX DESIGN FOR RAIN GARDENS 10 CONTNACTORC SOIELY RESPONSIVE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL DENNIS,LOOSE AND DISTUNRED SOIL CONTAMINATED SOIL µD OTHER INDIRECTLY FROM CONTACTORS OPERATORS.REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS TNT MAY COST WITHIN THE AREA OF TM T PROPOSED ROADWAY ALTERNATIVES: DEPCm MatAWSEPLNS CONSTRUCTIONPRIOR TO IRAONG ML SCARIFY TOR HUI WET AND COMPACT NATIVE SUBBASE GOLDFINCH MATAL R TO IT DEPTH M M INIMU BEFORE ADDING AGGREGATE SURFACE COURSE. RI. THE C-EOR CONSIDER ORV LE CODERALTERM AND TVES FOR MATERIALS D PROCEDURES.HOWEVER,IT IS THE Il. CONTRACTOR 9WLADHERE MALL FEDERAL STATE,AND LOCALSAFET'REGUEATHONS. M. NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO9S%MAXIMUM DRY DENSITY(MDOI PEN ASTM CONTRACTORSRESPONSNIUTY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH, 0698.-1TO 3%OPTIMUM MOISTURE CONTENT. PERFOMANCE,ANDDURABIUTY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN. SOLAR LLC 12. CONTRACTOR SHALL ENACT MEASURES TO PROTECT ANDWEGUARD woRERS AND THE RRLHC FROM 45. AGGREGATE SURFACE COURSE SHALL M COMPACTED TO 95%MOD PER ASTM DHSS,Oro 2%OPTIMUM El. WRITTEN APPROVAL IN THE C-EOR SHALL RE REQUIRED PRIOR TOUSNG ANY ALTERNATIVE. AWAY ONNG CONSTRUCTION. MOISTURE CONTENT. CONSOMTON DE MY ALTERNATIVE SHALL NOT M DEEMED TO IMPLY ADVANCE ACCPTMICT BY THE 46. GEOFFIMC SWELL CONSIST OF HP270 OR EQIIVELAKE. C-EOR.THE C-EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE. 13. CONTRACTOR SHALL MAINTAIN THE JOSITE RI AN ORDERLY,CLEAN MANNER THROGIIER THE 47. SITE ACCESS ROADWAYS SHALL NE CONSTRUCTED AT GRADE WITH AVERTMCAL TOLERANCE OF./-T. COIINIE O THEWORIC AL POSITIVE DRAINAGE SHALL NE MARITAREDACROSSTE ME MATERIAL SPEOFICATIONS 5.00 MWAC M. CDNTRACTORSHALL NOT NOSE LEGAL ENTRANCES OR DOSA9. ONSREIIOIIOWAYSpES SNALLNOi EIOCEED STN 13. COOOT AGGREGATE BASE COURSE TEMPORARY LAYDOWN A/MASI*NEEDED): TAMA703-3 6.06 MWDC ) 15. CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED COMAACIWWSPEOFIGIONS CLAMSFICATION FOR AGGREGATE BASE COURSE SOLAR PROJECT SC R TEMPORARY U RO YOOWN AREAS ARE USED,EAMON A SEDIMENT CONTROL SHALL BE PLACED IN 5 1i. CONTRACTOR SHALL LEAVE THE WOK AREA CLEAN AND MEEOFDEBRISANO TRASH ATDE END OF TEMPOANaANHS-101EASFGHS-15. Le.- F. . .a ,IN,LR EA01 DAY. Si. TEMPORARYTAMOWRMEAS WILL BE[VANED AND GRUBBED ONLY INECESSMY, ew.Me �MM Y a--E • 17. CONTRACTOR SHALL COMPLY WITIHALL APPUCAME CODES AND OROINANCES. 