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HomeMy WebLinkAboutW_5256_S1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. GENERAL NOTES: THE CONSTRUCTION OF ALL PUBLIC IMPROVEl.tENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF STREET. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. WAT E R R E L 0 I u <i:: w CD z C A T I 0 N p L A N 0 f-('.) z f-z FOR => I LL Iii i "' i 11 " 8 "' "' ADAMS AVE. CITY OF COSTA MESA VICTORIA ~ "' "' 0 a, 'li: ,: ci "' ORANGE COAST COl!.EGE ~ ~ ~ ST. ORANCE CO. F>IRGRONOS I • I~ CITY OF IRVINE CURB DATA REFERS TO FACE OF CURB. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH ALL ADJOINING CURBS AND WALKS. SAN JOAQUIN HILLS ROAD 0 ~ u UNIVERSIT!'. 19TH ST. U.C.I. ALL UNDERGROUND WORK SHALL BE COl.tPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. SEWER MANHOLES SHALL BE LETT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IN PLACE. STATIONS SHOWN THUS ( 0+00 ) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. I ✓EXISTING 17" A.C.P. WATER WJN I I 11 STATIONS SHOWN IQ±QQ) ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT ©--,,\\ 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3311 AND 644-3011). THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE, GRADE AND COl.tPATIBIUTY WITH EXISTING CONSTRUCTION. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EITTCTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11 I I I I 11 DO NOT CUT EXISTING ACP MAIN I I INSTALL· COUPLING AT CLOSEST AVAILABLE JOINT II 2 PROPOSED 17" A.C.P. WATER MAIN THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO 13 ABOVE FROM CAL/OSHA. SAN JOAQUIN ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L PVC SEWER PIPE MAY BE USED IN LIEU OF V.C.P. PIPE MUST BE MANUFACTURED PER A.S.T.M. DJOJ4 SDR35 OR A.S.T.M. F-769. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE PVC SEWER PIPE BEDDING SHALL BE 3/ 4: CRUSHED ROCK FROM ft BELOW THE PIPE TO 17" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION or TRENCH BACKFILL. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN I MILL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WfTH CITY OF NEWPORT BEACH STD. 510-l. WATER MAINS SHALL HAVE A MINIMUM OF 3ft OF COVER FROM SUBGRADE. ALL CONCRETE SHALL BE 560-C-3250. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. NO 314-L. EXISTING ff/ CURB & GUTTER A.C.P. WITH A D-LOAD or ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. SAN JOAQUIN ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CllY OF NEWPORT EXISTING 17" A.C.P. l;IEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILING. ALL WATER MAIN VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. SEWER LINE FOUND TD BE DEFECTIVE SHALL BE REPAIRED AND RE INSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. EXISTING ff CURB & GUTTER ; \ DETAIL A NTS HILLS ROAD 5' MIN EXISTING 12" A.C.P. DETAIL B NTS WATER MAIN EXISTING FIRE HYDRANT EXISTING 1 g_ ~ + ,D PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CURB & GUTTER THE EXISTENCE AND LOCATION or ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH or AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLECIGE THERE ARE NOT EXISTING UTILITIES EXCEPT />S SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TN<E D~E PRECAUTIONARY MEASURES TO PROTECT THE UTILmES SliOWN AND AN"/ OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION$" OF THE U.S .. DEPARTMENT OF LABOR, ANO WITH THE STATE OF ~UFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS;$ CONSTRUCTION SAFETY ORDERs" . . THE CML ENGINEERING SHALL NOT BE RESPONSIBLE IN ANY WA' FOR THE CONTRACTORS' AND SUBCONTRACTORS" COMPLIANCE WITH THE ·occuPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INQIJSTRIAL RELATIONS; "CONSTRUCTION SAFETY ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL />SSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS· AND THAT THE CONTRACTOR SHAU. DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY OF NEWPORT BEA,;H ANO THE ENGINEER HARMLESS FROI! /om AND ALL LIABILITY, REAL OR AllEGED, IN CONNEC- TION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGIENCE OF THE OWNER OR THE ENGINEER. R.C.E. NO 4-, 1.."l't DATE t.. -'?.-<t.i. PREPARED BY : Mros •os CONSUL TING = Redhill .Avenue,= 350 (714-) 2:;:~ Irvine, CA 92714 FAX 251-0516 DUNWl IC SUIIYE"i ING (o RCE NO. 42029 ~~ s. Doo ,:3 ~ ~ ~ No. 42029 Exp. 3-31-96 CiVll VICINITY MAP REDUCED SCALE SCALE 1'' =40' CD @ @ © ® ® Q) ® ® @ G]) @ @ CONSTRUCTION NOTES: AIOPC'T LOCATDII INSTALL TRANSITION COUPLING (A.C.P. ROUGH BARREL x C-900 SDR 14-PVC) DO NOT CUT A.C.P. WATER l.tAIN. INSTALL 17" PVC C-900 CL200 WATER PIPE WITH BEDDING PER CllY OF NEWPORT BEACH STD. 106-L INSTALL 17" x 45' ELBOW M.J. x M.J. WITH RETAINER GLANDS (D.1.P.) REMOVE OFFSITE EXISTING 17" A.C.P. AND ASSOaATED APPURTANENCES. CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L. INSTALL 17" BUTTERFLY VALVE PER CllY OF NEWPORT BEACH STD -508-L ANO DETAIL B AS SHOWN HEREON. INSTALL 17" x 22.5' ELBOW M.J, x M.J. WITH RETAINER GLANDS (D.1.P.) INSTALL 17" x 11.25" ELBOW M.J. x M.J. WITH RETAINER GLANDS (D.1.P.) INSTALL VALVE ANCHOR PER CITY OF NEWPORT BEACH STD-510-L-C. REMOVE AIND REPLACE ASPHALT PAVING PER ROADWAY UTILITY TRENCH DETAIL ON SHEET 2. INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A CONSTRUCT t' WATER SERVICE AND METER PER CllY STD. 503-L CONSTRUCT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER CITY STD. 520-L. ST. STA. I-IILLs 5+43.20 SAN JOAQUIN HILLS RD. 0+02.93 PARK NEWPORT DRIVE .,~'.'', -- --- 9 6) 14) :J.....>---SEE DETAIL B ' 10 CITY OF tEWPORT BEAa-1 A.C.P. --~ --- ----~---~· ---"', -___,.,,_ '-.. -·: REVISIONS PROFILE SCALES ---------------------~ NO. DATE BY APPROVED 1-.;.+.;;.......;.-+--+-------------.;.+--------1 HORIZONTAL N/A WA TEA RELOCATION PLAN FOR THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREl.tENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AIND ACCURACY. APPROVED PUBLIC WORKS DEPT. DATE VERTICAL N/A PLAN SCALE 1· =40' SAN JOAQUN HLLS ROAD NEWPORT NORTH CITY OF NEWPORT BEACH l---+-------1--+------------+------f....,D,..c:f~,,,~~~D~=ED_BY__,: f-,'ie:,~::,,•!::....~ _BY_;--laTY OF 1\9/PORT BEAOI 1-------1 l--+---+--+--------------+-----1 CHECKED BY: DATE : SHEET 1 OF 2 T.S.D. JAN 1996 PUBLIC WORKS DEPARTMENT J.N.32540/F.N.SJWAlR-1 /DATE:02/02/96 "" '? i 6 " ,, ~: =.; ' ':, .s !" ! ' ' C l-; I ,,, C: i § ~ ! 