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HomeMy WebLinkAboutW_5187_SLL 0 >-..... c., ' ST. '..-r~l8111~+-..;,ST'-'-, --+.ef< ' t ·-I PRO..ECT LOCATION OC[AN 0-I ND I CFlTES AREA SHOWN ON LOCATION ~p VDCDINITY IMAP REDUCED SCALE UPPER NEWPOR1,,e=~=Y BA I I, EW ER 1 •• ,/ ~ CITY / iQF , I RV INE lM IVERS I ff \ \ U!C. I. \~ ,, • I RD. I : ...J --· I ~/ ~/ "~~ ~--- I , SYMJBOL l EGEIN!Cl AIBIBRIEVAl"!ON • 0 '(]' D POWER POLE MANHOLE FIRE HYDRANT METER BOX ~ VALVE POWER POLE ANCHOR Cb MONUMENT -x-x-x-FENCE ===c:: BLOCKWALL 0 OQ TREE SHRUBBERY .,,,, .,,, .m -=. ASPHALT PAVEMENT ::::::':; :;;!:; BRICKWRLK I · .•. • ..• ·.' I CONCRETE le«; t;cJ eu I LO I NG ----EX I ST I NG CONSTRUCT I ON ----PROPERTY LINE ----NEW CONSTRUCT I~ -· ~'t_--CENTERLINE -.. -5_ .. _ SEWER LINE ---11----WATER LINE ---G---GASLINE ····--E------POWER LINE ~TEL--TELEPHONE LINE -TV-CABLEVISION LI~ --SP-SPRINKLER SYSTEM :a: STREET LI GHT -,,..-SIGN D. I .P. DUCTILE IRON PIPE IEIMERGEINICY f~l~fK:>N~ NUMIBERS CALL TOLL FREE 1·800·422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON,COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BE.ROH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UMDERGROUND SERVICE ALERT NUMBERS 834-0251 886-0221 811 844-3011 962-2411 542-8222. AFTER 8:00 PM 642-8975 720-4040 • 1-800-422-4198 PUBLIC WORKS DEPARTMENT NI.!:::= 0 0RU ~! S[LAND WA l[ER AND SBME~ MA~• N R.[EPlACEMENl C-2915 APPROVED: •APPROVED: PUBLIC WORKS DIRECTOR ~ILITIES DIRECTOR PAC/Ftc COAST HIGHWAY R. C.E. 12806 R. C . E. 387'99 1 DATE: DATE: , 1.. l-z..2.. l '7'2.. 10' I EX. SIDE:~ALK 2.5'± ~,t22 'w1. \l_.. ~-=-':.,,...::-, 5.C.,E. GlcNIEIR!AIL N01"1ES 1 . THE CONSTRUCtION OF FU PUBLIC IMPROVEMENTS SHALL _CQ~EORM IO_ I/jE_REQUIREMENJS_QE_THE NEl,PORT BEACH CONSTRUCTION STFt./D~DS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRRWII\GS RND THE ~OARD SPECIFICATIONS FOR PUBLIC ~ORK5 CONSTRUCTION, 1991 EDITION AND SUPPLE:MENT5 2. STATIONING REFERS TO CENTERLINE OF STREET. S. EXISTING UNDERGROUND UTILITIES ARE SHOHN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEH FACILITIES 4. SEE A-5127-5 FOR CONSTRUCTION OF ALLEY IMPROVEMENTS, 5. SEE R-5164-S FOR ROADWAY RECONSTRUCTION PLANS. 6. STATIONS SHOWN THUS CO+OOJ ARE SEWER STATIONS FtID ARE INLCPENDENT OF ALL OTIER STAIONS. 7. THE HALLS AND FACE OF ALL ELEVATIONS GREATER THAN FIVE (5) FEET IN OCPTH SHFI.L BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR 011-ER EQUIVALENT MEANS. TRENCl£S OR. EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO 13E GUARDED lff:N EXFtlINATION INDICATES THAT HAZ~DOUS_~UND MOVEMENT HAY BE EXPECTED. 8. Tf£ CONTRACTOR(Sl SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH HORI< AS IESCRIBED IN 7 ABOVE FROM CFL-OSHA, -• 9. ALL SEHER AND l<flTEA PIPE SHALL BE BEDDED PER CITY OF NEhPORT BEACH STD.