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HIIVALA RESIDENCE UTILITY SERVICES <br />GENERAL NOTES <br />I ALL NAIR. LAE 1g000N901 MALL E N C01GNNE N1H,11E LATEST STANDARDS ND <br />9EOM1901 611E CITY 6 LOUSY.. COLORADO .N111011 OF TRANSPORTATION. ERl9NC9.AL <br />FIE PROTECT. RECOMMITS, AID AP9ICABL STAR ND LOCAL ST6NNDS AND SPEGEICAMIS 110 <br />.TRACTOR SAPS HAVE N POSSESS. AT RE JOB 9R AT ALL TES NE SPED CDR( OF .ROVED <br />RAM STAAD M NO 9£011CA1DNS 11ff OVERACT. SHALL OB1AM MITTEN APPROVAL FOR ANY <br />VARIANCE TO INE ABM DOCUMENTS NOTIFY ENGINEER OF ANY COMET. STNOAR. O SPECIFICATIONS <br />11 RE DENT 6 NEI.NIICING STA.A. C 9E0NCAR. 111E WE 51RN61R O TNR .NEI <br />MOM DETAIL O 9E9EMON MAIL APPLY <br />1 CONTRAS. SM. COMM. NO .NUN EMERGENCY ACCESS ROUTES TO THE 91E AND SIRUMPF AT <br />ALL VES PER RE APPLE.. ORSDICMNAL FINE PROTECT. DISTRICT RETIREMENTS <br />A THE COTTACNR MAIL OMAN. AT RE CONTRAMS EXPENSE ALL AMU.. ODES MFHSS. <br />51AlOND 51T *0TTONS 110 * 1 WIGS ER 1H. AFE'EGER.. TO PERFORM IE PROPOS] NPM <br />0EUR6. BLN NOT USW 0 M A LOCAL A. STATE CAONO9IER MOW. AND COLOR. OPARRENT <br />OF 1PALM NO EMNR.NWT (CORE) STERNA. D54LMCE PERMIT ASSOCIATED ...RUC. <br />ACIRIIT <br />1 iFE .TRACTOR SR. BE RESPONSIBLE F. NOW. THE REQUIRED PINNY (OMEN ONE. <br />RPFESNTAN£ NNP50N9 <br />IRCT EC1. GEOROEN1#RMIRYNCAL OCNER. A D/CR MIRY MT) <br />M04 1 <br />AT LEAST a HOURS M. TO START OF ANY CONSTRUCT. PRICK 10 BACK... AND AS EOUEED BY <br />JUILISCIET1**01 <br />W1 AUT19JTY ALO/DR PROJECT9ECIRCATONS THE CONTI.. SHALL CONT. M <br />NMIEMATM <br />16 TNMDN THE FEWEOT AS REPAND BY 11E STA]ONOS APO SPECPON.. <br />5 TE .OATON* ROUIOS <br />OF61OJG MIMES ARE MOM NI BASO <br />TIE NPRO%NATE MCATO ON .YANOE BY <br />OILERS NOT ALL TES MAT BE MINN TE CONTRACTOR MALL DETENTE TE EXACT SZE LOCATOR <br />NO TIRE 6 ALL EMSM UREIES METER SHOWN ..T BEFORE CONMO. NPM TE CONTACT. <br />90LL BE FULLY .RESPONSE. DAM RESPONSRESPONSE.F. MY AO ALL DAMES AM COSTS WEN MIGHT OCCUR BY <br />TE CRIU <br />TC14P5 E0NDRE TO DALOCATE AND PRESERVE N. MITES AALL ITES ME CONTRACTOR <br />SMALL RCMALL PUBLIC A. PRIN. OEM COPNNM NO MM. THE MCA1W .AIL MST. <br />MITE• SAmi TO PRCEZEONG TNM GRADING NO CONSTRUCT. ALL MVM PERFORMED IN TE IAEA 6 <br />UEITES SHALL EE POBda9O ND 140ECTED ACCOIDMG M TE 0EVNRIENTS 6 ME