'l ~ i ' >i l~l JJ ;-; O 0 B ~~ :u :..J Se • t_9l_ SCALE 1" =40' SCALE· 1" =40' LEGEN> • CONE @ BARRICADED WORK AREA ii' DIRECTION OF TRAFFIC FLOW TRAFFIC CONTROL NOTES: CD THE USE OF TRAmc CONTROL MEASURES, CONSTRUCTION SIGNS, DELINEATION, ETC. SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WAT.C.H.), 1990 EDITION. (2) AT All. APROACHES TO CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR Will. BE IN EXISTENCE DURING NIGHT HOURS, DEUNEATORS AND BARRICADES MUST BE EQUIPPED WITH REFLECTIVE SLEEVES OR LIGHTING DEVICES. @ PHASE I, 11, Ill CONSTRUCTION SHAll. BE DONE DURING THE DAYTIME. LANE CLOSURES DURING THE DAY ARE PERMITTED BETWEEN 9:00am ANO 3:00pm. TRAVEL LANES SHALL BE OPEN TO TRAFFIC NO LATER • THAN 3:30pm. © ALL EXCAVATIONS SHALL BE PLATED OR BACKFILLED AND PAVED ANO TRAFFIC RESTORED TO ITS NORMAL PAillRN AT THE END OF THE WORK PERIOD. C18 PHASE I C\B/ PHASE II R.C.E. NO 9:Gt.14: DATE :Z.-L'?.-'!'z PUNNIIO ENGINEERING ~f)~ TREVOR S. DODSON RCE NO. 42029 • • • • • • <jj\\.® • 150't \50't SURVEYING DATE • • • • • ~ TYPE Ill BARRICADES 150't CITY OF ~PORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED PUBLIC WORKS DEPT. DATE 1YPE Ill BARRICADES • • [ =--------- REVISIONS * /£H CONWITS FWD I.N1EffGROIJo/l FACILITIES IN Tf£ ROOIHIY 9R..l I£ IN5Tfl.l.£D RUJRCENT OR Q.OS£ST RS POSSIB.E TO Tf£ D<ISTING £UI OF QJTTER OR QRB. IF Tf£ l'R<Y'OS£IJ CONWIT TRC/01 IS IN R TRfffIC LFK RDJWINT TO Tf£ fXISTING £(JG£ or WTTfR OF QRB, ca_o Pf.ff/ING FWD PFNV£NT RfSIHOCING HILL I£ R£0UIR£D FROM Tf£ ICff?[ST Lf1€ LI/£ OF Tl£ PR<P05£D T/?£10i TO Tl£ EXISTING £rx;£ OF QJTT£R OR Cl.RB. IF Tl£ TR£M:H HORI< IS IN R TRJrrIC Lf1€ I£OCrN TRFFF IC Lff£.§.i.___Tf£ CONTRACT()? HILL 8£ REWIRED TO ca_o Pl.ff£ ff,/IJ RfSIRFFa TIC £NTIR£ 1Ktt t IC Ute. Tl£ TR£NCH t:ffNING 5/fl.L BE R HINI/1.M OF 2' FROH R TRRFFIC Lff£, IN RDDITION, IF Ti-£ TR£1£H M)Rf( £XTrNDS INTO FNf PORTION OF RN RDJIUNT TRfffIC LflN[ a? IS DfffK;£0 RS R RCSIJ. T OF Tl£ CCNTRRCTa?'S MJRK OR IS L£5S Tlffl S' FR0/1 m £XI5TING UTILITY TRE:NCH; Tl£ CCJiTRRCTOR HILL P£ R£QillR£D TO COLD PUK FWD R£SIRFFYI Ti-£ £NTIR£ TRffTIC LFl-£, £X. PRV£1£NT CCX.D Pl.fK EXISTING PRVEY£NT (2' HIN. DEPTH) ff/D R€S/HffX JOIN FLUSH HITH £X. STRfIT PRV£J£NT FOR £NT IR£ LFr£ FIND R£STRiff: TRff'FIC Lfl£5/lfR(INGS OF £NTIRf Lff£ IN H-IICII TREN:HING OCCIRS RND mr OT/CR /.lfC ITiflGE.i} IU?ING WiSTRlx:TION FIJ.1. LFIC HIDTH * 18' HIN HIDTH TR£/£H T/RJ R.C. SECTION 2' HIN. 5' MIN R£PI..Fr£ HITH l ' THICKER R.C. Tiffi EX. R, C, SECTICJi (CCWRCTION 9SX MIN, I £i<. CITY OF IEJl'(RT I£RCH Uf1LITI£5 1£. 1. SOERl'II/T£R, l-- c_1_T---'--Y-=Ol~F-N~E~W~P-IO_R_T_B_E_A_c_H-iff'PROV£IJ: ~ /. 1/J ;;_ PUBLIC WORKS DEPARTMENT ~~ DIRCCTOR CF PUB..IC W!RKS ROADWAY UTILITY R.C.C. WJ. 16791 TRENCH DETAIL mu: ~ Doc 19!1) !DU N. r.s. l1?fff/ .. ~"" <:-'l'n.-, n;;_ r -A PROFILE SCALES WATER RELOCATION PLAN NO DATE BY APPROVED HORIZONTAL N/A FOR t--t----+--+--------+-----------t VERTICAL N/A SAN JOAQUIN HLLS ROAD PLAN SCALE NEWPORT NORTH 1"=40' CITY OF NEWPORT BEACH 1-----+-----1--+-------------+------1,,_D_f.