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HomeMy WebLinkAboutR_5551_S• -• r-, CITY OF COSTA ME'SA . 1:1 ,, <I 0 > • • 0 • . • r 0 • -> . • ••-•i : 19 TH <I .. ::: t:l u <I .. 0. ... ' , CI TY 0 IZ C: :, UCI (' < \ ~ L.,-• .....,. I ' . 0 C E , OF \ NEWPORT BEACH " .. a: .. u <I D "o <;., -, 0-, 1,,_ o,, ROAD --.... .. ' I IJll~OJJIEtC"ii' ILCiJ CA "ii"llOli\'I i::J I VICINITY MAP N,5 EMERGENCY PHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EOISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEf/PORT BEACH (SEHER & \!ATER) co~:;.1UNITY CABLEVISION UNDERGROUND SERVICE ALERT BASIS OF BEARINGS 1-800-422-4133 714-835-3833 1-800-422-4133 714-640-2221 714-644-4471 1-800-422-4133 THE BEARINGS SHOUN HEREON ARE BASED ON THE CENTERLINE OF 15t~ STREET BEING llORTH-50°17'50" HEST AS SHOUN ON TRACT 1218, M.M. 33/47-49, RECORDS OF ORANGE COUNTY, CALIFORNIA. BENCH MARK NBS-9-66 HELL l'.ONUMENT AT THE CENTERLINE 11/TERSECTION OF IRVIIIE AND 15th STREET, TOP OF BRASS CAP. 1967 ELEVATION= 82.37 FEET Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold, of Cu;] Eng!n~/ design professional harmless from any and all liability, real or alleged, in connection with the &Lc.ntlSutu~Cf/ performance of work on this project. excepting liability arising from the sole negligence of design professional. w ::, z w > < w z > e; SHEET INDEX l . TITLE SHEET 2. CONSTRUCTION NOTES & STREET LIGHTING PLAN. 3. CLAY STREET SEWER CONSTRUCTION & FIRE SERVICE CONNECTION ALONG ST. ANDREWS ROAD. 4. STORM DRAIN LATERAL ACROSS 15TH STREET. 5. CURB & GUTTER, SIDEWALKS, AND DRIVEWAYS ALONG CLAY STREET, ST. ANDREWS ROAD, AND 15TH STREET. lil'IPJOJJIEtC"ii' ~llulE ·~ ~ NEWPORT HARBOR H:GH SCHOOL '<\ ---..le._ 15TH. I HAVEN PLACE ST. AtliDREIVS CHURCH [,..._....--,---,---,--,---,---.--,-\ \\ LOCATION MAP HTS --......___ LEGEND ---s-------/1/-------G-------E---- 51:>7 MANHOLE FIRE HYDRANT VALVE (HATER) l',ONUMENT ASPHALT PAVEMENT CENTERLINE SEHER LINE HATER LINE GAS LINE ELECTRIC LINE STORM DRAIN --r.s----TRAFFIC SIGNAL -•-------TRACT BOUNDARY ll-<> (75.21} STREET LIGHT EXISTil:G ELEVATIO:l GENERAL NOTES 1. ALL WORK DETAILED ON THESE' PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1982 EDI TI Oil, AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RES- PONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. HE SHALL PROTECT IN PLACE AND BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET, UNLESS OTHERWISE SHOWN. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL PORTLAND CEMENT CONCRETE SHALL BE CLASS 560-C-3250. 6. • ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURB AND f!ALKS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 8. 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. 9. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 10. STATIONS SHOWN THUS I 0+00 i ARE SEWER LINE STATIONS AND ARE INDEPENDENT OF CENTERLINE OF STREET STATIONS. 11. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 12. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIOOS. 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AT 846-3319 AND THE PUBLIC WORKS INSPECTOR AT 640-2121 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. - 15. THE CONTRACTOR($) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 14. ABOVE FRO~ CAL/OSHA. 16. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 17. THE CONTRACTORS SHALL REQUEST INSPECTION FRO~ PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (640-2121). 