UTL11Y OMA <br />LIE91S TIE C.IRACT. MOIL F ESP N9EL F. LOCATING AND YAPPING ANY ERSTE UTILITY <br />(NCIIIRD DEPTH) W. WY CV0UCT NIH TE PROPOSED C.STRUC*NN 041 F. REOCn1W <br />OMB000INTEREOMBAS DIRECTED BY TE FINE. CONTRASHALL .ALTAR A. RECEIVE APPROVAL <br />FROM Of APPR.ANRUi1 0 COAT.IMRE RELOCATE ANY ENCODE.. UTILITIES CON . <br />TRACT <br />RESPONSIBLE F. s0RNCE COMOT.S A. REMAND AND PLCO.ECING A0FC1ED DRAB AS <br />11UwNA*ED MM MINT ueu AID/OF MOTET. 0 011X0 NCIH-NNOPI MUTES (REPRO. GAS, <br />CABLE EEG 1.1 CONTACT MOM UPoON NSCO BE LE A LTFO MITT PSYRRPANCYTI OR CCONTRACTOR NAI CIHOURSPR.mTO <br />046.0.11 ME CONTRACT. MALL WMT TE ORM MTFDAIW CENTER 6 COLOR. <br />(I -I00 -N2 -ND] M NLL.G) <br />6 RE JOB <br />TACTOR SMALL BE SLIM. NO M.D. RESPONSIBLE F. 110910 AT A. ADAC.00119TO <br />TE J B SIE 19 11MD SAFETY 6 NL PERSONS A. PROPOOT .RING ME MORINIGE 6 TE V. <br />RE CONTRACT. M. PREPARE A TURD CONTROL RM F. OFFER NO/CR MUNICIPAL APINNAL AND <br />PROVIDE ALL LENTS, .OS BARRENES, *P10G MGEN . OPER DEICES NECESSARY TO PROVE FDR <br />RSD SAFETY TLS RECTUM 1T 91.UL APPLY 0 90 PROMS. <br />aY IPO NOT BE .TED TO MITRAL 01KRUM <br />*10 <br />HOURS SHEWl CONTRACT. AGEFS M CRARY NM DE PROMS.5 6 ME TRAFFIC CONTROL PAN AND ME <br />LATEST MTNN 6 iDE'Y1INAL ON 100101 TRAFFIC CONRRE DEVICES CHAPTER VL FOR COMM. <br />SWAG NO TRAFRC CONT .Ill TEMPORARY A. 910*10PENMEN, MAPIC SOLS SINAL COMPLY M THE <br />TR ALOD S SLE ON INFORM TAFFIC IF IAPNEAEE. PACT MNIHERs Ir S.. SON CET. NM TO LETTERING <br />0 . SIGN <br />TRE CONTRACTOR SHALL E RE9.9BIE FOR . 0NC ANY 001AOMAI1040.x16® ORM TE <br />CONSTRUCTION 6 NT PORT. 6 MIS PR.ECT 0000/0111 9190 FE PUMPED MED REYGED AM <br />.POSED 6 N A YIINFII MDI Car Nm CAUSE FLORIN] 6 MS.G STREETS N. EROSION . <br />ABUTTING PPffFX9E5 N ODER M CONSTRUCT THE WRS MIN CH THESE PIAS. TIE <br />CCM.. S FE9ONSBLE NRH OBI.. AND COMPLYING <br />YING MM ALL APPIOab PENIS FOR <br />GROUNDWATER Dna.. <br />5547 <br />DE EASING NO PROPOSED EEVAINNS . MTMGN 5000012900505.911041 ETC . <br />AS MO. IEEE <br />nE BASED 01 EXTRAPOLATION OF nan SUR. DATA AND COMING MINIONS AT OMEN AREAS NO <br />SLR FEMMES011410DR M. HAVE FORMER N.C.AND APPRO. BY M0RR PRIOR TO <br />PARI] TROVE 1MS ADNSMNS AS ...ED Br DINER M PROPOSED GRADES INVERTS ETC <br />MAY E NONMED TO PRUBN PONDNC ALL 0 