52. SCAMP NXL7NL1NATnEMMATRIALroADERHOI2•ARORECOMPA[T. �� S3. PROOF DULL COMPACTED SLR BASE NATIVE MATERIAL RISING A LOADED TANDEM CURE TRUCK. IL COMAMTOIIRNE9ONLBLEFORPIROTE[1R1GMlCMS1MKl10N5URVEWNGMONUMENRµD M. COMPAcm%sIMIE DEEMED ADEQUATWHEN PRoaROLL INDICATES 1•oRLEssDEFLEcnoN. SOUTHEAST QUARTER sTMmaTBYTEDWWELANrmMTONSFROMEosTRGGRADESASSNowNON THE PLANs'HMI PoER waYIARROrNPORARY uTHEM a REFISCARN AREA WITH AIDWEouDNNTIGATD OF ROAD ioPEaDNsISH ROCK,iwaaNGRnOEOR ®_m_____ OF SECTION 30, RE RMERIATELY REPORTED TOME OYVNERARO C{OR. SEAMETNG OR TELLING ff=r121EIMMIIIIIIIIMIIIIIMII 57. FINAL STAMwTTONOFT pN UYD ArRYoWN AREAS SHALL BEINA DANEwTHSIDTNnUWH TOWNSHIP 8NORTH, CONTRACTOR 8 M. TRACTOR%NLLVERIFYALLDWE11SONSANDMMTRIALQUANTITIESPRIORTOCONSTRuCnow su. ra=cis=loim 9D100ECM Mil RANGE 64 a MATERIAL DDANTTES USTTD IN THE D7L DESIGN ME APPLOUIMATE. AND o 2L CONO SH ALL ANADARKO OPATR [UMCORPORATION,PLIORTOPACINGROADWAY NT GRUBBNG: ®__111111111=1_m_ WELD COUNTY,CO 80218 OR EMTIHWOK WITHIN 2 PEET OF M AREA DICTATED AS AM EASEMENT CORRIDOR,DIMING UTILITY SR SITE-WOE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION O EXISTING VEGETATION OFLDWLINE ROOT STRUCTURES. `A..1. j_-_-_©E' (40.452.,-104. j 21. µADMROPATROLLUM CORPORATION WO SHALL NE CONTACTED 3 BUSINESS DAYS BEFORE S' EELECTRICG LOMYMPEALOAMFD GIN MEASOS SHALL NOTTN ERONMD OWN MASSSE CALD Y• .�.. 57 COMMENOMENT O EARTHWORK IN THE STAID AREAS AREPNESENTATIVE OFAPCWILL ASSESS AOW51GLESITE. INSTNIATION.4RUBMNG NOT BE PERFORMED OHAMAS SCALE i..L,:p• tl E', t... Tl. ,. e ACTUAL DEPTHS MD LOCATORS OF OTLRNS.A OWI5E IN DEPTH OF THE ENSUING UTILITY WILLM IT5 TIEIE ' I ASSESSED AT THAT TINE. f0. MANNA RETENTION OF STHE Roar STRUCTURE ORIIYOTEGSITE VEGETATION. O CLEARED INA SECLONINGTIME PI ESEIIYINEDA THE REMOVAL ANTS AT YFGFTATION. SEEDING( 22. REQUESTS MR BEORENTION(REW FOR DANKCATKIN OF DIE INTENT O THE DESIVISHILRE 6l. CEMMIGSIWLREDEf%IEDMTHE REMOVKO PANTS AT OI ABOVE THE GROUND SURFACE M. SEEDwc wRLREDORE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES,wuNGARDENL 91MEfIEDTOTRE t{OIL RRF SHALL INCUDEADETAHEOWRTEFI STATEMENT 7MTINDICATES 7HE 62. GRUBBINGSIWIBf OMIIEDMTHE IIEMO1lALOROOS REMFA7X THE GROUND SURFACE. AND FENCED ARMY AREA.AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLCABE. SPEOPCDRAWINGSORSROFKATIONSINNEEDOFCIA CATIEIAFOINENATUREODE TEMPORANYSOLSTOCORING: BS SEEONGMTESMOPANTING REQUIREMENTS ARE INCUDEOON SHEET S7. CLARIFICATION REQUIRED.THE C{OR MAXI RESPOND IN WRITING AND REIN CLARIFICATIONS AS NECESSARY.RESPONSES TO Rib 00 NOTCONSTTUTE APPROVED DESIGNONNGES. 