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<br />Orange Water And Sewer Authority
<br />Util'dy Notes for Sotrthem Orange County Senior Center
<br />• Standards and Specificetfans-All consttudion shall be in accordance with OWASA Standards and
<br />Specgkatlons dated August, 2003, latest revised version.
<br />• Please be advised that OWASA approval of this project is for compliance with OWASA Policies, Standards, and
<br />Specfications only. All other matters pertaining to this project are the responsibility of the Design Engineer.
<br />The issuance of this lager does not preclude the Develeper, Project Engineer, Contractor, aratherAgents or
<br />Parties acfing on their behalf from full compliance wqh OWASA current StandaNs, Specficatkns, and
<br />Procedures or from comptying with any and al statues, rules, regulations, and aMinanses which may be
<br />imposed by other gavemment agencies (locel, state, and federoQ which may have jurisdicgon. V(otatwns will
<br />result in the OWASA Projed approval being rescinded.
<br />• Prerondructton Conference -A precondrucfion conference wgh the OWASA ConsWcdon inspector is required
<br />before beglmm~g any water or sewer utigty canshudion.
<br />• Field Changes are not considered approved by OWASA unless revised plans have been submitted to OWASA
<br />Por review and approval. Cantrackrs that proceed with consWctkn prior to this approval do so at their ovm
<br />risk '
<br />Project Acceptance -In addglon to a Final Inspection approved by the OWASA Canshucfian Inspector, the
<br />lalbwing dacements must be received and approved by OWASA before acceptance of the project and the
<br />seg(ng of meters:
<br />Y Asset Letter-Submg original document on OWASA standard tarn.
<br />Y Leger of Ded(cetlan -Submg adginal document on OWASA standard farm.
<br />Record Drawings on mykr - Conshucgon drawings madfied to reflect actual field k~stallagans.
<br />a And the klbwmg Digital Submissions egediva January t, 2004.
<br />Digital Submissions required by OWASA
<br />D Water Feature Database (MS Access)
<br />Y Manhole Dafasheet Database (MS Access)
<br />D Recant Drawing (AutoCAD .dwg format)
<br />Sewer Usa Ordinance -Discharge gam this project must be In compliance wgh the OWASA Sewer Use
<br />Ordinance. A grease interceptor shall be provided when (n the opinion of OWASA h is necessary far the proper
<br />handling of wastewater containing excessive amounts of grease. All irdercepllon ungs must be of the type and
<br />capacity which is certified by the Projed Engineer as meeting the requirements of OWASA.
<br />• Sewer Services- Each building connected to the sewer system shall be served by a separate building sewerof
<br />not less Than 4' in diameter Sewer services located vrithin public right-0f-ways or OWASA sewer easements
<br />must be constructed of ductlie iron pipe from the tap up to and inoluding the flrst dean-out. Except for dead end
<br />manholes, all4" inch sewer services must be tapped into the sewer main. AII6'services must bo connected to
<br />a manhole.
<br />• OWASA Easements - Na grading or encroachments are stowed wghin OWASA water or sewereasemenls.
<br />Proposed easements must have vehicularaccess far OWASA maintenance vehicles wgh skpes no greater
<br />than 4 to t. Proposed plantings within OWASA easements must came from the OWASA Suggeded Plantings
<br />torWater and Sewer Easements adopted M'the Board of Oledars. A lendsppe plan must be submHted to
<br />OWASA cleary showing the water andlor sewer flno, ifs placement within the easement, proposed p{arNngs
<br />flan the approved list clearly labeled as such, and the distance from the waterlsewer line. OWASA wip Doty
<br />approve landscaping plans for gs easements submitted in this manner, An approval legerwit be given for
<br />kndseaping plansthat propose plantings that da not interfere with OWASA ability to operete and mairdain gs
<br />utgties in accodance wgh the rules and regulations of the State of NoAh Carolina. Plan approval does not ,
<br />automagcagy give any approval to any landscaping plan that maybe included in the pWn set
<br />2' Capper Tubing - 2'type K hard•drawn copper wgh silver solderedjoints ONLY. Far 1.12" meters
<br />instep 2'x1.112'reducer at seger, j (~; T type K hard~drawn copperjoints shall be brazed using SiNagoy,
<br />Excel (15% siNer), SIFFas (75% siver), or approved equal soWercamprised of 15% silver. NO EXCEPTIONS.
<br />Braang temperature shall be between 1,300 and 1,500 degrees Fahrenheit Tin based solder is not
<br />acceptable.
<br />Dechlodnagan Requirements -The Contractor shag be responsible far neutralization of chlorinated water at the
<br />point of dkcharge from the main being tested. This shag occur fallowing chlorinat(on to d(sinfed a main or any
<br />othertime when elevated levels oichkdne caukl potengapy be discharged into the environment by the
<br />Contractor. At the time the dtsinfedion and purity tesgng procedures are discussed with the OWASA
<br />Canstrocgon Inspector, the procedure for dechiarinalion will be savored. Absolukty no pushing, disinfedlon, or
<br />purity sampling is to take place wghout prior approval ota samping plan by the OWASA Inspedar.