18. ALL DUCTILE IRON PIPE SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.?..6 OF THE STANDARD SPECIFICATIONS. 19. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NH/PORT BEACH STD. 510-L, 20. THE WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 21. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL (M.S.L.) DATUM. ~2. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCA- TION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 23. TRAFFIC CONTROL DURING CONSTRUCTION ALONG 15TH STREET, CLAY STREET, AND ST. ANDREWS ROAD SHALL BE IN ACCORDANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH). 24. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO EXCAVATION AT l-800-422-4133. 25. THE CONTRACTOR JS ADVISED THAT THE EXISTING SEWER MUST BE KEPT IN OPERATION AT ALL TIMES THROUGHOUT CONSTRUCTION. THE PLANNED CONNECTION TO AND REPLACEMENT OF THE SEWER SYSTEM WILL REQUIRE BYPASSING THE EXISTING SEWAGE FLOWS. THE CONTRACTOR SHALL SUBMIT A PLAN FOR INSTALLING AND MAINTAINING AN ADEQUATE TEMPORARY SEWAGE BYPASS SYSTEM TO THE CITY FOR THEIR APPROVAL PRIOR TO STARTING WORK ON THE PROJECT. ALL COSTS FOR THE TEMPORARY SEWAGE BYPASS SYSTEM SHALL BE INCLUDED IN OTHER .ITEMS OF WORK AND NO SEPARATE COMPENSATION WILL BE MADE. 26. CONDUIT LOCATION TO BE PER STD. 101-L. 27. LIGHTING STANDARDS SHALL BE TYPE I PER STD. 200-L AND '•MODIFIED BY GENERAL NOTE NO. 36 BELOW. SEE STD. 205-L FOR PULLBOX AND FUSEHOLDER DETAILS. 28. STREET LIGHT FOUNDATION SHALL BE PER STD. 200-L. 29. STREET LIGHT POWER TYPE SHALL BE MULTIPLE (PARALLEL) CIRCUIT PER STD. 204-L. 30. CONDUIT SHALL BE l¼" NOMINAL DIAMETER P.V.C. CONDUCTORS SHALL BE COPPER TYPE TW OF AWG. SIZE INDICATED. GROUND SHALL BE NO. 8 COPPER TYPE TW (GREEN COLOR INSULATION). 31. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE POLE BASE SHALL BE NO. B AWG. TYPE TW COPPER. 32. CONDUCTORS WITHIN POLE FRCJ,1 EACH LUMINARE TO POLE BASE SHALL BE NO. 12 AWG. TYPE TW COPPER, INCLUDING GROUND WIRE. 33. SPLICES SHALL BE MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS. 34. 35. 36. PULLBOXES SHALL BE NO. 3½ BROOKS PRODUCTS OR EQUAL. INSTALL A PAIR OF IN-LINE FUSES IN THE PULLBOX ON EACH BRANCH CIRCUIT IMMEDIATELY ADJACENT TO THE MAIN CIRCUIT. LUMINAIRE: GENERAL ELECTRIC M-150 CO (CUTOFF), AM ELECTRIC, OR OTHER APPROVED EQUAL: WITH 70-WATT, 5800 LUMEN HIGH PRESSURE SODIUM CLEAR LAMPS; WITH 240-VOLT INTEGRAL REGULATOR TYPE BALLAST; AND WITH 240-VOLT PHOTOELECTRIC SWITCH. LAMP SOCKET TO BE SET FOR TYPE II DISTRIBUTION. APPROVEO UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHl!:RD AND THOSE SHOWN 0"-1 Tl-IE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCA1 IOr. ANO EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH l!dPROVEMENTS PURSUANT THERETO 4GREES TO ASSUME LIABILITY AND TO HOLD UNDER- SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUE!l.lC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED THE CONHt.,CTOR IS REQUIRED TO-TAKE CUE PRECAUTIONARY MEASUR~S TO PROTECT THE UT11.1TIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'& RDPONSIDILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED EIEJ!"OJU; DTARTING WORK. F? ~ Q~ CJRe!aeiriCJ9:wi,cyJ1/illi-0m~'1A~o~ ~ '? ~j PROFeSSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS 1---1---1!