90D1R MST RRGM POKING A. PROBE ROME <br />551914 <br />Mn M. AMT RGA EMS. NO PROPOSED BNENGS. MALS, ROOF ORM .RISS ACROSS PINES <br />• WKS ETC TOWARDS ME PROPOSED MENDED MANAGE ROTES CONVEMEES <br />FINAL LAIR 6 RETIRED ED ASPHALT smut A. PAT.ING MAY VARY 114 RROA00 l* AD.0111 ON PAM <br />RN0RACNM R PRONOF SMUT AJO PAT.E . <br />MT1 ACMEVESTE ORANAE A SMOOTH <br />TRANSIT. M USING ASPHALT MMN A[4PTML DAVE SLOPE STMDAOS PER MGM <br />PPE00 NN HGONT.TAL CNTPONES 90TH A1* FRED CEN. 6 STRUCTO. E.6 FVTED <br />0(0 <br />O0 SECTIONS ETC. SE STRUCTURE DUNES FUR ENACT HVIZPNAL CONTROL LOCATED R IS <br />S <br />R CA.. FOR IDAJSINAM <br />G ACM. PPE LENGTHS TO RNnM <br />T RR <br />S NO GM 0 6 RARm <br />DO .TONS, <br />NL SUR .US MAIFRILS TOYS, A. TEMPORARY STRUCTURES MN19ED BY ME .TACTOR MAIL FE <br />RIMED FEDI THE PROEM' SLR BY TFE MOR.OR ALL EM AND RUM. CAU. BY THE <br />*00010 N5 6 THE CONTRACTOR M. F 0.0NO i1 ADURING OCCDD DG CONSTRUCT. <br />MENnES SIVE. BE REST: ED M IT TONAL COMMON, MMM a HOURS 6 PROECT OGHEMN <br />11 LRE CONTACTOR 6 E.GED M PRIM. A. YA01AN EP090I AND .011M CONTROL MEASURES N <br />ACC6ONME MM 11E LOLL AMMIC1EN TLE STATE O COLORADO URBAN DRAINAGE AIO FLOOD <br />ONT. DISTRICT MAN STORY .ANNE 4x101 ANNUL .EWE 3 THE 11-5TN0A. PVNS 6 1N <br />SAW EPMRBNI Cr TRAN90RTA1NH AND ME APPROVED 0094! CONTROL PLM 1FWICMMAL <br />ANY *0491 TIE CONTRACTOR M PRONE AMTWAL 409. 11X150. REAMS TE <br />CONTRACTORS EMPNS DE M N.M. EROSION PRM¢IS . P ITR NAM M NOT MET. AS <br />NIOEO TE CONTRACT. D RESPONSIBLE FOR PROEING RT AND EBR. UDEN RUFF RW LEAPING <br />AE SPT: NO F. KEEP. AL ROM AREAS FREE CP IRV AND DEBRIS ...RAC. IS FE90N9EE <br />F. E-ESTABL0INC MAL GRADES NO F. FEMORO ACAME.AIED 9RNNTAT..011 ILL TURAS <br />AMONG APES AND DE10TON/4TR .ANY MEAS 112ACIO SNL ROANE IEP.MY ER0341 <br />CCP.. WASTES AND ROAR MEAS A5 RETARD X010 VEGETA. IS BUMMED AND ACCORD BY <br />ONIER A 009 moss -sail <br />le ULAR TO mEcnoN OF <br />TRAWL MANNED GRAE 0IF0CACCESS. WALKS NKi E SOR MAX P <br />D MIm i D.C. E 110511. <br />1.1101 GRAM 6 ALL N.A. RIPS IS NT OVER A RAN1M 6 NSP MAM1 A GRADE AT RAM LM <br />PM. MOLLY 3M N ALL RECIWS MIRACT. M.TFY OMAN PR. D PLNR016 <br />RATE. 6 SR COMPS C 1SCOPNOES MCH PREIENT MEAL ECO. GRADES R1* 004 <br />X4(1050 ALL &NPS GENTS AND RING 9011 BE CQISR11C10 N ACMDA.E NTH CU&01 