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Home My WebLink AboutSite Plan,a E l E E d ! e .9 2 ! ! I 5 .9 E 9 2 9 59550 rlralau WARNING IIII CONTMCTOR TO FTELO VERIil ALL EX15T. UTILIT1ES VERTICALLY AND HORIZONT{LY PRIOR TO CONSTRUCTION, THE CONTRACTOR IS TO CONTACT ENGINEER IF AW EXISTINC UTIUW INFORMATION DIFTERS FROM DATA SHOWN IN THE PUNS. o ,' '"iln)',q' : -'1,/ '{" DROP EL 5943.0 sLoPE @22 CONTRACTOR TO INSTALL ilO WAY CLANOUT ANO ENEND SSER SERVICE TO BUILDING CONTMCTOR TO ENENO ELECTRICAL SERVCE TO BUILOING 6gq7 5942 '/- 'Y 5943 5948 5944 5945 5946 5947 CONTRACTOR TO ilIEND CAS SERVICE TO AUILDING 5949 +I 't) ,r..1 ,f CONTRACTOR TO VERIry EXISTING GAS IINE ANO ELECTRIC SERVICE STUB =f EL 5952.6s i p CONTRACTOR NOTES: BY ffE ACT OF SUBMIfrING A BID FOR frIS PROPOSEO CONNACI, THE BIDDER WARRANTS ffAT BE BIDDER, AND ALL SUBCONTRACTORS AND MAERIAL SUPPLIERS H€ INENOS TO USE, HAW CAREFULLY AND frOROUGHLY REVEWD BE DRAWNGS, SPECIflCANONS AND ALL OffER CONMACT DOCUMENTS AND HAW FOUND EEM COMPLEE AND FREE FROM ANY AMBIGUINES AND SUFFJCIENT FOR OELIWRING NE PURPOSE INENDED. BE BIDDER FURBER WARRANIS HAI IO ffE BEsI OF H.5 OR HIs SUBCONNACTORS, AND MATERIAL SUPPLIERS' KNOIEOGE, ALL MAERIALS AND PRODUCIS SPECIFIED OR INDICATED HEREIN ARE ACCEPIABLE FOR ALL APPLICABLE COOES ANO AUfrORNES. CONTRACTOR IS TO CONTACT ENGINEER AND OWER PRIOR TO CONSRUCNNG ANY IEMS BAT REOUIRE A CONRACT CHANGE OROER- frE ENG]NEER SHALL NOT BE HEID RESPONSIBLE FOR INFRASMUCIURE PLACEO BASEO ON ASSUMPNONS AND NE CONTRACIOR IS RESPONSIALE FOR ALL UNUry RELOCATIONS. BE LOCATION OF ALL EX1SNNG UNINES SHOM ON THESE PLANS HAS BEEN BASED UPON RECORD INFORMANON ONLY ANO MAY NOT MA]CH LOCANONS AND/OR DEPBS AS CONSMUCED. frE CONTRACTOR SHALL CONTACT frE LOCAL AREA 'ONE CALL' SYSEM, OR EE OMER OF EACH INDIVIDUAL UNUry, FOR ASSISTANCE ]N DEERM]NINC EXSNNG UNLIfi LOCAIONS AND OEPfrS PRIOR TO BEOINNING ANY CONSNUCNON- CONNACTOR SHALL FIELO WRIFY LOCANONS OF ALL UNLITY CROSSINCS PRIOR TO BEGINNINC ANY CONSNUCTION. PROJECT NOTES: IHE CONTMCTOR OR SURVilOR WLL OBIAIN A DIGITAL COPY OF THE CAD FILES THAT REPRESENT THESE IMPROVEMEN'S| SANDLIN SERVICES, LLC AND IT'S NSOCIATES TAKE NO RESPONSIBILI} FOR THE LOCATION OF THESE IMPROVEMENTS IN ANY COORDINATE SYSTEM, DIGITAL FILES USED TO PRODUCE THESE PUNS WERE PARTIALLY CR$TED BY PARTIES OTHER THN SANDLIN SERVICES, LLC AND ARE NOT INTENDED FOR USE IN CONSTRUCTION STAKING. VERTICAL AND HORIZOMAL DAiA SHALL BE INOEPENDENTLY WRIFIED BY CONTUCIOR'S R,P,L.S, SANDLIN SERVICES, LLC US ENOAVORED TO DESIGN THESE PUNS COMPLIANT WITH ADAADLR AND OTHER ACCESSIBIUry REQUIREMENTS, HOWryER, THE CONTMCTOR SHALL NOT BE REIIryED OF ANY RESPONSIBIL1fr EOR CONSTRUCTING THESE IMPROVEMENTS COMPIIANT WTH ALL