---------------+--_-l~O!!l~---I . R.E. NO. • I o;J ":> I ii~'iillE SHllEIE'ii / 5'1 P.O. DOX 2!190 • 1A01 QUAIL STRFET. NEWPORT DEACH, CALIFORN1,:. ..,2663 j_!, I,,, 1 I e,~ DA DATE BY DESCRIPTIOl'l DESIGNED DRAWN APP'D, 13. p. P. e, :r. CIYV 0~ rJIEt'J~Ofl.Y OlffiC~ REVISIONS CHECKED DATE 0 f.P 10-\7-<o':, PUBLIC WORKS DEPARTMENT SHEET 1 T J. 1 L/ l-1; ST. ,4/V DR.!:tJ.S. -PJ2Ea.S8 'tTt;;f<_1Afl/ C.H0~u-l :CMPROVb,viG"NT..S -"IMP S/11\FF )J l el SCALE: 1" 40' ' \ C. G. MICHIE No. 6494 M I C H I E & B R I N T 0 N ELECTRICAL ENGINEERING C0NSU[IANIS 17821 Sky Park Circle, Suite L Irvine, CA 92714 Telephone: (714) 546-2657 ' vol TAC:rE. Di::of" l'~t1 'SC,.F':-JiGe, .,, )- V<Oii-!Bf~O.~I % • _:,TA.? +70 '57 / . "' ~ ~ NCW C!DUCATIDN OUtl.CJll\lG m 0 I 0, I • CXIOTINO Fl:iLLDWOHIP HALL RCii:MOCl:aL '?1A, 7+7i,,. ROAD NE!W OANCTUAAY ' • I I I ' • i i i ' • )',:·. ,, • ,1-. 116 .•. 1 I • • • • l > ,)' ', 0 OXIOTING OANCTUARY / ADMINIOTAATION ,-------e.><.1~,-,rJ"I 6.~,e::,, ~-~"'I~ ~6ft,~r-,e,i-., ., ' @ ' ' ' ' ' ' "=>TA. (,, + 1.1.. 'tlj;'F#-----l---t::10Ti,:. I . ' ' I 1-w w a: 1-· en di;;:oiJ1I$ ·_A.~O pu,..1,., -e=,o;(e:6 A?-e. ~o~r-J t:'l~fl.,~ ~ "'i'f'iJ!!;. 1r,i"e:,i..J::;>e.-i:::, \...i:="~'j1"r¾, F"'c:>FZ-C.-L-,4,,i-1-1T''f, L,,G,~.,-e,. 1rJ A~~ .J1j"~ 1'"1-fE::-~A..JOAf"l-,0 17~'..J'=f" A.~ ~ '='"I" .,.-,-If?-<:',fer-l~L-...Je:.,i~. '-+---<S!> . '=>lA. 6+ J,Z. .c -II) ~· A DJ U 5, l..oCA, I oiJ TO C.OJ1Je,1 DE- W l'fll f"AI iJ,E'.D ':>Tfi;J PE-"=>E:-f'Af'v"<-1 I t-Je:, AD:J/',6E-IJ1 A}-Je:,L.E.-f"Af'-1'!. I J,.l6 ?!"A.GE.'?, bl O:I f, 'SE.E:. u,Ef.lE.f:AL.. JJOTE:-S '2h 71-1 ~U'.'.'(f-1 3,:, OIJ <SHee-r I FOie: GJEµE:ff-J.. f':E;QUll".E.ME.ITT'S, COIJ'ST!e;IJC,TIDiJ µOf'E.'$ OW TH!'=> -:,t,IEE.f -rAKE;. F'f?.EGE. i:::elJce oveie: ure+lEf?,<s.L 1-10,1:6 . • s.,.I? l: 1::.,. SEWER & WATER IMPROVEMENTS W-CONSTRUCT 8" Dl~ETER VITRIFIED CLAY PIPE SEWER LINE. 0-CONSTRUCT 48" DIAMETER MANHOLE PER CITY OF NEWPORT BEACH STD. 402-L. ®-MODIFICATION OF EXISTING MANHOLE PER DETAIL NO. 1 ON SHEET NO. 2. @--MODIFICATION OF EXISTING MANHOLE PER DETAIL NO. 2 ON SHEET NO. 2. ®-sAvlCUT, REMOVE AND REPLACE A.C. PAVING IN KIND-PLUS 1" A.C. PER CITY OF NEWPORT BEACH STD. 105-L. ©-PLUG ABANDONED SEWER LINE MANHOLE INLETS-PER SEC. 306-5 OF "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION. (u-REMOVE SECTION OF EXISTING 6" C.I.P. WATER MAIN AND INSTALL PRIVATE FIRE SERVICE·PER CITY OF NEWPORT BEACH STD. 512-L. @-INSTALL 6" D. I,P. CLASS 50 WATER LINE WRAPPED !N°P0LYETHYLENE WITH FITTINGS AND THRUST BLOCKS. STORM DRAIN IMPROVEMENTS @-INSTALL 18" RCP, 2000-D. STREET IMPROVEMENTS CONSTRUCT TYPE 'E' CURB,ACCESS RAMP. STD.-181-L-A & B.0 0ELETE HERRINGBONE PATTERNGR00VINGAS REQUIRED BY NOTE 11 ON ST0.-181-B. CONSTRUCT TYPE Ill COMMERCIAL DRIVEWAY APPROACH. DIMENSION AT 'W' SHALL BE 26.00', STD.-166-L. CONSTRUCT TYPE 'B' PARKWAY CULVERT. ST0.-318-L. CONSTRUCT TWO 4" PRIVATE DRAINS THR0UGH_BACK WALL OF EXISTING~CURB INLET. PROVIDE 4' -0" SQUARE C. I. TREE WELL GRATES AND FRAMES PER URBAN ACCESSORIES #T-24, WITH STANDARD FRAME. TYPICAL AT ELEVEN LOCATIONS. REPLACE EXISTING 1½" WATER METER WITH NEW 3" METER AT THE SAME LOCATION IN VAULT BELOI/ SIDD,ALK. STD.-514-L. READING LIO OVER METER. REPLACE EXISTING WATER SERVICE CONNECTION TO MAIN WITH 3" A.C.P. SERVICE LINE AND 3" HOT TAP TO EXISTING 8" A.C.P. WATER MAIN. @·CONSTRUCT TYPE 'A' STANDARD 6" P.C.C. CURB AND GUTTER PER STD.