<br />Cross-0onnedkn Conhal Ordinance - BacMlow Prevongon will be required in accordance with OWASA Cmss-
<br />Connection Control Ordinance and Manual
<br />• Fire Protecgon Syskms-Pressure tesgng, chbrination, and purity testing shall be completed before the
<br />Indapatlon of the DCDAIRPDA unit.
<br />Temporary hydrant meters are subject to pdority use and are restricted to a 6D day period. For squagans where
<br />temporary service is needed for a period exceeding 60 days, the user can purchase a meter devke of a size,
<br />make, and model specified by OWASA and in axordance with OWASA's Administrative Guide on Tem ore
<br />Wafer Service Iron Fire Hvdmnfs.
<br />L Ail NEW U77LIRE5 INLL 8E tIND AND Rt ACCORDANCE
<br />NfDf 7H£ LATEST OWASit STANDARDS AND SPEOTF7CARAKS FTM' THE
<br />toltN CE CttAFEL tgtL
<br />2 ALC PUBLIC UDUl1ES AND fACIU11E5 StIQ'i AS SEME!! CAS
<br />ELECTRICAL, AND WATER S757EYS ILL BE LOCATED AHD
<br />CCNSTRUC7ID MIRi MATERULS AND EIXifPLff1VT RESISTANT 1a
<br />FLOOD DAMAG$ UJ ORDER 1n MINIMIZE OR EINlNA1E INE
<br />P07ENRAl. FDR FLOOD DAMAGE
<br />1 All MARY PET7WT5 INll. BE RECE7@fD FRCP 7HQSE
<br />AGENCIES fRLW NFIICN APPROVAL IS REOU(RED BY fIDERAL LMt
<br />STALE UIK
<br />~ SEE ARCIEIECTURAL ORAWNGS FOR IXTEld'LlR BUILDING
<br />LR,TI RN&
<br />5, ALL UT7LI7TES MfLf. BE !N ACCXRDANCE INTH DWASA CURRENT
<br />STANDARDS AND SPECIFICARQVS.
<br />B. ALL URL71E5 (TFLEPtlAYE; GAS; WA7ERUNE; ELECiR1C, SEVER)
<br />INIT. 6E FIELD LOCATED, DETETt{UNING OFPTH AND L0CA11LW PRIOR
<br />TD MOWLiZADON AND THE RESUUS INLL 8E GIld:7J 717 THE
<br />ENC~EER OF REC04A
<br />7. ALL WA7ERLWES Nql 8E A MINIMUM Cf 42' DEEP FRLW
<br />fINiSNID GROUND AS MEASURID FROM FlNL9IID GROUND TO 1HE
<br />7O° CF THE PIPE
<br />8 SANITARY SEI~R LITERALS MAJ. ALL BE S' AND LAID AT A
<br />SLOE CREA7ER THAN CR EDUAL TO t.DR LLEANIX/15 LOCATID NI
<br />R/E DRf6£ AISLES gfLi. ~ TRAFAC EE'ARAVG.
<br />A ALL VALN' BW~S NBL BE TRAFFIC BFARDi0.
<br />10. BTE t:ONlRACT04 NBl SUBMIT F16£ (5) SETS OF SNlio
<br />DRANfNGS 1D 7HE E7yCINEFR Cf RECCRD fLY7 APPROVAL PRIOR TD
<br />BECRD!lAIG ANY 14G4tG
<br />fi. C0O40DIA7E EbSRNG UTDITY RELOC,ATICN ANO POS9BLE
<br />REMOVAL INTH THE APPLICABLE U7RJTY ONNER.
<br />!2 ROL>F LEADERS NRl DISCJlARfiE DIRECrzY 1o RiE DRO° gytErs
<br />LOCAIID NEAR EATtI t~ IHE BURDINGS,
<br />id ALL PRONSICW GF PoNEt~ TEIEIdTO+il~ GAS AND CATV 7D Rif
<br />BUILDING Wit ~ UlyDE7iCR0UND AND LS 71iE RE'SP0Y5811JTY O''
<br />TIC COWTRACTO°L
<br />14, UDUTY/S7LYLN lt7CARQK BOUNDARY AND TOPOGYtAPHIC,AI.
<br />SUR6EY FRONDED 8Y R1LEY AND A5SOL7AlE5.
<br />iS 1NE BUlLDlNC N1L1. HAN: SFRiNNIER S7SIEUS INSTALftD iN
<br />ACCORDANCE NIRT 7DiIN COD$ PRRi4 iO THE LS9IANCE OF 1HE
<br />FlRST L~R1If7CA1E OF OCCUPANCY
<br />1& ANY E70SRNG WATER AND SEVER SERNCES FOIAYD CW THE
<br />97E MUST BE ABANDONED AT THE PAIN AND INSPECTED BY THE
<br />OWASA CCNS7RUCTI0N DISPECIOR
<br />iTCD 5.OA 21CD 5.OA
<br />OWASA NOTES UTIIJIY NOTES
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