63. E%GyATD TOPS01L51WLBE KER SEPAMTFROM OTHFA STOCID'MED MISTRIAL FOR REUSE IN AREAS ,EOJS REQLIRRGTOPSDIL o NMEFORPERIT PMnvaa 23. IF CULTURAL RESOURCES ME LOCATED DARING CONSTRUCTOR IMOIEOOGICALFINOINGS N. EXCAVATED SONS SIWLONLYNESTOCVIED IN TEMPORARY UYOOV/N AREAS. REV PEE DESCRIPTION DATE UNEMTHEDN WORK MALLSfMINTNAiMEA µD TER COPRMCTOSWIMMEDUTLY MOSEY GA. EXCAVATED SOLSSWL/E REUSEOpASTE. �1 PIOIFR MANAGEMENT. 6L REUSE OF EIIUVATDEOIL p45TE SHALL RE PLACE SUCH THAT SITE HYDROLOGY O NOT ALTERED. [ 67. EROSIONDNOW SEDIMENT FOR LEE PROVIDED ODTHFLEHFOR APPROVAL. T ENE 24. OWNERS LONG TERM VEGETATION MANAGEMENT UTIL135 SHEEP GRAZING,WITH MECHANICAL M. N µDSLOMENT CONTROLSFOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH SIDE SUPPORT AS NEEDED.AS SIIOI ANY SEED MIX ALTERNATIVE SHOULD NE GRAZING COMPATIBLE. - THROUGH S-IS. 2 S. POST CONSTRUCTION,CNTRACIEN SHOULD SUBMIT ACME MMNTNANC PLAN DEFINING ALL GRADING: CIVIL NOTES NECESSARY CIVILMARTCMNCE NEEDS ANDONIGOING VEGETATION ESTAYLSRSENT NEEDS TO S SUCCESSFULLY STAMM SEALS LONG TERM AND PRESERVE THE[NIL INSTALL BS. MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED. O. MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE k EARTIMOM NIDICATED ON SHEET 5-9 THROUGH S-15. 71. GRADING SHALL NOT BE PERFORMED IN EXCUSON ZONES. PALL ELM.:S FELL Dolt,35 ARE,W/IN/ELA 2G. COMPACTION STANDARD FOR NAME.SCARIFIED.AND RE-COMPACTEDSROAOS MILL BE 95%BY 72. ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C-201 SHALL RE EVALUATED ON A AEA DIEM CASE BY CAE MSS AS NEEDED. RRWR BR 8J GPO®BY:on SCAM M SUOMI 27. COMPACTION STANDARD FORSTW1CTUNAL FILL BENEATH FOUNDATIONS,SUE ON GRADE.AND SITE RRNWXI N. u ACCESS ROADS SHALL NE 95%MOM ASTM DIS7(MODIFIED PROCTOR PRY DFNSITYN GRASS SWMES MID HWNGARDENS: MODMAYS) M COMP ACTED MAU.RE-INTO NIS OPTIMUM SHEET - 7 OF 9 I MOISTURE CONTENT AS DETERMINED BY ASTM D1557(MODIFIED PROCTOR DRY DENSTY')AT TN TIME, 73. GRASS SWMES AND RAINGMDENS SHALL BE INSTALLED AT THE END OF ARMY CONSTRUCTION TO OF MOMENT AM COMPACTION. MINMQE COMPACTION AND SEDIMENTATION. 7S 29. MOISTURE LONIEMENESIONLESS MKS(SAND)ro BE COMPACTED SHALL BE-3%TOA2% (S-7) lit d OPTIMUM MOSTIRE CONTENT AS DETERMINED MASIM D1557(MODIFIED PROCEOR OM REINT( mum AT THE TIME Of PLACEMENT AIM COMPACTION. TO. PLACE FILL MATERIALIN MANMIM LIFTS Of PRIORLOOSE INKINESS WHEN USING SELF PROPELLED HEAVY 74. TO CONSTRURION CONTRACTOR SHALL CONTACT UTLRY LOCATION SERVICES TO LOCATE ALL RIMY IM COMPACTORS PUBUC AND PRIVATE UTILITIES. L•rTIMIW/RIy moms Paola 0""'n d USE BY SPECIAL REVIEW-USR24-0002 �iaouiawv�rie�owrlu�u �-- LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. COUNTY OF WELD,STATE OF COLORADO S O L V I D A DESIGN.