MA <br />STNONDS HNQCIIP RAMPS SHALL C.C. M COOT II -STANDARDS (SLE ETAS M-600-1 EIC) <br />11 THE CONTRACT.9IAIL NR09 11E E1REER . EMD A COMFIT SET 6 CONSTRUCT. RECORD <br />DRAINS (SSS -646110) FOR TE CONSTRUCTED IER050101S THE PLANS MALL E MALTID LP TO SOT <br />SUMMIT DI60ON TES M EASONISY PE1I0T SEA. FAMES FOR ALL BALED FAMES TO <br />.0091 CITN <br />FUT. TE PAM SNS1 <br />L MOM FINAL COML. AT P40/DRANILE PEATES (AS <br />ELEVATE.. <br />0001 <br />NO EOPED N A COLORADO PLS* MANGLE PPE. 1 NET LOUTS I.R. GRADE <br />OfVATN 11 *L SIZES 6 ILL DIMES Aw AM VARAATRS FROM TE APPROVED NAA OLNFER TALL <br />FROWN FOIL IEMD DRAWINGS N OVER A. MNCIPAUTY <br />SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST <br />COUNTY OF BOULDER <br />STATE OF COLORADO <br />ABBREVIATIONS <br />AASH. .F6CAN ASMAnw 6 STATE NGOPAY <br />HD TRNSP.IAT. OFFICIALS <br />AC ACRE <br />ALT ALTRNAR <br />AMR. APPRO0.1E <br />M. N ARCHITECT <br />RET VALVE <br />ASM �C TY P. TEST. <br />TTERLNS <br />ASPH ASPHALT <br />Awn AMERICAN NATER YG«s AsmGAmH <br />EIFP BACKFLOW PRVENTIM OVALE <br />LW BLocv <br />M DER <br />B . <br />RP E. MANAGEMENT PRACTICE <br />BON BACK W. <br />BMR BA9IENT <br />5 FW VEAlOA1 CIR1E <br />E EW VEAMH CNE ELEVATIONELEVATIONBONSS SYN VEPTCAL. STAT.slA <br />BY BOP. 6 HALL <br />CCW COUNTER °L .1% <br />COOT COLORADO EPARMMT . TRANSPORTATION <br />CP NOH PPE <br />GT C SI.CTMM SPRIT <br />• ONT. <br />4A CLEAN <br />LIP CORRUGATED PETAL PPE <br />IIID CONCRETE MASONRY 011T <br />CCNC G&WT <br />CONCRETE <br />CONT OLAP .s <br />COR CORN, <br />CY CUBIC Y.S <br />COAG ELENTOH <br />RNE1M <br />DOG DUGONAL <br />O 0001 <br />OT DUCT. <br />EST IRON E <br />• .AXING <br />DIE DM <br />051 CR FAME <br />D D. <br />FEC ECONTRC <br />ELL .ROY.. UN <br />EJ EVNSON AMT <br />ELLVAIAN <br />ELEC EIECIRICAL <br />E.R DGE6 C R <br />OEE <br />10 EQUAL <br />EWP M.NENT <br />ESMT EA ENT <br />EST EST. <br />EVC EPR VERTCAL CURVE <br />ETRE EO ENVOI CURE ELEVATION <br />EVES EPR .TICAL CORE STAT. <br />EN U EACH <br />AMT <br />DIST EASING <br />RS FLARED END SECTION <br />191 ROOF <br />M. CAM <br />FE 11.ANI <br />RONNE <br />MD F.NDAT. <br />FPS FEET PER SMO <br />FRT <br />FTG FOOT. OR TOTE <br />GN. GALL. <br />GN.V <br />ULVNNZED <br />GOGROUND <br />60 GALLONS PER DAY <br />GM wLLUNS PO NM <br />CY GAR VALVE <br />I0E NMA OEN91Y PE1ER115FAF <br />LAM HEI. <br />E HORIZONTAL FIIPiOAL <br />HYDRAULIC .DE EAE <br />IURZ HORIZONTAL <br />IT0 N. PONT <br />MARE MNTBAT. A. <br />AR CDUMNINc <br />09. NON OMMER LIE <br />HYO HITRUN <br />N4.0 <br />D NSE DANRR <br />NSA NSVT. <br />NV MEET <br />FR RINGATIOH <br />LEGEND <br />KB KICK.. PROPERTY LINE <br />010 <br />MOT <br />MT LAE <br />KO MM�CI,. CENTRE <br />LEFT CR U. PRMACK <br />L.. LANDSCAPE IWM.MOPK <br />U IdfIA FOOT 100 -RM ROMP. <br />LP MAR PCIS . Lw POINT 500 -HEED ROOM.LRL Lw .ATR LE.YATCMIN - - - <br />RANT MAN.ANCE sn'NDl LEE <br />E <br />Mm MATERIAL <br />SK YnX04N PANG L f - <br />RECHANEAL OFYO 9JISn6 FATE <br />RFR YNPJFACNRER OEM SUBSIWA. FEATURE /f////H////// �'�•• ' - <br />IN YNNDF AB.ON UTILITY <br />MH NIYW <br />01 *12100NOJS <br />M.ANDAL AMT <br />PROPOSED EXISTING <br />.NTH . x.MPO <br />NA .T AMEN. <br />CC .T IN CONTRACT <br />PT WIC. PPE MRLM <br />NTS .T TO SC. <br />ENTER <br />OUTSIDE DAETER <br />OH °MEAD <br />• .1091E OPT .TONAL <br />PC PONT 6 CURVATURE <br />PO PONT 6 CUM RENIN <br />PE POLYETHYLENE <br />PI NERSECT.if <br />PL POMPLN <br />PREFAB PRMA.OATED <br />NEN RUAMARY <br />MEP PIRPMAIOH <br />PPROP FO M.G3D <br />PRESSURE REDUCING VALDE . <br />PRD9RE M. VALDE <br />PSR POUNDS PONDS PER S5tl1DD. II r <br />INCH <br />Pi POMP TIMM <br />MMI C PONT OF �OCI <br />PORE <br />INT pn�Tw1MSCn. <br />RENT OR RADIUS <br />RAD R.5 <br />RCP RIT.R613 CONCFEIE PPE <br />ROOF .Ax <br />TEDE OFERENCE <br />ER RCT.L.R <br />EE RKORCM <br />RREOD OWEREWIRED <br />SAN <br />SD <br />SECT <br />SEC <br />SO N <br />N P <br />SY <br />55 <br />SST <br />SR <br />SALT <br />SM <br />STOORAN <br />SLTTON <br />M.. PROCTOR DENSITY <br />TECIRGTON <br />SOU. M. <br />S.AE FOOT <br />.ARE YARD <br />SWART MMA <br />STARLESS STEL <br />STEEL <br />ST.MMATR MANAGEMENT PEN <br />SYMEIRICAL <br />TR TRUST Bl. <br />iW RHP BAIX 6 CURB <br />TN TAVRARY BMOMNM <br />TBP IEP.ARY <br />• TE CE BANK <br />LOC TOP 6 CONCRETE . <br />TOP .CURB <br />i0t GR 6PPE <br />TOTAL <br />M 166 MALA <br />THP TYPICAL <br />.0 TRE <br />A. CONMM <br />YNOR CONTOUR <br />SPOT EOATW <br />MANfl. OR SWL CENIERME <br />SLOPE ARROW <br />STONY .NN <br />ROOF ORAN <br />UID. DRAIN (1;81 <br />NOB DRAT (SON) <br />FOUNT. RAN (PERF) <br />F..AMN