~]?~D~_ED_B_Y_: ,__i~':f_.~~~-B-Y:___, CITY OF NEWPORT BEACH ~-----1 t---t---..----1,--------------t-----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 T.S.D. JAN 1996 J. N.32540/F.N .SJWATR-2/0ATE:0 1 /22/96 r, ~ ,J :.) '_) ,, :::, u ' , ,1 I_J -~ 'J 1 ' 2 3. 4. 5, GENERAL NOTES: THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE RE QUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AN D SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF STREET. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTlJAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. CURB DATA REFERS TO FACE OF CURB. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ANO FINISH ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET ANO DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SU BJECT TO REVISION AND AP PROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEn BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AnER PAVEMENT IN PLACE . 9, 10. 1 1, 12. 13, 14. 15. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS ANO />.RE INDEPE NDENT OF ALL OTHER STATIONS. SEWER, WATER AND STORM DRAI N LI NES DISTANCES SHOWN IN PROFILE AND IN THE ESTI MATED QUANTITIES ARE HORIZONTAL OISTANCES . STATIONS SHOWN jO+OOl ARE SEWER STATIONS AND ARE INDEPENDENT OF AU OTHER STATIONS. THE CONTRACTOR SHALL REQUEST INSPECTION FRO M THE PUBLIC WORKS DEPARTMENT 4B HOURS IN ADVANCE OF PERFORMING ANY WORK (64 4-3311 AND 644-3011 ). THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PL/>.CEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FOR MS CAN BE CHECKED FOR LINE, GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION THE WALLS AND FACE OF AU EXCAVATIONS GREATER THAN (5) FEET I DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM· SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATIES THAT HAZARDOUS GROU ND MOVEMENT MAY BE EXPECTED. THE CO NTRACTDR(S) SHALL OBTAIN A PERMIT TO PERFOR M EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO 13 ABOVE FROM CAL/OSHA. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD, 106-L. ,,.. . 16. PVC SEWER PIPE MAY BE USED IN LIEU OF V.C.P. PIPE MUST BE MANUFACTURED PER A.S .T.M. D3034 SDR35 OR A.S.T.M. F-7B9. ALL FITTINGS SHALL BE PREFABRICATIEO FUU-BODY FlmNGS THE PVC SEWER PIPE BEDDING SHALL BE 3/ 4: CRUSHED ROCK FROM o BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPUETION OF TRENCH BACKFILL. 17. 1B. 19. 20. 21. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN I MILL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. 510-L. WATER MAINS SHALL HAVE />. MINIMUM OF 36" OF COVER FROM SUBGRADE. ALL CONCRETE SHAU BE 560-C-3250. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LI ES IN ACCORIWICE WITH CITY OF NEWPORT BEACH STD. NO 314-L. WAT I ✓ EXISTING 12" WATER M-IJN I I 11 "' \1 ~,1 11 I I E R A.C P. I I 11 00 NOT CUT EXISTING />.CP MAN R E L 0 C A T SAN FOR JOAQU IN HILLS 11 I I INSTALL COUPLING AT CLOSEST AVAILABLE JOINT SAN EXISTING 8.7 CURB & GUTTER ii DETAIL NTS 8 HI LLS ROAD A I 0 N ROAD :r: u 25 CD z p LAN 0 f- C) z f-z ::i :r: LL 0 ~ u sf ' Iii "' >()/,MS A"I:. CITY OF COSTA :ij ti MESA ::, "' ~ "' VICTOlllA ~ 19TH ST. I - VICINITY MAP REDUC ED SCALE (i) 0 Q) © ® ® I 3 0 ;>-..