-ENGINEERING I II .� —. -- ..� I GENERAL NOTES ,..A.crAgo,..“ I 1. OVBWLPRO,ECT en AREA-RIS1 ACRES .r..r'r 2 DSfl AR{A-ar ACRES x assn.[ w' ••••!•�• .. • 3. 06ftM�AREAS NCILDE:OMDIM%EXC VATION,PILE. 3>r--'"x� r 'w: Ills pE(ND WINBIf PIIOB. \i;. _ .. _ !�.` =. .r x..^-i 4. IR PIbMNTgN WRIAd Q&IIIMD/OM11S9SW....NOR OnAOMKY OOMPN710N NDISRq OP VEEMTION,AND RESTANUZATCN OF s b _ _ : . Oii1BIB®AIEM. SunShare I`-' IL TOME SHILL NOT BE RBAOYED FROM TIE PROJECT SITE MIND . V Y ••AMt4�•Y Ap�___� ....«.. �� - -«_ ,� T�__it �,-.,r.r�,««r _-'_' I IRIOERENOWN OF BCFN 80LN A/PIDVFO BY TIEANA :�:.`l aF'L= �. M ECM TON=MILL BE SPREAD OBLBRE SOAR XI FROYDE EN . :'.S --=^ _ - Pam'\ ,r* .. - .1- - --'1, R INCHES CD COVER OWOINLLY IDrINO ON TIE DIE OR A MNABr OF POUR=NEB OF COVER F THE ORION&COVER WM PEN. gyp- -`- -rHr N•aSO>•E ,or..1- -R�=t ^ -r- ``__ I' I1 T. FRIMIOVKOF EXCESS TOPSOIL O REQUIRED RANO BE 1724 GILPIN STREET, L I •��' —,- COORDINATED MD MEET OEN PEONS DENVER,CO 80218 ❑` I IJ loos \ OOIIIOLRI LIMP) . 1I II S PRONGS ENSIGNS SE UNWED BY B®SN AND/OR OOLONG -I :J ` ,� a NOMI ALSEOETATIONINY I®TO SE RBtlVED RE0Rro / \ \\ 6 '\•„ \�-� i CONSRUCION AREAS TINT ATE NOT CEIWEINNUNI®NWL BE • i T f f \ \ iNQIADroAMINrYOBLE FOR NL/1EE. '�,y� a' �_` 1I I la TALON NBPONBdE wRBEDOR OREON DFO THEO qo.. II Tn .�\ YEDETATION,RDTDIEAEEOWwXeBED DR GORED.TO THE EXTENT Q FRADOCABLE I I -`� �� \ tl. VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT ,y�• CENTERLINE OF III' ' I • -``\�Xa\ ` -_ •\ \ i it BpN1MY 4q,y[+� TIE OODIE Nf(?I 1 Aw.« -` \ ...._ A.�I .1 I _JJIJ 'JJlld=� LF/EETkSI ----- f I I 12 COI.IRACIO BY TSA YE ONLYVLYETAT AThSF INNIlE \ DESIGNATED BY TIE OWNERS P@RE9BRATNE FOR REMOVAL ND L�', /(' I t 1 111 + ' `!_ ` II Ii SHALL ENROBE CAE AROUND WETNB VEGETATION TO BE SAVED. \ / ` • `. I Q •\\. \ \ I :I I CONBTRUCIION FENCl10 MAY BE INSTALLED TO PROTECT AREAS I ,� \ ` I ,2 BURNING O MAL NOT OCCUR MINUS APPROPRIATE / i-`_;__(J`,/,``/,J, I '\ \ . ` \\ \\ TINIAN NOT TO BE DISTURBED. I. '� J PONDS ANDwEB1ApRDYA1 GOLDFINCH-�(•••.• I •5) \ 1 - ,..ANAL STABILIZATION SHAD_BE ACHIEVED WIZEN A UNIFORM SOLAR LLC I S - VEGETATIVE COVER WRTI NI NOMDUAL RANT DENSITY OF AT LEAPT 'I' �'L'r�w�'-�-�- I 11+•,F� 70%OF FIE DISTURBANCE LEWIS,ONEQNAHR PERMANENT ',t:�; I PIIYBMAL B108IOl1 REDUCTION NETIIDIJS HAVE OEM EMPLOYED IN r.I , ,DM1YRZONEA •• EI ,,:,� - \I \' *.4 j'` \ II 11 All NEAR OF DISTURBED GROUND. 