-106-L. 10. VCP SEl<ER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE tflNUFACTURED PER FISTM D-3034 SDR-35 OR ASTM F-7B9, ALL FITTINGS SHALL PREFABRICATED FULL-BODY FITTINGS, PVC SEIER PIPE BEDDING SHALL BE 3/4" CRUSH.Ell ROCK f"ROM 6" BELOW THE PIPE TO 12" • ABOVE THE TOP,-OF Tl£ PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF BACKF'ILL, 11. DUCTILE IRON PIPE SI-FU. BE CLASS 52 AND SHALL HAVE AN B MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 12. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD.-510--L. 18. WATER MAINS SHALL HAVE A MINil'llH OF 30" OF COVER FROM SUBGRAIE. 14. ALL SEWER LINES TO BE OWNEC, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BER~ SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND tflNDRILLING, ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPFRTMENT. ANY SEWER LINE FOLtlll TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGE OR OTHERWISE COMPROHISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, ' INCLUDING AIR TEST, MANDRILL AND VIIEO, PRIOR TO ACCEPTANCE. 15. THE COMTRACTOR SHALL NOTIFY THE FIRE OCPFRTMENT 48 f+:>UR IN ADVANCE OF A SHUTTING Cf'F ANY FIRE HYDRANTS AT (714)644-3\06. 16. THE CONTRACTOR SHALL NOTIF"Y THE l'IRE OCl'ARTMENT 48 HOURS IN ADVFN':E OF FLL Lfl>£ CLOSURES. 17. ALL FLANGE PIPE JOINTS Sl-lALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL 111.JTS, WASl£RS AND HEX-HEAD'll0LT5. GASKETS SHALL EE rULL-FACED, CLOTH REIMFORCED Bl.lll'l-N RUEl3ER. 16, FLEX' AND TRANSITION COUPLINGS USED TO JOIN PIPE IN HATER MAIN CONSTRUCTION SHALL HAVE FU THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAIN..ESS STEEL. 19. PIPE HARNESS ASSEMBLIES, VFLVE AND FITTING RESTRAINTS AND SHACKLE-CLFtlP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CUffS SHACKLES AND OTHER HARDWffiE MAY EE CARBON 5TEEL5,0R DUCTILE IRON 111-iERE APPROPRIATE, BUT t<IST BE COATED LIBERALLY WITH CCRROSION PROTECTIVE MASTIC COMPOUND. 20. BOLTED.CONt£CTORS FABRICATED FROM TYPE 316 STAINLESS Sifil SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND, 21. ALL BOLTED Al'li THREADEO FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINI11.t1 REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS, ALL FASTENERS SHALL BE ACCOMPANIED BY NRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICflTIONS. NOTE: ADJUST TO GRADE FU VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF HORI<. l '1. I 10' 6' 4' I , ll 5' 3' I I \ 'ELECTRICAL STREET LIGHT 00 0 0 EX. 8' VCP SEWER _..-0 \_ '\_ TELEPHONE PROPOSED 8' D.I.P. HATER MAIN uYlP. SulREEu SIECu, NTS ILOCAT~OINI ~IP N.T.S. 38TH, SuRIEIEu BENCHMARK: NB 2-8-83 '(1876) 38TH ST,IRIVER AVE. W-5187-S SHT. 1 OF 2 22 .O.e 1. 992 • I 1. t: I I I L I I i j ! #" -; I I . I I ~ i c ..... i ~ , a i I I I I'' '' :'1/ 1 ., '. · I· I ., .,, > z I 0 6 ~ " ~ 0 ,, 0 2l m " ! ~ z 0 C z ~ m m • " D ~ I !l .m " l> C i " ,/ - 0 .. / . ' 8 N NOTE: • SEE R-5l64+S FOR ROADWAY RECONSTRUCTION PLR--15 BENCHMARK: NB 2-B-B3 (1976) 38TH ST,;RIVER RVC. PROP. S.C.E. VFU..T • 401 • • 403 • ----- 7+74 (4,71 RIM) S.S. FLUSH TANK ,1.87 F"L> • 405 • • 407 • _. ____ ... _ ----- EX. B" V.C.P., I I, I I _ ... EX, 6" THICK CONCRETE PVMT. -, u, f ~ ! I ' ·409. I "' ·411. --------'-------~ S7rfR[E[E7r • 413 • I I I • 415 • -----~-~--- I I I I -~--- l- o ~ O_J • LI') 3 ""' 0 + _J (T)u.J CD EX, B" A.C.P. PROPOSED 5.D. 17 Deir A I l N.T.S. EX, B'-A,C,P, HATER MAIN NOTE: !ES IRED CLEARANCE IS 12 " . MINIMUM ACCEPTABLE CLEARANCE IS 3" . OONSuRdc,r -~ ON INJ07rlES ffi G) ffi © 0 ® © ® @ @ @ ABANDON EXISTING WATER I-FIIN, CUT AND PLUG ENDS HITH DUCK Fl>JD MORTAR. INSTFLL B-INCH D.I.P., CLASS 52; BEDDING AND BACKFILL PER Ci'm STD.-106-L. INSTFLL 8-INCH 90° MECHANICAL JOINT BEND HITH RETAINER GLANDS AND c;a.JCRETE 'l'HRUST-BLOCK PER CNB STD.-510-L. ABANDON EXISTING VALVE; REMOVE EXIST. RISERS, VALVE BOXES AND/OR COVERS, REMOVE AND SALVAGE EXIST. FIRE HYDRANT ASSEMBLY AND RETURN TO CNB UTILITIES YARD AT 949 W. 16TH STREET. INSTALL B" X 6" MECHANICAL JOINT X FLANGE TEE WITH RETAINER GLANDS AND THRUST BLOCK PER CNB STD.-510-L. INSTALL B" MJ X MJ BUTTERFLY VALVE WITH RETAINER GLANDS REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN AND INSTALL B' A.C. ROUGH BARREL X DIP TRANSITION COUPLING INSTALL FIRE HYDRANf,ASS;:MBLY PER CNB STD.-500-L. REMOVE INTERFERING PORTIONS OF PIPE AND FITTING AS REQUIRED. CUT AND PLUG ENDS HITH BRICK AND MORTAR. REPLACE EXISTING HATER SERVICE HITH I' HATER SERVICE TO EXISTING METER BOX PER APPLICABLE PORTIONS OF CNB STD.-502-L. ABANDON EXISTING S~ER LINE IN PLACE, CUT FIND PLUG ENDS NITH CCNCRETE, REMOVE EXISTING SE~R MANHOLE, FLUSH TANK OR TERMINAL CLEFIIIOUT FRAME FND COVER. BACKFILL HITH SAND/CEMENT SLURRY. RCTURN S~ER MFN-IOLE FRAME AND COVER TO CNB UTILITIES DEPARTMENT AT 949 N. 16TH STREET. • INSTALL 8-INCH SEHER MAIN HITH TRENCH RESURFACING PER CNB STD.-1~5-L, BEDDING AND B~CKFILL PER CNB STD.-106-L. INSTALL SEHER MAIN TERMINAL CLEANOUT PER CNB STD-400-L. RECONNECT EXISTING SEWER LATERAL TO SEWER MAIN WITH CLEANOUT PER CNB STD.-406-L. INSTALL 8; 45o MECHANICAL JOINT BEND HITH RETAINER GLANDS AND THRUST BLOCK PER CNB STD.-510-L AND DETAIL 'A" !-£REON. NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF NORK.) REF: HATER ATLAS SHEET E-6, SEHER ATLAS SHEET E-£, STREET LIGHT ATLAS SHT. E-6 C-2915 APP{j,QJU. 1----1--+-------------1---1-~~~~~~~~~ PUBLIC WORKS DI RECTOR APPROVED ,,0s R C.E. NO. 12B08 DATE DATE / 2.-2."Z.-'1'"2- WATER ~D SEYER MAIN REPLAca.t:NT 38TH ST. FROM MARCUS AVE. TO CHANNEL Pl. CHANNEL PL. FROM 88TH ST. TO 89TH ST. □ATE BY □ESCRIPTl □N APP o. □[SIGNE[) SL □RAWN MG rc'1 rv OIF NIEWP011:r BIEFIICH W-5187-s I--..L_...J.... ____ R_Ev-1-s1-□N-S-------L----,l------+..,.,,.,--::--:-tcH"'E~CK~En□-~L~□Tco~ATrr~~2-□e-c_1_9e~2~ PUBLIC WORKS DEPARTMENT ~SHEET ___ 2 __ 1lF_2 __ -1 - • C • [ [ ~ z 1'i ~ 5 I ~ n l 8 Ii] D " • ~' 0 • ~ ; ~ = 0 • " z a C • C z • • -m 0 ~ • • • C ~ 0 ' ~ i' ~ • ► ~ z c m n C .. ~ ~ " I l ~ • ~ l .., C L J . I ' r 0 'I'> I )-l I "D I .. \; z I 0 5 i ~ ri I 0 ~ • ~ 'il i;: • • "' z 0 . C z • • • C m ~ D • " 0 ~ ~ ~ C ~ ~ >;; z .m n ~ I cl lil l> t ,, I I ~ -/ ", ( ) 1: / T J I I " \; z is 5 a ~ n ~ 0 0 El D • " i! ~ 0 D 'il ~ ~ z 0 C ~