~ " "' ~'<('~ _p~c:s OflNIGf COAST {5~ ;f CITY COLLEC£ OR.AM;ECO. § FAI ~ ;, OF w :,:: ~ " ~ IRVINE ~ ST. UPPE PORT U.C.l. \, P?OliCT LOCATION ~ CONSTRUCTION NOTES: INSTALL TRAN SITION COUPLING (A.C.P. ROUGH BARREL x C-900 SOR 14-PVC) DO NOT CUT A.C.P. WATER MAIN. INST/>.LL 12" PVC C-90D CL200 WATER PIPE WITH BEDDING PER CITY OF NEWPORT BEACH STD. 106-L. INSTALL 12" x 45' ELBOW M.J. x M.J WITH RETAINER GLANDS (0.1.P.) REMOVE OFFSITE EXISTING 12" A.C.P. AND ASSOCIATED APPURTANENCES. CONSTR UCT THRUST BLOCK PE R CITY OF NEWPORT BEACH STD -510-L INSTALL 12'" BUTTERFLY V/>lVE PER CITY OF NEWPORT BEACH STD -50B-L ANO DETAIL B AS SHOWN HEREON . 22. A.C.P. WITH A D-LOAO OF ONE ANO ONE HALf GREATER THAN REQUIRED FOR R.C.P. MAY 8[ USED FOR STORM DRAINS . SAN JOAQ UIN HILLS ROAD (J) ® ® ® INSTALL 12'" x 22.S-ELBOW M.J. x M.J. WITH RETAINER GLANDS {D.1.P.) INST/>.LL 12'" x 11 .25" ELBOW M.J. x M.J. WITH RETAINER GLANDS (D.1.P.) INSTAU VALVE ANCHOR PER CITY OF NEWPORT BEACH STD-510-L-C. REMOVE AND REPLACE ASPHALT PAVING PER ROADWAY UTILITY TRENCH DETAIL ON SH EET 2. 23. 24. 25 26. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AnER CLEANING , AIR TESTI NG AN O MANORIUNG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. SEWER LINE FOU ND TO BE DEFECTIVE SHALL BE REPAIRED ANO RE INSPECTED INCLUDING AIR TIEST, MANDRILL AND VIDEO, PRIOR TO ACC EPTANCE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTINC OFF ANY FIRE HYDRANTS AT 64 4-3106. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN AD V/>.NCE OF ~U LANE CLOSURES, THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE I STALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTIMENT PRIOR TO STORAGE OF ANY CO MBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR TH[ E)(l$T£NC[ ANO LOCATKJN Of ANY UNOE ROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS Pl.AN ARE OBTAINED BY A SEARCH ()f AVAILABLE RECORDS TO THE BEST or OUR KNOWLEDGE THERE ARE NOT [)OSTING UTll.ITIES EXCEPT ,S SH N ON THESE Pl.ANS THE CONTRACTOR IS RE 1RED 10 TAl<E DUE PRECAUTIONARY MEASURES TO PROTECT !HE UTILITIES SHOWN ANO AH( OIHER LINES 00 STRUCTlJRES NOT SHOWN ON THE5£ Pl.ANS . ALL CON1RACTORS ANO SUBCONTRACTORS PERfORMiNG SHOWN ON OR RELATED TO THESE PLANS SHALL CONl)IJCT THEil OPERATIONS SO THAT All EMPLOYEES AR[ PROV10ED A WE PLACE lO WORK AND THE PUBLIC IS PROTECT[D ;.LL CONTRACIORS AND SUBCONTRACTORS SHALL COMPLY WITH (H[ ·occUPAT AL SAFETY ANO HEALTH REGULATIOtls'" Of THE u.s DEPAAT MENT or LABOR, ANO WITH TH[ ST ATE ()f CAIJFOONIA OCPA.RTM[NT or INDUSTRIAL RELATIONS.$ "CONSTRUCTION SAFETY ORDERS" THE CML ENG<N[ERING SHALL NOT BE RE SIBLE IN N<Y WAY FOR THE CONTRACTORS' AND SIJBCONTRACTORS" COM CE WITH THE "OCCUPATIONAL SAf"ET'I AND HEALTH REGULATIONs'" OF THE U.S DEPARTl,IENT Of LABOR OR WTTH THE STAT[ OF CALIHlRNIA OEPART1,i[NT Of INQ'JSTR~L RELATIONS, "CONSTRUCT SAFETY ORDERS CONTRACTOO FUR1HER AGREES TH•T HE Sl-1/,U ASSUl,IE SOI.E AND COMPLETE RESPONSJBIUT'( fOR JOO SITE CONOffKJNS OURlt G THE COURSE OF CONSffiUCTIOtl OF TI;IS PROJECT, INCLUOING SAFETY OF All PERSONS -"'0 PROP!:RTY, THAI THl5 REOUIREMENT SHALL APPLY CONTINUOUSLY AfJO T BE LIMITED TO NORIJ.Al WOR,ING HOURS, ANO THAI THE CONTRACTOR SHALL DEFEND, INDEMNIFY N<O HOlD THE OWNER, THE CITY or NEWPORT 8[A1.,H AND THE rnGINEER H,IRl,IL[SS F '4 mY ANO ALL LIAE'IUTf. REAL OP ALLEGED, IN CONNEC-TION WITH [HE PERFORMANCE ()f WOR, b PROJECT EXCEPTING FOR L~Tf AAIS G FROM THE SOI.