APPLICABLE ACCESSIBILIry STANDARDS. IF frE CONTMCTOR NOTICES ANY OISCREPANCIES BWEEN THESE PUNS AND ACCESSTETL|W UWS/RULES, HE tS TO STOP WORK IN IHE Ng OF CONFLICT AND NOTIfl THE ENCINEER IMMEOIATELY FOR A RESOLUTION ND/OR RWISION TO THESE PUNS. SANDLIN SERVICES, LLC SHALL NOT BE HELO RESPONSIBLE FOR CONSTRUCTINC THIS SITE COUPUNT WTH ACCESSTBTLTry UWS/RULES REGAROLESS OF WBAT tS SHOWN rN THESE PUNS. 27 o ,,€ CONIMCTOR TO VERIry EXISTING SSER SFRMCF STUB LOCATION ANO DEPTH o l ') I I CONTMCTOR IO ENEND WATER SERVICE TO BUILOING EXISTING WATER SEryICE STUB SANDLIN SERVtC€S, lLC TBPELS F|RM #21356 4501 WHISPERING VALLfr DRIVE UNIT 27 AUSTIN. ft 78727 'l I I LOr 41 I RON BRI DGE 8Y DAIE REVISION DESCRIPTION .\ PLANNED UNIT DEWLOPM€NT PHASE ilI, RECORDED AS RECEPNON NO. 6OAJO9. SECNON 1, TOMSHIP 7 SOUB, RANGE 89 ffiST OF THE 6fr, PRINCIPAL MER]DIAN, COUNry OF CARFIELD, STAE OF COLORADO t+4 A NACT OF LAND SIIUATED IN LOT 41 ACCORDING TO NF PI AT OF IRONBRIDGF UTILITY CONSTRUCTION NOTES I. frE CONNACTOR SHALL CONTAIN HIS CONSNUCNON OPERAIONS WfrIN THE L|MTTS OF CONSnUCION (ON LOT ANO WfrtN RTGHT OF WAy). CONmACTOR SAALL NOT OPERATE OUTS]OE THIS AREA WIHOUT frE PRIOR CONSENT OF frE PROPERry OMER(S) INVOLWO.2, frE LOCATIONS OF UNDERGROUND UNLINES HAW BEEN PLOTED BASED ON UNLITY MAPS, LOCAES OR OBER INFORMANON PROVDED 8Y UNLIry COMPANIES ANO ACruAL FIELD IOCANONS IN SOME INSTANCES.3. IT IS frE RESPONSIBILITY OF frE CONRACIOR IO CONTACT ALL UNLIry COMPANIES FOR FIELD LOCANON OF UNUNES PRIOR TO CONSNUCNON.4, A[ UNUNES, AOfl UNDERCROUND ANO OWRHEAO, SHAL! REMAIN IN CONINUOUS SERVCE NROUGHOUT BE ENTIRE CONSMUCNON PERIOD.5. frE CONNACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMACES TO, OR INftRRUPNON OF, SERVCES CAUSED BY CONSNUCNON.6. CONNACTOR SHALL COOROINAE AlL UNUry LINES WB ftE RESPECNVE UNL1TY COMPANY PRIOR TO CONSTRUCNON.7. WATER ANO SEWR PIPE JOINTS SHALL BE MECHANICALLY RESNAINEO TO REOUCEfrE RISK OF JOINI SEPARANON IN frE EWNT OF EXCESS|VE DIFFERENTIAL SETIEMENT. WAER AND SEMR EXENSIONS SHALL MAINTAIN A M]NIMUM OF 10 FT 8- CONTRACIOR TO LOCATE EXISNNG UTIUNES AND NONFY ENGINEER OF ANY DISCREPANCIES. I OT CRADINC AND DRAINAGT NOTLS 1. EXSNNG AND PROPOSEO CONTOURS ARE AT 1 FI INTERVALS.2. CONNACTOR TO WRIFY GRADES ACROSS SIE TO ENSURE ftAT frE INSTALLATION OF THE ORAINAGE IMPROWMENTS ARE IN COMPLIANCEWfr frE INTENT OF ftE DESICN RECOMMENDANONS ILLUSRAED HEREIN AND ON EE DRAINAGE PLAN. 1% MINIMUM SLOPE SHALT 8E MAINTAINED OWR PROPOSED CRADE.3, frE ENGINEER SHA[ 8E MADE AWARE OF ANY EXSNNG CRADESBAT MAY NEGANWLY IMPACT frE CONSNUCTION OF frE CRADING ANO DRAINAGE IMPROVEMENTS-4. frE CONRACTOR MUST iMPLEMENT BEST MANAGEMENT PRACNCES (BMP'S) TO M]NIMIZE BE TRANSPORTANON OF SEDIMENT BEYOND frE LIMITS OF