-182-L ANO 6" THICK A.C. PATCH STRIP PER DETAIL SHEET 5. @ REMOVE EXISTING P.C.C. ROLLED CURB AND 5TRIP OF EXISTING A.C. PAVEMENT PER DETAIL SHEET 5. l C0NSTRUCT GOJJU~uf10U A%rfMY:1,_,{ CA~-1 PER CITY OF NEWPORT BEACH STD. 317..-L. SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT IN KIND PLUS 1" ADDITIONAL THICKNESS OF A.C:._PER STD.I0S·L CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. 310-L. @ REMOVE EXISTING CONCRETE SIDEWALK. REPLACE WITH NEW 4" CONCRETE SIDEWALK 6' -0" WIDE. STD.-180-L. , @ REMOVE EXISTING CONCRETE SIDEWALK. REPLACE WITH NEW 4" CONCRETE SIDEWALK 11 '-0" @J:::--~11%1l<11Cf Re-to. f'1f"6' ui1.1.1>-~ rei:e c;rr;' Pf µewr"'1'1' l!'t'ACI-I t:ffo. °'?l~-1... @--' Lt'wei,:: 6'A,O.P. WA1'6R MNl-1 ft!": \:X]AIL ll• .\-t'\l 0\le6r-\J~ .\- Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of cons_truction of the project, including safety of all persons Colifomio Council and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold OfCfv!J En9!nzcr1 design professional harmless from any and all liability, real or alleged, in connection with the &lcndSutu~l:U'/ performance of work on this project, excepting liability arising from the sole negligence of design professional. WIDE. ST0.-180-L. @ CONSTRUCT P.C.C. CROSS GUTTER SPANDREL PER APPLICABLE PORTIONS OF STD.-185-L. UNDERGROUND STRUCTURES ALL UNDERGROUNC:, UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHl:R9 AND THOSE SHOWN ON Tl-IE RECORDS EXAMINED ARE INOICATEO WITH THEIR APPROXIMATE LOCA-, 10,.. AND EXTENT. THE OWNER 8Y ACCEPTING THESE PLANS OR PROCEEDING WITH •l!,IPROVEMENTS PUR'lUANT THERETO AGREES TO ASSU!,IE LIABILITY ANO TO HOLD UNDER•, SIGNED HARMLESS FOR ANY DAMA.GES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBl.1C RECORDS EXAf•IIINED; LOC,1,.TED ,o.T VARl,1,.NCE WITH THAT REPORTED OR SHOWN Oflt RECORDS EX,1,.M1NEO '"HE CONTR,CTOR IS REQUIRED TO· TAKE CUE PRECAUTIONARY MEASUR<':S TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY Tt'IE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED DEFORE IIITARTING WORK fr::~ 2? ~Jretr CJ8ezit,'WiWmmCJFlifk.-.Jai1c§Jm]ckt-&1 n ''?-Is( PROFcSSJOtJAL ENYIRONMENTAl: ENGINEERS & PLANNERS f B'1 P.O. EOX 2D90 • 1A01 QUAIL STRFET. NEWPORT DEACH, CALIFORNI;. o12tllS~ .LS, . __ Af'r-'."-d\/t'-o n:,i,: COfJ""]1<.vc1 iol-.! Wo,t'h, ·-• I , I '.i?',2, ?')A 'l..➔4~ ·•. l ·----------".;,T,A. 0 + 00 7· 4-51-lt..lui t-/Af'.Wf, )2.D --------~ II . {'51A-2.+ 4 'l,t;7 ) ·------~--~· -~'5TA. 10+ 84.'l~ DI\TE BY. STREET LIGHTING IMPROVEMENTS INSTALL l¼" SCHEDULE 40 PVC CONDUIT WITH 2 #8 COPPER TW CONDUCTORS PER STANDARDS 101-L AND 204-L, INSTALL 2" SCH£DULE 40 PVC CONDUIT FOR SOUTHERN CALIF. EDISON CO. (S.C. E .. CO.) STREET LIGHTING SERVICE. .(DEPTH AS REQUIRED BY S.C.E. CO.) COORDINATE REQUIREMENTS WITH MR. JOHN MC MAHN, AT (714) 973-5491. @ · CONSTRUCT CIRCUIT BREAKER SERVICE CABINET WITH ONE 20A-2P CIRCUIT . BREAKER. SEE DRAWING STD. 206-L. INSTALL STREET LIGHT POLE FOR 20'-9" LUMINAIRE MOUNTING HEIGHT WITH 18'-9" POLE HEIGHT, AND 4 '-0" BRACKET ARM, PER STANDARD 200-L (WITH CUTOFF LUMINAIRE). INSTALL STREET LIGHT POLE FOR 27'-9" LUMINAIRE MOUNTING HEIGHT WITH 24'-3" POLE HEIGHT, AND 8'-0" BRACKET ARM, PER STANDARD 200-L (WITH CUTOFF LUMINAIRE). SAME AS ® BUT WITH 4 '-0" BRACKET ARM. SAME AS ® BUT WITH 8'-0" BRACKET ARM. INSTALL STREET LIGHT PER STANDARD 202-L WITH A POLE HEIGHT OF 15'-3"' OR 16'-011 • LOCATE P?LE BASE BEHIND, AND AGAINST, EDGE OF SIDEWALK. LOCATE PULLBOX WITHIN 5'·-0" OF POLE CENTERLINE AND TO SUIT STREET LIGHTING CONDUITS, PER STANDARDS 101-L AND 204-L. APPROVED ~WM(f. DA CONSTRUCTION NOTES AND STREET LIGHTING PLAN DESCRIPTJO:l APl"D. DRAWN J.A. CIYV 0~ rJIEt"J~OaY DlffiClal REVISIONS CHECKED f G.ff. tj t,... DATE 10-17-63 PUBLIC WORKS DEPARTMENT SHEET 2 07 5 :r. ,;,.1 Y"'l-o 5 T . .IV'J W,.F;:W$, PR.S' 6 '3 '(Te" (Z v!