5.00 MWAC ROOORAIII.TIE PA11f6 I1 liktt ;xl NOON ne)i LGNTN . R ,IEwEIERNM"RCa \� —�-� —— SyrI _la 6.06 M W DC r � _ - - y SOLAR PROJECT _.— • III:,• - ' -7,- \•I - - - - !IF; � LEGEND - - > y I i i �I 'I 6 00 E"" `"O"°° SOUTHEAST QUARTER meow (Mil (up I I — N rr .E OF SECT160N 30, 1 / MEMO.Dw.) - - I - S _ I _ NTY .T TOWNSHIP NORTH, a I RANGE 64 ` y I\ �, / / / -SIPIi ® NFAMYYYANaY WELD COUNTY,CO 80218 ;; OYAIBLtAIEallo01LAD .:' s P""La�FA"Pw,n ""si S� r\ ( I 11-I — — .' BI,E 00.452°,-104.589°) F wNTaw BELT ON \, � -' ' / / / / 0 ,,j AMwLT S LAEBS SRRQWI ) ,J� fy-(x� i� '� ' I 11 AS AASOMEEEaXN p DIIBIYE(IT /• 1 tl I I , ® ANmNLAN CENTERLINE OF THE ••,2}ram 1 ® CON101A RYP.) R I° I' —G-- MOM . - �,� S - % I DaNWICNI LONE TREE fJEB! •• 1 . , 4 ....................._ I , Ea,YAeroIiLN ,_____-1 1 �� II Ii NUMBER SOU TYPES SO)L ; 0 ISSUE FOR FENR f1nvM ,.,..--,,..�'r :'� _ - ~I 1 / II , KTVAN LL1AEoroiPBCBIf B17P® BB (EY RID OESCRFfCN DATE PROP AEDE ELOPE \ ! 1 i, II R♦ IBWBEONLDAAIroareallRNOPEE 8 c r :..^I .10 ,T ,: PROP LEVE.!ONAGER f1YP.) / II 41 TOOPES -C 9RD„II �""4 BOTIONMOM-E •- .. •'-. I - Iir/ FUME ROW el OTERO BANDY LOAN.1 TO PERCENT SLOPES A ' I OEITN.Y ,Ns PRO►IABIE SLOPE-,-"`-I SD OTBq SADY LOAA,S TOS PERC&R SLOPES A ;!li -- ;= =--,'"aAP11�,�0",_L,"o"R E II I *WORT DATA FRpI OVERALL CIVIL SITE PLAN 5 ��,- •j � Z.-e ,` BOROY WOIH-R ,/, I USDA INTUNL RESOURCES CO/6BiVAlCN SERVICE \ . ..\ - --1-., . WELD COUNTY,COLORADO �+r' `A ` ,I fl -- Nlo,.MUSSMa. O.:a RNR. /M/]011 1 \ '— �.r — -- -'..r +.._... �...n M...a.._...,...-. �.w r. . IR-,I W:L CMS..GO SC..AS ACM \ •� CONTROLS=BITM/ICE I • RAVABG NO. '' � =• PLB>R TO DETAIL,� SHEET- 8 OF 9 4 (S-8) OOVER,>LL CIVIL SITE PLAN sA r-,mo 79 IRO nir ®N ++sBLYa •: - ;ri iiii - USE BY SPECIAL REVIEW-USR24-0002 ■l+REiMSWiNYEIWCA6M7�tlY■11 LOCATED IN SOUTHEAST QUARTER OF SECTION 30,TOWNSHIP 6 NORTH,RANGE 64 WEST OF THE 6TH P.M. _,_,-... ------ - COUNTY OF WELD,STATE OF COLORADO S 0 L V I D A DESIGN-T ENOINEBRING EROSION AND SEDIMENT CONTROL NOTES: PERIMETER CONTROL BAPS: Ow*...med./ma 3 UM •ws.t•SS•r 04700 ALL EROSION AND SEDIMENT CONTROL WORK AND IMPS SHALL ADHERE TO THE FOLLOWING DOCUMENTS: 30.PERIMETER CONTROL BMPS SHALL BE CONSTRUCTED BEFORE UP-SLOPE GROUND COVER IS REMOVED. 1 COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT(CAP)NO. 31.CLEARING,GRUBBING,AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER G REMOVED. 