[ N[GLIGlEN~E Of THE OWNER OP THE £NGJNEER EXISTING 8" CURB & GUTTER APPROVED DETAIL B tff3 (ACTING) UTILITIES M/>.NAGER R.C E. NQ ____ _ DATE "'.REVOR S DODSON EXISTING FIRE HYDRANT - / ---------- EXISTING CURB & GUTTER 5lJIIVCYING llCF NO 470:9 / CATE - ' "' ~ ~-HILLS 5+43.20 SAN JOA UIN HILLS RD. 0+02.93 PAP EWPORT DRIVE 5) i4I '...,(_ :;;::-----sEE DETAIL 8 ' EXISTING FIRE HYDRANl ---- QIV OF I\EWPORT BEACH ---------------------- -----------~EXISTING 12" A.C P, --~ --- REVISIONS fill J,J5TA-u. '"TfhZ.cis, 6i.a:.I< P8'11-c,--ry ~ "1Ec1.vfu2..--r i51¥c-H- :'.>7"P-S\o·l.-/\ / Si.ALE ,.. =40' / / / / / / / / / PROFILE SC/>.LES w A TEA RELOCATION PLAN THIS PLA IS SIGNED BY THE CITY Of P\fWPORT BEACH FOR CONCEPT AND />.DHERENCE TO THE CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RfSPONSIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY. t-N'.J-+-C_A_TE_t-B_Y+------------4-APFRO~..:.::::.:VED=~ HORIZONTAL N/A FOR VERTICAL N/A SAN JOAQUN HLLS ROAD PLAN SCALE NEWPOR T NOR TH 1·~40· CI TY OF NEWPORT BEACH AP PR OVED PUBLIC WORKS OCPT. DATE DESIGNED BY: DRAWN BY: l--+---+-+-----------4-----__J-;::::T.s;;::.o:;::. =-=~c""".J~.G.'-----1 OTY OF NEWPORT BEAOi '-------1 CHECKED BY: DATE : .- T.S. D. JAN 1996 PUBLI C WORKS DEPARTMENT SHEET 1 or 2 • ' I· 1JAN 1 9 1S5o . t CITY OF NEWPORT BEACH ENCROACHMENT PERMIT (Please type or print. Press hard -make 3 copies) APPLICATION FOR: (CHECK ONE) □ CURBCUT □ SEWER CONNECTION Permit# E.P. Receipt # ] \ -Z... l I □ STREET EXCAVATION O JiiATER CONNECTION Sewer Fee Receipt#-_____ _ 1--------------..:□:....U:;N.:,:D:,:E:,R;,:G;;_;R,:O:,;UN.:,:D:.,:UT;,;IL:;l,;_;Tl,:ES:... __ _:if:.... O::.;.:.TIH;:E,;,;R;;;;: ;;;;;;;;;;;;;;;;;;;;;;;;_.J Water Fee Receipt#-_____ _ SANTA; t:>Ai<oAl?..A ✓4-M&i:!€E ~ StreetPermit# ADDRESS OF WORK: APPLICANT'S NAME PHONE: ~,.J 73 Cl'-'i:;:; 1 Nee.,,"/ --1-/...-C-. ADDRESS: 2 C..c;, l-~-J-h4 L..L.A.bA1 <;14 ..... -r,4 AtvA 71f r.,,/r ~37{-.r PHONE: OWNER'S NAME: 'S~t>.4-Rl\ 1ltc_iF<e-bF CJr. C.-r'1 ADDRESJ:, ~S-W /-1Ac lfe~c.v-• Co~714 /'1e-s,4. -/14--"'F-(6 -II ~ ( CONTRACTOR'S NAME: ADDRESS: Office Phone: -g,._. 1s r;.;_,e,.. Job Site Phone: CONTRACTOR'S CITY BUSINESS LICENSE NO. The applicant hereby makes application to SPECIAL CONDITIONS OF APPROVAL REQUIRED BY CITY: cr'Locate and pothole existing City owned utilities (ie: water, sewer, or street lighting conduits) to verify locations prior to start of any work. Maintain a one (1) foot cle~: ~ City owned utilities. __ To arrange for inspection of all connections to City Utilities or if a conflict should occur please contac~~ of the Ut1ht1es Department, 48 hours prior to start of any work at (714) 644-3011. In addition, when a sewer cleanout