-N Cff lA I.?: c..-H :::./VIP(,2.0<IE.-t1E.-Jn; -:I.,Mf" 5MF/~- / \ . \ (75'.ZI d) ~~ NEN C/IANNEL /A/ MAN/loL.G-~--'oA5E ?,;::oM N'EN 8" INLET • Pel( C:ITY OP N.&N,Pc?RT 8t:-,4C:/c/ STD. -4':?Z-L EXTEND SMOOT,'/ T"<4NS/TIOV C#'4NNEL ,CO.Ac' .1\/EVV 8' INLET M. H @ INT. Or ST. 1/NOl(eWS ANO CLAY (78.47 d) /l ST,<et/CT IVTS I I I I I I I I I I . I L .J ]~ \ Ex'IS-7/NG e· VC/' s&We,<: ro BB' PL.UGeO 4AIO ,48,4NDON'ED IAl·,PL,4C£- R£:Mt7J/E: 1NTeK.P&Jr::/NG POR7'lt?NS op exl:97'hVG 8" SE?NE:R. , !'fecoNsT,<?OC7' A-fAtvl/OL.e BASe ANO BEAL CJLITLE7 N/T/1 BRICK_ ANO MO,t;:7?1,<;; ---.__ __ E)(TE/\/0 SMOQT/1 TR.,4NS/TION C//,4NNEL.. FO~ NeN 8" tNL.E.7 ~-Ft?l!J1,f ;\IE'N c;,t./,41-./NEL /,V p/ANHOLE .6,4S'G 70 NEW B" t?l/TL.ET ,PE,R. C/TY t?,C Ne.WPC~T 66,fC/I S;TZ?. -4<?2-L. _M. _____ . H. __ . ____ @_li ..... 'N_7....;.. _a;;._~_~......;.;.,' R..;.;.A..;..;7i....;;'E;.......;A=M...;.'O.;...._....;;C;;.;;;'L.;.;..A.;..;.Y ___ ([\ IVrS' '01 NOTE: I PRIOR T(? STARTING COAS'T/.?L/CTION cc?N7RACTOR SHALL YeRIFY LOCATION Jf 'lCl. '1'1 £ INT. ANo EL..E-YATION or= e.><1sr1NG vr1L1T1es ANo NOTlrY ENGttveE/? C?F AN / //4/l(IATIOI../S /=ROM OeS'/,;;;,<,/ G,'i?r1£7ES'. "-. 2. 71-/E CoN'TR-4CTC?~ IS /20'//'SE-O THAT T.tlE ENST//\/G SEWER. A4tl5'T BE ~ /~ .. /::EPT /N Cl,PEl(A7/CN AT-AL-L TIMES' -T/IRc?UGt'/Ol/7" -CONSTRUCT'ION. ~,✓ ~S- 7,L/E PLANNEP CC?NN.Ec7/0N n;, ANP ,'fEp,L,fce,,WE-NT C?r T//E-SENE.<:". ,f / Sy'STEM N/LL /.?E<y'Ul,RE BYPAS'S'ING T#E EXISTING SE//VAGE-PLOWS. -~ THE. CC?NT,<;;AC'TO"'( Sh',4LL.. SUB/WIT A PLAN FOR /NSP'/L.L./NtG ,-,;v,o y MAINTAINING .4N ADECf?L/ATE re,1,f,c'C?/ZARY SeNAGe BYPASS' 3}'ST,G,l,1 TC? T//E CITY rt?;{' 77/.E/,,<e A/",P/::;CJY.4L ,P,'f/<7/.? TO 37,2/RT,IN<:; Nt?,'('A:: c?N 7,1/E P,ROJEC.T. ALL COS'TS FOA( 7,L/E TEM,PO,RA,Ry' SEN,1GE-Bj/,P,4SS' SY5'TEM ;°" SI/AU BE /,VCLUOEO IN OT/IE,,;: ITEMS-OF NC?/i;'I< A/v'O NO q SE?A,R,1TE COM'?EN.9ATION ff,-;LL BE-M/20,E. I CONSTRUCTION NOTES 0 COIISTRUCT 8" DIMITT'ER VITRIFIED CLAY PIPE SEliER LINE 0 0 CONSTRUCT 48" DIAl!ETER MANHOLE PER CITY OF NEWPORT BEACH ST0.-402-L HODIFICATIOII OF EXISTING MANHOLE PER DETAIL ND. I ON SHEET ~'O. 2 © ,100IFICATION OF EXISTING MANHOLE PER DETAIL NO. 2 ON SHEET ~'O. 2 0 SAWCUT, REKJVE AND REPLACE A.C. PAVING IN KIND PLUS I" A.C. PER CITY OF NEWPORT BEACH STD,-105-L © PLUG ABANDONED SEWER LINE MANHOLE INLETS PER SEC. 306-5 OF "STANDARD SPECI.FICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EOITION . . .. . SEE DETAIL 3 7 , ~£LOW LEFT ~ l7",=,t~~~ ili ,,.--...ST. ANOP.EWS PR.eSBYrfrR.IAN Cl/1/R,C// ~ -------?'--EXISTING WATER METERS TO BE REMOVED "Tl?. /2ZO ~--------ANO SERVICE CONNECTIONS CAPPED-OFF•=-------- 6'" --.___ ----..____ --ALEX/STING ·wATER--MAIN -PER PRD!ECT "',~ "--._ -.._____ _ PWMB/N{; PLANS 'j' 32 ~N::---.___._ I..!..::, /46 /4G 0 ----~ co _.. -?r" \ f? ::::~lfft~~~ _(ffsA~~ZJ3i'T-) z-~-==~-==;~m,...,,i~f pp ---c,oO---\ WM O /43 \ EXIST/,VG s, 142 \ \ 5.eM/e;e_ E. SL?#ENT N 83,. Z'Z '58" 24/. 74' .fl. 34 /1+-__ E;(lt'TT!f/G I IN PLAC t/ 's Tt7 e,E AB /.0 fll /! • • PLI/G RE 'AININ~ 8"S AN'. IN PL4C P.!?