2. WELD COUNT'GENERAL ORDINANCE. 32.ALL PERIMETER CONTROL MIN STU L BE PLACED AS CLOSE TO THE CONTOUR ASPOSSIBIE 50 THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT • SunShare 3. WELD COUNTY CONSTRUCTION AND ENGINEERING GIKDEUNES. MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL IMP ME DISSIPATED ALONG ITS LENGTH. A. URBAN STORM DRAINAGE CRITERIA MANUAL(USDCA VOLUME 3 LATEST EDITION).PUBLISHED BY THE • I T Y MILE HIGH ROW DISTRICT. 33.ENDS OF PERIMETER CONTROL IMPS SHALL BE BROUGHT UP-SLOPE SLIGHTLY SO THAT WATER PONDING WILL BE PREVENTED FROM FLOWING MOUND THE IMPS. 5. ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND 1724 GILPIN STREET, ALL FEDERAL,STATE,AND LOCAL REGULATIONS. 34.IF USED BENEATH A SLOPE,SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE. DENVER,CO 60218 STANDMDSTARINATION NOTES: IS.SILT FENCE SHALL RETRENCHED IN.THE TRENCH SHALL BEWITH ATIRENCHER.CABLE LAYING MADE 6. FOLLOWING INITIAL SOIL D/SIURRANCE OR RE-OLSTURBANCE,PERMANENT OR TEMPORARY MACHINE,%JONG MACHINE,OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STAMUZATION MUST RE COMPETED W ACCORDANCE WITH THE STOMP. UNIFORM TRENCH DEPTH. 7. ALLSTAAIJZED AREAS SHALL M INSPECTED BY ACERTIFND SWAP INSPECTOR. 36.WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ME COMBINED INTO ONE RUIN,THE END POSTS SHALL BE CONNECTED TOGETHER.NOT SIMPLY OVERLAPPED. TYPICAL CONSTRUCTION SEQUENCE: 5MIAA 32.SILT FENCE SHALL ALLOW RUNOFF TO PASSONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILL.IN N. INSTALSTAMJZED CONSTRUCTION ENTRANCE. RUNOFF FLOW,ONE OF THE FOLLOWING SHALL BE PERFORMED.AS APPROPRIATE: S 9. CLEM(GRUB IF NECESSARY)SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS(IMPS)ONLY. 321. THE LAYOUT� OAF THE SILT RUN OF IIFLT LT FEN FENCE WALL LL AL BE E PLACED NGED UPSTREAM ex,.,m,xxxr 10.INSTALL TEMPORARY PERIMETER IMPS. 313. ACCUMULATED SEDIMENT SHALL BE REMOVED 32.4. OTHER PRACTICES SHALL BE IMPLEMENTED. II.ROUGH GRADE ROAD(SI AND LAYDOWRIMATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON-SITE OR OFF-SITE SOURCE PER PROMISED GRADES PROVIDED TO CREATE ON 33.SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF O -- MAINTAIN POSITIVE DRAINAGE. THE HEIGHT OF THE SCUT PENCE. GOLDFINCH 12.INSTALL STABILIZED CONSTRUCTION ROADS. 