is required, V.C.P or P.V.C . SDR35 shall be used with a 4TT box over the cleanout riser. ** ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR** CONTACT "UNDERGROUND SERVICE ALERT" AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION AT 1-800-422-4133 WORKERS COMPENSATION INSURANCE CERTIFICATE OF INSURANCE (Section 3800 Labor Code) I I certify that I have a Certificate of consent to self-insure, or Certificate of Worke(s Compensation Insurance or a Certified Copy thereof. y: ,(l. E ('>A-C> o-J.'\" Policy No.INC\ JO\'$ -(, o c.':1'1 ). -o l · Company StAC(?~C"-Expiration Date \ / \ / ~ U> □ Certified Copy hereby furnished Date.: _____ Applicant:. ____________________________________ _ (signature) CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) □ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation Laws of California. If, after signing this certificate I become subject to the Workefs Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: _____ Applicant: ____________________________________ _ (signature) CONTRACTOR LICENSE EXEMPTION D I am exempt from hiring a Contractor as I am the OWNER of the property and am personally performing all work within the Public right-of-way. Date _____ Applicant:. ____________________________________ _ (signature) ENCROACHMENT STATEMENT D I understand \hat I am localing minor encroachments wilhin the City right-of-way/easemenl. It is my responsibility as the property owner to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need; and I, the property owner shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date Owner Signature· ««<<< 24 HOUR ADVANCE NOTICE IS REQUIRED FOR ALL INSPECTIONS »>>>>> CALL (714) 644-3311 The terms and con itions of this permit are printed on both sides of this form. Applicant hereby acknowledges that he has read SPACE BELOW THIS LINE FOR OFFICE USE DEPARTMENT APPROVAL REQUIRED \ L. L Tlt.F PERMIT ISSUED BY: ~4 £4,;r;r::4J ~ DATE ISSUED: /--l./L-7 / 9S ~XPIRATION DATE OF PERMIT:. __ /_/..;_//:..........:.5'_,4, _____ _ PERMIT DENIED: White -Permit Pink -Temporary Office Copy Yellow -Applicant December 23, i996 BnB Engineering 2602 S. Halladay Santa Ana, CA 92705 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 (714) 644-3311 REVISED Re: Encroachment Permit No. 95-409 Santa Barbara/Jamboree Road, Newport Beach Dear Sir:: In December 1995, an encroachment permit was issued to your company for relocation of a water iine on San Joaquin Hills Road, west of Jamboree. According to our records, a final inspection has not been performed on the above project. If this job is complete, you are entitled to a refund of your $500 deposit with the City, however, to receive this refund, we must have a final inspection along with a compaction report to prove the work is complete. Please contact our office to schedule your final inspection and to submit your compaction report. When this is done, we will gladly process your refund. You may call (714) 644-3311 to schedule your inspection, or if you have questions. Sincerely, Sue Costeilo Secretary Public Works Department /skc 3300 Newport Boulevard, Newport Beach