/i: ::SECT. 30 5P-"""/r. '7-'<: .Pl/8LIC NOR-<:: A5,4NOt7,V -S Or '.57AM. CONST." --------1..._.!,__--,- ENO 8 '' SENc~ (i,v )"" ~'-2_'1-_4~1/._. 7-~'4~ft~E_Xt~l5---'-7i_7M_G_M._J_I .. -~----l 4 Sr.34.7'7 f!! cLAY ST. A:/OC7lrY E,>(/:S77NG A,f.,t/, PER t?eTAIL Z AT LEFT I 144 2+46.2 '2' /1-./T. 1--+---+-------------t---t (714) 833-0070 N.50° S7'C7b" 24~.63/ APPROVED --ENO 8"Sel17eR (e) 2+48. GB ft A-1./1. NO. Z = 0-'00. 00 !if CLAY er. CONSTRUCT 4a• 01A. M4YHt7LE- ?e,e C/T)' Or N'E½',Ot?~T BE,4c// $TO. -4C?Z-L G!:G/N C~ SEWER., ( E) 01-00.00 ,t ,M.h'. /\/0. I ~ 2+47.G7 ft CL,4Y sr. _CC?/.IS'T,eucr 48" OM. ,1,/,;fNHOL.E PeK Cl7',Y t?r ,Ve-NP"7RT ,!}&AC/I STO. -40.?-.L 0JJJ t. fpJJ/lf e PLAN AND PROFILE DESIGNED DRAWN • • . A~~ .. 4 RY J. MIEDEMA 16 3 71 RCE ? ·/S-l?)l--oA_TE_,__e_v_,_ ____ o_Es_cR_1P_T1_0N ____ _,_A_PP_'o..--1-c,~~-cc-==#=--··_--t:· -c-c-==·~_:4_#_-l -CITY OF NE\"JPORT BEACH REVISIONS _ c~~~ □A;~14_83 PUBLIC WORKS DEPARTMENT DATE SHEET 3···0F 5 _/8 'PRIVATE STORM DRAIN PIPE . ~-CSE£ ONSITE GRADING AND. --DRAINAGE PLAN) __ ~--- -:2-0-12" PRIVATE STORM-DRAIN PIPES ( S££ ONSITE GRADING AND _-DRAINAGE PLAN) 1.4.w IWv'. ii' ~ . ·I ~:': I d ~-"( 3 (I:. '3 ,<{ s <:P I ~ I~ I I -r I I I ) I).":)' 1e,'-t b lli ~ ~ I -o' 91-04.92 f:.)(I'?',-M.).{. -RI/.,\ =-77, '1-<j F.L-. = 71...G9 ~ I I 10+84.92 1.1 f:,Xl-,,,f. SO'' I c.c. WATER. I [I I ul t X 1\1 I ' _CA0770FJ: -"Cl)•T-r&:>1\--rcJp-c=iTA-ri-1 IZ:Oa:\/ --US-t-r>-/=ICt_~ __ C_,J:1,,,......,-V_'--AJL:__ T PRIOR. Tt:J co_t,JfiTRI.JCTfOf./ c/T!Ltr( L.Oq\ T!Olv Af.JD l:"l/3r/ATfOI./ AT CRO&?fl./6 POl/.17'1?. . -. PROFILE S'.:,t\U" HOR(-Z._ (fl; ro' -VER 1"=4' -PC..Al;J • 'SCAL-e' /11-: /0' -----·1--='=:i:!ef'tjg TO f;.P--."7'!" i-16\!Jf'OFq' -~He1011-r0 '="TORM DRA.\W @--.IW":;ff.N..-L, l<o" tz.c.P. > l).oo? p ---rC-:f.'C:O DWa __ lJ ~ G, a:? f'o\-'-10\-1 t;,,D. ~-( l~-+""4-4:) -CE, I\J"]'. W\11-l Ii)" I< C.P.' 0-r,:,~ r.?R,t>..\W LA-p:':Ri\L - -::ROCKWEf:l.A-33.::__~ cIRANSITIONXOUel.lNG- . =cK.EquA~-- --Vi,,1«7lcAL--e:e'IJO J>..\JCHO~- --c:: __ f"E:R. ,;,--p_ <:,,OG -L -=-ClYPICAL--'2. l.OCATIOl-10)- qj;,' 'cow0-r: Cof-J1Jec.-rio1s1 A00elv\&L-'{, cA0e -, f'er.: c11'r' Of' ~ i-Je:UJpoR( e>t'k::H 0iD '31'2--L-' @-10.t>-VJa.J-(, ReMOVf: AIJQ f',epu.c.e A,C,, f' .... Vt"Me,.l"f I \J l(.J\J,::, rL,UC., I" ADDITIOIJAL-"fHIC-1::We~ Of' A.c:-PER STD. 105'-L @-cowc.:.-r. JIJIJCj1O\J hjR\JC-n.Ji<r!: \J• J f'e'~ cin' Of . 1-ll:5\/JPORf &i;/>.C\-1 0TD. 310-L-. @---'cow0-r: p.0,c. f'IP!:' C.OL-LI\R F"e'R cnY t7f !-lc5UJfl?R.T , ;&tA.OI 0T~ -'613-L- @)--'LouJe~ '()q A..c. P. u.lJ1..1t'R MAIis! f1:;R QefAIL-\J0-4-ol,l """ ee'( 1-l ~ 4 L . --e,• f>...C.P. I.V.l>--1"6~ ROCKWELL 433 TRANSIT/ON 1; ,.,,, -• ----~-22-11~_: __ e,_e_u_,.,-!Ml---=vwam-, ot?_£QUAL _ -- MIN ~DIES~-- .. .,>:--.':--.Af-----,r-----------llr-f 1=D1ss3ll~rJ:rP:~HA1-rBFINcrrscoToosELY IN 4N~8J11[~POLY£THYL£1J£ WRAP.-: ~_ •• _ : 0 . /j• .>D,.··:_#-. • ~' . ~ /). . .-< -•. -. -'. +>: --·· -• 221'J>. 0 E!>el-lD 8°L:Cehl,:;-n-l of' -----: • ·:-• .-·:,, ·_ -:~-- ~-=B~ D. I. P. ( GL.I>\'=""" ~) ; _-P -=--11-IF<\J0T -e,t,.ocK-fel'< ------- ~: .BENDS SHALC HAVE MECHANICAL TOINTS =-AT EACH ENO ~-~=1;:,10-L •• ==(Cf-(f"iCA\.-'1... LOCi\TJOIJt,,) __ WA71::~--MA\!'