34.All STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BAP SUCH AS SILT FENCE,FIBER ROLL,OR SOLAR LLC SEDIMENT LOGS. 12.1. STASUZED CONSTRUCTION ROADS ME CONSIDERED A IMP.IT IS THE INTENT OF THE DESIGN THAT 35.SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPEOFICATONS: STABILIZED CONSTRUCTION ROADS ME INSTALLED PRIOR TO GRADING.ARRAY CONSTRUCTION, ANOEQUPMENT PAD CONSTRUCTION. 35.1. MINIMUM TENSILE STENGTH=120 LIS(ASTM D4632) 13.CONSTRUCT THE SITAR PLANT. 35.2. MAXIMUM ELONGATION AT 60 LBS.•15%(ASTM D 4632) 5.00 MWAC 35.3. MINIMUM PUNCTURE STRENGTH=50 LIS.(ASTM DAB33) 14.PERFORM TEMPORARY STAMUZATION SEEDING OF DISTURBED AREAS IF REQUIRED. 335.4.5.5. APPARMNIMUM TEAR SISTRENZE OPEN AO MS.((ASTM D ASTM 533)1 3) 6.06 M W DC 15.CONSTRICT PERMANENT IMPS. 35.6. MINIMUM PERMITTIVITY•1X10-2SEC-1(ASTMDM91)35.7. WATER FLOW RATE•15 GAL/MIN/SO,FT. SOLAR PROJECT • 16.STABILIZE ALL REMAINING DISTURBED MEAT WITH PERMANENT VEGETATION OR SITE SPECIFIC ISA. UV EXPOSURE STRENGTH RETENTION•70%IASTM G4355) VEGETATION AS NOTED INCLUDING TOP SOIUNG.FERTILIZING.AND MULCHING.IF REDIMED. 36.ALL PERIMETER CONTROL GNPs SHALL BE REMOVED FOLLOWING FINAL STABIIZATION OF THE SITE AND 51 17.REMOVE CONSTRUCTION ENTRANCE,COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DIME. SOUTHEAST QUARTER g ENTRANCE. STORMWATER CONTROL BMPS(PERMANENT): OF SECTION 30, IA STABILIZATION OF ALL MEALS DISTURBED BY REMOVAL OF IMPS WILL BE PERFORMED PRIOR TO FINAL INSPECTION. 37.PERMANENTSTORMWATFR CONTROL BAPS INCLUDE GRASS UNED SWALES. TOWNSHIP 6 NORTH, M33.PERMANENT STORMWATER CONTROL NAP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND RANGE 64 • 19.ALL MAINTENANCE PERMANENT BMPS SHALL RE CONTROLLED BY SITE OWNER.CE OF THE FINAL SITE AND DETAILS ARE INCLUDED ON GILD SHEETS(GILD O 200,GIL201,GID-202 MIDD-.GBD-203, GA300). WELD COUNTY,CO 80218 20.IF THE SEQUENCE OF CONSTRUCTION AND THESE INSTALLATION G MW WED BY THE DAAORIG. THE SEEDING: CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING, - EROSION AND SEDIMENT CONTROL PTAH.THE STOMP DESIGNER SHALL UPDATE THE STOMP.THESE 39.SEEDING WILL NE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA X. (40.452°,-104.58�) / CHANGES SHALL BE APPROVED ETV THE AIR PRIOR TO IMPLEMENTATION. SWALES,AND ANYWHERE SOIL 1 DISTURBED INCLUDING IT BEYOND PERIMETER FENCE. 