DRIP (so.) <br />SANTARY .ER <br />SANT. FORCE MAN <br />MST. MAID <br />NON-POT.E LAYER <br />ELECT. <br />MRNEAD ELECTRIC <br />GAS <br />FBEO.TC <br />CAONE <br />RE <br />MAITRE TREWS. <br />TYPE C INET <br />TYPE R INET <br />TYPE D MF <br />GP I6 RIO T <br />COB NA <br />.NET <br />AREA RAN <br />RPRAP <br />FRE IMPART <br />GATE VALVE <br />MAID METER <br />IEE MM TRUST BLOW <br />BOO MTH TRUST BLO. <br />REDUCER <br />ENO CAP .1 MUST END. <br />MT PGF <br />SIGN <br />S./CATCH .w TRANSIT. <br />ASPHALT PAMYENI <br />ASPHALT YLL a ONLAY <br />BENCHMARK <br />5550 <br />z®x <br />o , <br />isirm <br />A <br />N <br />A X0190 HAVIRR ELRAINE 6 551265 FEET FOR TE NGS CONROE PONT EFT0O NOT 9(01Y PMTN <br />TOPOGVN. O.MAT. WAS PROM BY RA.OxS W PROJECT NUMBER 16-67 IR DATED REDRUMY <br />33-2016 ON1BMW FOUND . BOWA FORBAA MMA RD FUSEL CAP LOCATED AT ..EST <br />WRIER 6 Lm 1 IS BLOCK.1 THE MESS CENTER AT CTC MM N 19 AMU. BEM. 6 SM]]0 <br />PROJECT CONTROL <br />AND 0EIALPFcomOM.m. <br />TE ., NCRIZOITALRTS 9DM ON ME1P0 N.DNATS Q BAS. ON ME Rm.= sum), <br />BASIS OF BEARINGS <br />A RCD EARN 6 SRN 1011 F. 1E FEST LINE 6 Lm 16 <br />VICINITY MAP <br />SHEET INDEX <br />CO 0 <br />C10 <br />CI 1 <br />CI 2 <br />COVER SHEET <br />UTILITY PLAN <br />UTIUTY DETAILS <br />SITE DETAILS <br />CONTACT LIST <br />WC INNA <br />TORO SPIRE ROAD <br />LOUTS.. CO MI <br />encOaccentrr cam <br />YCNOPAUTY ON OF LOUISVILLE <br />]a MIN MEET <br />LONSVILLE CO X031 <br />DYER. FORES <br />(oe 335-4611 <br />wwnPlow 91eco 9w <br />IRC o.o. YUDOc CAPE CIN MYER MANN ESGN <br />• UNIFORM RR CAPE 61e JACKSON STREET <br />U 11,0.6000 ELECTRIC LAFAYETIE .80026 <br />UM UIUtt DAM HEINRICH PE <br />303) 710.3201 <br />AVO VERTICAL done Ohanoha k.cam <br />VC PONT 6 `ERTEN CURVATURE <br />MST ME OR MOM <br />5/ MIM <br />5/0 WITHOUT <br />MOCV M lEli .IFFY cow Ra VOLAE <br />MATO SR. RUM. <br />AKAMAI <br />ISSIMEM <br />01 <br />w <br />LIU <br />z <br />, <br />VCO <br />�y <br />0 <br />cep] <br />�o0 <br />J <br />= W <br />s J <br />II- o > <br />0 <br />, Y <br />issue DATE <br />PrIMINFR.4.0. VMS <br />MTV .4111,11 <br />CITIMMIII911.0 VMS <br />17117.1.M.714•44 MPS <br />IYDB NO- /6010 <br />CITY OF LOUISVILLE <br />F <br />N <br />BY <br />DALE <br />DDOAE T APPROVAL DIES. <br />COVER SHEET <br />CO.0 <br />