-I ~E:[<IN~ DE.lA\L@: __ ~~l ] ~befl CJJeil/,,CWilTiam'Prost ® §lssocia.tes ~', 1 PROFESSIONAL ENVIRONMENTAL ENGINEERS" & PLANNERS '& P.O. BOX 2!590 • 1401 OUAIL $TREET. NEWPORT BEACH, CALIFORNIA 92663 ~~QRMJ2~\t-.1.::_c.h.TE~L _ • ~---1~:n:1-~~E:eT LJ (714) 833-0070 • ~-,MC? (?,,;.G2,t IO-l'l-8,5 ----<Zl¾IL. F.' Plc:>KAR; =R-c..e.19e,3 . c,8,e-- DATE BY DESCRIPTION APP'D. REVISIONS DAT DESIGNEq DRAWN '?.D, ~~'{VILIB f.6.C-, CHECKED DATE G.f.P. 1'7-19-irb CITY OF tJE\•JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4, OF? ::C.@l'>b" J\J. ,t_\",-71:, ST. AN.DREW.s ?t<&'SBYTeR.v'lN L-tfcARQ-l :C.1'11P~C>V$""/11G'..Vn; -.::i:-,/1P.SA1F~ ( ) l .. " ' o'' e. o' o ff .. • 04' 30 .. 3.00' 1.34' FIRELINE DETECTQR SEE SHEET 3 L:118.42~ • SCALE : •. 1" ~ 30'-0" ,;-.. <o ~ + "' <( I-w b u 0 0 ~ ' . ,._ a, C 0) 0 ;t m ++ • + 1"1~ 12 r--' < ;! ROAD~ .. ., --- .. C) cl-0 0"' +<t 0 ai "' • 00 0 ..,'r--,+ I-Po "' < .. ., .lS. 0 ~ "' .<t + i.c .. ., 0 0 r--"' "" + + "' "' < " .. ., '" 270.72' o:ecr oo· oo .. A:13.00" L:20.42' _ __, <!> .z u- 1,-.: t:; ... --x '"'" ~, :a: IC .., STORM DRAIN MANHOL (SEE SHEET 4) o:ee-11• 50" R:13.00" L:21.83" -~~ GAIL P. PJCKART ;: 0 .. ... ~ !, .. z -s:r~S_-t_77.13 _J5 T~_:STREET- =-•SG.22 ST.ANDREWS •. . . ·. :_.· ~ STA..=_6+75.00 --- 40' • •• • 29 1 .•. ; . i----,-=--1 '. .. 11' . ·-· ..... . -. . . . _: : .. . ' : . · .... .... . . ..... ,• '. , 38 ' G 40 ~ ru ,W oc ~ 00 ST"A"7 +55. 00 -:sTA 7+95. 00 STA~8+30.00 STA_8+80,00 I STA. 9+54.91 4-ZG'WI DE-DRIVEWAY 1 STA 0+00 -::s.IA.10_+84.32 15TH STREET =•-0 •oo---CLAY STREET ROAD CONSTRUCTION NOTES Construct Type 'E' curb access ramp. STD.-181-L-A & B; Delete herringbone =palte,i,-grooving as required by Note,] I on. Std -181-B Construct Type III commercial driveway approach. Dimension at 'W' shall be 26.00' -STD.-166-L. •• • • ·~ , • 'TD VS L. r,Jg C,.,,t,.,; OC"""""'-4' Cl 1 C :0;" .a . Construct Type 'B' parkway culvert. STD.-318-L. 5:•:t: u:t ~" p:; ate drain t~rou3~ e•: t 5r9 lGI le Construct two 4" private drains through.cback wall·of ex,slin9c0rb-inlet: Provide 4'-0" square C.I. tree well grates and frames per Urban Accessories #T-24, with standard frame. Typical at eleven locations • Replace existing H" water meter with new 3" meter at the same location in vault below sidewalk. STD.-514-L. ·Reading lid over meter. Replace £x1stin9_waterservice_connection to.rTl_din w1th-3 11_A.C.P. service line and =.3.".hot tap to existing .8"A:-c:-P~-watercmain _ __ . _ ·construct Type 'A' standard 6" p.c.c._ curb and gutter per~STD.-182-L ·and.G'thick A.C. pafcn-sfr,p.-per detail Uiis sheet. . .. -•. Remove existing j).c.c. rolled curb :and .strip·of exisltrtg A. c. pavement cirer=aetai l, this sh~et:-"":::--c Remove existing concrete sidewalk. Replace with new 4" concrete side- walk 1i'-0u_wide. STD.-180-L. Remove existing concrete sidewalk. Replace with new 4" concrete sidewalk 11 '-0" wide. STD.-180-L. ® 'Cortsl,ucLl'.C.C. cross-..:-guHer spartdrel_per applicable portions.of STD-185-L 1: Rf w ' 30 19' II z' ' G OR II ' SAWCUT S£E PLAJ,; . _·re.ELEV-• 2"/4:t --.LINE / PE.RPLAN 2% ==:j'+ ~x-:;;:~-;;;;;£T / --:.■ ,; ·4.··. ·.·,i.•:-·-·•· ... ,; " ' .,, 4.~:4 ;.,-i:r ~4-"TUICK-P. C.C. _pAVE:MENT _ _b.:!_THICK A.C. PATCH STRIP PLACED fN TWO Llf:TS -(4'.'BASE COURSE AND 2" EfN/S/.1 COUR.SEy-·---- ~ SIDE.WALi( . LTYPE A"P.C,C -CURB $ GUTTER (G"CURB FACE) TYPICAL STREET SECTION DETAIL ALONG . CLAY STREET AND ST. ANDREWS ROAD . SCALE: I"= !i' AACHITl:CT IRWIN & ASSOCIATES AIA ·' 10400 PACl,IC COAOT H\"/Y , o HUllTlllOTOll COACH, CA 03040 o TOLl!PHOllll (714) 040•0010 AFi'OOVED Q~~7~1 11.