40.SEEDING SHOULD BE PERFORMED WITH A MOTLL SEED DRILL OR EQUIVALENT IN THE ARMY AREA 6 INSPECTIONS AND MNMTEMNNQOEAOSHONILSEDIMENT CONTROL IMPS(TEMPORARY): Al.IN AREAS THAT CANNOT BE SEEDED WRH A DRILL.HAND SPREADING OR NYOWSEEDIN'MAY BE PERFORMED. e. 21 THE DESIGNATED SWAP INSPECTOR SHALL INSPECT ALL POINTS PNTS OSTIMRED MEAS. 42.GRASS LINED SWALES SHOULD BE ROTOTILLED.SEEDED BY WIND,AND COVERED WITH AMUL„I UNTIL 5d MATERIAL STORAGE ARMS,STRUCT11ML CONTROLS AND CONSTRUCTION ENTRANCES/EXITS IN SEED HAS GERMINATED AND SPROUTED. ACCOROIICE WITH THE APPROVED SWAP.ALL OBSERVATIONS AND INCIDENTS OF NON-COMPUMACE, CORRECTIVE ACTIONS,AND MAINTENANCE SHALL BE RECORDED IN THE SWMPRLSPECTTON REPORT. ARRAY AREA SEED MIX: - 22 INSPECTIONSOF BMPY SHALL BE DOCUMENTF0 AND SIGNED BY THE CERTIFIED SWIM OR RAND 43.ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION PROVIDED TO PROTECT MANAGEMENT AND CONTRACTOR. EC.2-TEMPOMRY AND PERMANENT SEEDING(TS/PS/AND FOLLOW THE WELD COUNTY GUIDANCE PER THE WELD COUNTY MSA POLLUTION PREVENTION PAN MANUAL. 0 IMBUE FOR PETMNE I III V25 23.IF IMP INSPECTION REPORTS DO NOT IDENTIFY INODENCES OF TIORI.COMPIJANCE,THE IMP tEV.IC DESCRIPTION MTV INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACINTY IS IN M IN CORPUCE WITH THE M.SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, y C CGP AND THE SWAP. AND ANYWHERE SOIL IS DISTRIBUTED INCLUDING IO BEYOND PERIMETER FENCE. -- --, SHFE nOL 24.IF REQUIRED,MAINTENANCE OF IMPS SHALL BE CONDUCTED BY A CERTFND SWMP INSTALLER AND A5.SEEDING SHOULD BE PERFORMED BATH A HYOROMULOIER OR EQUIVALENT IN THE RIMY AREA SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION. 1 25.MAPS DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ME ONLY AN ESTIMATE OfWHAT EROSION AND SEDIMENT 3 NEEDS TO BE TMPLEMENTE0 PRIOR TO AND DUNNG CONSTRUCTION.IF MAP INSPECTIONS IDENTIFY CONTROL NOTES 5 AREAS THE PROJECT SITE WHERE PROPERLY INSTALLED BAPS ME NOT CONTROLLING FLOW OF SEDIMENT OFF-SITE,IT 15 THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTNE/PRACTICAI 6i IMPS WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING. POI.NRN,A PRIG.DM.:SS Ali M/2S/1013 16.EROSIONAN REQUESTT ED BY GS ARE SURER TOIIFIED IONAL,STOMP NEW SP AND,ORMU.ALTERNATIVE SHOMS /,. BAPS WHEN REQUESTED OR APPROVED BY THE ENGINEER,CERTIFIED SWMPIMSPEROR,OR ANAL. ONNIN M L cJNi>t[o B>.w SCAM AS R moon 111 ON • 27.IT IS THE RESPONSIBILITY OF THE CENTRED SWMP INSPECTOR TO IDENTIFY AL INCIDENTS OF 9 N -COIAPUAN COR RECTIVE RRECTIVE ACTIONS,AND MAINTENANCE AND ENSURE THAT PROJECT SHEET - 9 OF 9 3 k' MANAGEMENT IS ALERTED TO ALL ISSUES. 20.SEDIMENT SCULL M REMOVED WHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER •BAPS. 29.MOMENT TRACKED OF-SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED (S-9) SURFACES WITHIN 24 HOURS OF DISCOVERY. rirmmme. Hello