DISruRBANCE-5. THE CONRACTOR SHALL CONTAIN HIS CONSNUCNON OPERANONS TO IHE AREA WfrIN frE L1MITS OF OISruRBANCE, frE CONRACTOR SHALL NOT OPERAE OUTS DE frIS AREA WfrOUT frE PRIOR CONSENT OF frE PROPERry OWER INVOLWD,6- COMPACTION IN EXCAVATED AREAS SHALL AE 952 STANOARD PROCTOR DENSIfl AS SPECIFIED IN BE CEOTECHNICAL REPORT.7, AE UNUNES AS SHOW, MAY NOT REPRESENT ACruAL flELD CONOINONS. frE CONTRACTOR SHALL CONIACT ALL UNUTY COMPANIES FOR FIELD LOCANONS OF UNLINES PRIOR TO coNsnucnoN.A. ALL SPOT ELEVATIONS AND CRADING CONCEPTS SHALL BE FIELO WRIFIED PRIOR TO CONSTRUCION. ANY OEVANONS SHALL BE COORDINAED Wff ffE OWER, ENCINEER AND LANOSCAPE ARCHIECT. 9. BE CONTRACTOR SHALL AOHERE TO ALL CEOIECHNICAL RECOMMENDATIONS- 10. DESIGN BASEO ON 6" OF EXPOSED FOUNDANONS/SLAB CONCREE M.N,vuv wrts 6 FT oT |ALL AwAt rRo hr HoiE wfttN ffE flRsi 5 FT OF PERVOUS LANDSCAPING AND A MINIMUM SLOPE OF J" OF FALL AWAY FROM THE HOME WfrIN frE FIRST 10 FT OF PAVED AREAS. MAINTAIN PO9NW ORAINAG' AWAY FROM SMUCruRES IN ALL OIRECTIONS AI ALL NMES. 11. AN UNDERDRAIN IS NOT NECESSARY FOR FOUNDANON DESIGN. ROOF DOMSPOUTS SHOULD DISCHARGE MLL BEYOND frE LIMITS OF BACKFILL. 12. ALL LANDSCAPINC ANO IRRICANON OESIGN GUIDELINES DEflNED WffIN THE IRONBRIDGE HOA DESIGN REVEW BOARO GUIDELINES WL! BE FOLLOWED OURING ANO AFER CONSNUCNON OF HOME 13, A REPRESENTANW OF frT CEOEHNICAL ENCINEER SHALL EVALUAEfrE COMPACNON OF IHE FILL MAER]AL AND OBSERW ALL FOONNG EXCAVANONS PRIOR TO CONCRETE PLACEMENT FOR 8EARING coN0tTtoNs. EROSION AND SEDIMENTATION CONTROL NOTES 1, CONRACTOR IS RESPONSIBLE FOR INSTALLAION ANO MAINTENANCE OF ALL EMPORARY EROSION CONNOL MEASURES. 2. DUST CAUSED BY EXCAVANON, TOPSOIL R€MOVAL OPERAIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLEO BY frE CONNACTOR AT HIS EXPENSE. frE ENCINEER OR CITY MAY REQUIRE ftE CONNACTOR AT ANY NME TO DISCONNNUE CONSMUCNON ACNVN€S UNNL DUSI CONDINONS ARE REDUCED TO BE COUNry'S sAnsFAcnoN_ 3. MAINENANCE OF PROPER DRAINAGE ANO CIEANING EMPORARY SEDIMENT CONTAINMENT DUR]NC frE PROGRESS OF frE CONMACT IS ESSENTIAL- ANY DAMAGE OUE TO IMPROPER MAINENANCE OF SA]D ORAINAGE PRIOR TO FINAL ACCEPTANCE OF IHE PROJECT WLL BE THE CONMACTOR'S RFSPONS R]I IW 4. BMP,S SHALL BE INSTALLEO SEFOR€ ANY EARE DISruRBING ACNVNES COMMENCE- 5. SIORM WAER DISCHARGES FROM CONSMUCNON ACNVNES SHALL NOT CAUSE, HAE frE REASONABLE POIENNAL TO CAUSE, OR MEASURABLY CONMIBUTE TO AN VOLANON OF ANY WAER QUALITY STANDARD 6. CONSNUCNON SHALL BE PHASED IN A MANNER TO LIMIT EARff DrsruREtNG ACIVT|ES (.E. THE ENIRE PROJECT SiE SHOULO NOT BE DISruREEO IF CONSNUCION WLL ONLY BE OCCURRING IN ONE PARnCULAR SECnON). 7. SEDIMENI CAUSED AY ACCELERATED SOIL EROSION SHALL AE REMOVED FROM RUNOFF WATER BEFORE IT LEAWS frE coNsnucnoN slE. A. BULK STORAGE SRUCruRES FOR PETROLEUM PRODUCTS AND ANY OfrER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT PROECNON TO CONTA]N ALL SPILLS AND PREWNT ANY SPILLED MAERIAL FROM ENTERING STATE WAERS. 9. THE EROSION CONNOL PLAN SHALL BE CONTINUOUSLY UPDAED TO NEFLECT NEW OR REVISEO BEST MANACEMENT PRACNCES (BMP'S]) DUE TO CHANCES IN DESICN, CONSRUCNON, OPERATION, OR MAINENANCE OF frE CONSNUCNON SITE. UPDAES MUST BE MADE WTHIN 72 HOURS FOLLOWNG ffE CHANCE IN BMP'S. 10. THE CONRACTOR SHALL TNSPECT frE CONSnUCION S|TE (NCLUDTNG ALL BMPS, STORAGE CONTAINERS, AND CONSNUCNON EAUIPMENT) A MINIMUM OT EWRY 14 CALENDAR DAYS AND WTHIN 24 HOURS AFER A PRECIPITANON EWNT OR SNOW MELT THAT MAY CAUSE SURFACE EROSiON. 11. THE CONNACTOR SHALL (EEP A RECORD OF ALL INSPECNONS ON SJE AND AVA1LAELE FOR REVEW BY CIry STAFF- ]NSPECNON REPORTS MUST ]DENNFY ANY INCIDENTS OF NON-COMPLIANCE WffftE TIRMS AND COND]NONS OF frE PERM T. 12- SRAW BALES SHALL NOT BE USEO FOR PRIMARY EROSION OR SEDIMENT CONTROL (l.E, SNAW BALES MAY 8E USED FOR REINFORCEMENT BEHIND ANQflER BMP SUCH AS SILT FENCE). 13. BMPS INENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO frE SLOPE, 14. ALL BMPS SHALL BE CLEANED WEN SEOIMENT LEWLS ACCUMULATE TO HALF THE DESIGN OF frE BMP UNLESS OBERWSE SPECIFIED. 15. ALL PORTA_POTTY STRUCTURES MUST BE FIRMLY SECUREO Wff #4 REBAR ANCHORS OR EQUAL. MUST BE PLACEO AWAY FROM FLOW LINES OF STREET, SWAL€S, RAIN GAROENS & AWAY FROM INLETS. 16. STOCKPILES OF SOIL OR OfrER ERODABLE MATERIALS MUST BE MANAGEO SO THAT STORMWAER DOES NOT COME IN CONTACT WffffE PILE AND POENNALLY WASH POLLUTANTS OFFSIE. AI A M]NIMUM STOCKPILES SHALL BE ROUINELY ETTEO ANO/OR BLANKEED AS MLL AS INCLUDE AN EROSION SOCK PERIMEER AARRIER TO PREWNT WND EROSION AND SEDIMENT MANSPORT OFFSIE, STOCKPILES frAT ARE INACNVE FOR MORE ffAN 7 OAYS WLL R€QUIRE SOIL AINDER OR HAW MUCLH/MULCH TACKIFIER 17. EROSION CONROL ELANXETS SHALL BE INSTALLEO ON ALL SLOPES EXCEEDING 3:1. >€s (o/so LEGEND v \47 OC +t ------_- / ROw + o I SS N 6 NOTEO GAIE VALVE 6 NOTED DOUSLE SERVICE S]NCE SEMCE PROP SPOT ELEV. GRADE CONTROL TOP OF WALL TOP OF CURB BOTTOM OF CURB TOP OF SIDEWALK 000.00 o.o% G.c. TW 000.00 TC 000.00 BC 000.00 TS 000.00 D S o I 4 ryi A SCAIE 1 = 10 ]F DRAWNG BAR DOES NOT MEASURE 2" 594e -tt'"CEOTECHNICAL NOE: REFER TO THE H'P KUMAR INC SUBSO]L SruOY FOR FOUNDATION OESIGN FOR LOT 4] OF IRONERIDOE FOR INSRUCNONS AND RESTRICTIONS ON GRADING AND DRAINAGE FOR frE PROPERry. FLOODPLA1N NOE: NE ROARING FORK RIVER FLOODPLAIN DO€S NOT EXIND TO THIS SE. NO FLOODPLAIN ON frIS LOT PER FEMA MAP PANEL #080205]4658 EFF, DATE JANUARY J,1986 WAER SUPPLY NOE: flE IRONSRIDGE SUBDIVSION IS SUPPLIED FROM A MUN]CIPAL WAER SYSEM AND NO WLLS ARE LOCAID OR ASSOC]ATED. SHEET 1 oF1