£. r:o. ----'-'--'-'--'--I ¢URB & GUTTE_R, SIDEWALKS, AND DRIVEWAY APPROACHES ALONG CLAY STREET, ST~ ANDREWS ROAD, AND 15TH STREET AO[)£[) CONST. NOT£ 38 ALONG JS r11 sr. fe,l./2{ f/~28-83 __ G.P. P. _!____gEYlS_ED_C. f G GRADES_AND_ElEYS. ALONC CLAYS. '1-.t!!if:.. ~ . ,..,.k, 11.'\TE llY o:;:•cm;,no:i 'l-/0-8.3 R.c.e. 19932 OATE REVISIONS AF?I). CHECttED EEP$ • R5 DATE 10-1"1-l:io CITV 0~ tJIEl.-:J~OnY DlffiCM PUBLIC \'JORl<S DEPARTl.1ENT SHEET 5 07 5 / ·• a; (II ~ ~ ft'i ~ \A ~ ~ - ~ ~ ~ Cu .. • • • ~~- 1(_~551-S S~. A-,\d.l~• $ c,, \\""~ eh ~'o.li'1is; aJ\ * ::f.2. ~ r0-'Ll4 NEW c,L/A/1/NEL /N ,#ANh'OLE !JAS-E r~OM /\/EN 8" /NLET PE~ C:/TY Or NE-N,OOl<T BEACH STD. -402-L. 1 --J\/cW ,8,,. //Cr' SEWEA::_ I - ' - ---... >- -l --,._ ! - +-• .. .. - .. ---- ---- -• --l ----• • - ' - ------ - -----r----.:: : ,--- ,- ----+-- ' ' - '-1-...;_ ' -·--· - ;_, I--- t··- -·----__ + __ _:_ -- ---- 1 I.. -j _j ' ' ' ' ' ' --- ---+-----r --- ' . . --__ :-t. ,---·-_:::;_· __ ----,-- ---4 c-·----~--- - _: t ----- Jc -f--_,_ ---_L_ _: J_ ~ -+--·- \---l - ' ' tt -- • . , --- -c-· ! +-J----~--, ___ __:___ _M_ . ..;..H..;... _@;...._IN_..;.;T.;.....;;;.;.OP_.;;..s.;..;..T._4;.:...~_;~...;..~~c.;,;;,.W..;..;;~;....;..:.A;_~_v_Q;;_;;~~A..:..:.Y_., 1 ' (78.47 ;E.) NEPV' 8"Ycp -~ 5ewe~ CO.RE .0,40L.. L.. 1 EXIST/NG, -----1 A-fAN'#OL.E .5A5"e /="OR #E.w' 8" //C,P SEPVc~ I I I \ \ \ \ - ~ rO/!.M ;\IE'fl/ c,L/ANNeL //,/ ,.t,fANHOLE .a4S'G TO New 8" CJVTL-ET ,Pe~ C/'TY Or' NeNPl?/4:T 6E;4C# SW -#2-L. _M._. H._.~@_IN____,.;7. ___ Or_..;..~..;..'/ l<....;.A;...;..;...TE;;;...._..;..A..;..M.;.,;;;'O_.;;;;.c.;;;;;;l.A;...;..;;..Y ___ (f) Nrs \:=} NOTE: . I PR/0~ TO START/NQ CONST,'?UCTION cCJNT,<fACTOR SHALL. Y.ERIFY LCJCAT/ON -- - .. ---., H - --· ... I 0 ·. . • "Tie. 1220 .... -.. FH • • . "' .. - - -1---- N 8:3" ZZ '58 ,, W 24/. 74' 5 ANC' .GLE-VATION' OP E)(/5"T/N'G UTIL/T/ES ANO NOT/PY EIVG/1-./EE/( o,c AN "' I J/4/R/AT/ONS /=ROM OES/.;:,,v' G,'?~L?ES. '-- 2. 7HE CON'T;<?ACTC?~ /S Aov?sEo Th'AT T#E E,x?sT,'NG SE-WE/Cc. /WVST BE ~ I~ -' -. I EXIST. FIRE HYDRANT /::EPT /N O,PERATION AT ALL T!MeS Th'ROUG/IOUT CONSTRUCT/ON. <..'l/.f ~s 7,t,1e PLANA/EL? coNNL=CT/ON m ANc REPL4CEME-NT c,,c T#E SEN.ex: 7 / s· I 6 _i;-' ~-t/F/RESERV!CEUNE\ a.c.,_,,., $l"Cn•:.JAJL:L7 -~~,, ----------r SYSTEM IV/LL /4"E,?b'//(E BYPASS/NG Th'E EXIST/NG SEl'VAGc-rLC?WS. l"J(;,,_ 7/le. CONT,'<;'AC777~ S/l,4LL SUBM'/T ,4 PLAN ,FOR /NSTALL/,v',;;. ,;f.A/,0 / . MA/NTAIAI/WG AN AOE-c,:;>U,47£ Te,t,f,P0/<4RY SENAG.E:-B,Y?4SS S/ST.E,-),f TO T/-lc C/TY rr?A? T#E/R A??~Ol'l!L /',R/0/4' TO S7,21R77A/,:;; l'VO/('K c?h' WE PRoJec;r. ALL COSTS PO!< T/IE TEMPORARY SENA-GE-B,YPASS S)/S'TEM /~ S#4LL BE /,VCLUOEO /N OT#E~ /TEMS-OF NO/<_','( ANO NO ~- SE/',4,'?,4 TE CO.WP.eN'3AT/ON IY/LL BE MAOE. I CONSTRUCTION NOTES CONSTRUCT B" DIAl£TER YITRIFl[O CLAY PIPE SEll[R Ll"E N £ W ~ DRIVEWAY _ :· ---..__ , SEE PIIOfECrPLUII· ~~-~_c,,_,,_.,_Y~IV vc-rir~,..,_ Cl'V/ / ', .: ;;, • ';_f, BING PLANS FOR 0,'00 00 I a: G)(,ST/N't:; M.h'. = I/ ~ • --.• ,_. ,-o _ ,&•,, coNTINUATION • • • 3 I ;; rs . ._, 1, ,_ ? ~ • ~c.o 7-r 77. 'IS f! c:LAY er. , / i lt- . v"o/,i;: ~:: ~) 0 ·> ) ,WOO/FY E-)(1S'T/Nt;; M.,l/. r ~ -• •. . ' .Pl R OETA/L / AT LEFT ,½ I;:: , y-,,,_<!"· f _., • : • ~ , ~NSTALL PRIVATE •~ i, ~ • Jt,-;,; ~ • : .' ", 1,• FIRE SERVr~c CONN 'I, I( : • . .,-,, ' ,,~a,-.$'· :--. 1,½ PER CNB STD 512-L 7 • / / { : • ' • ~ •,Cj • ~ I': I : ' ·~ .4 , • • ' • • , · ,;.,,<+, , --~.'I-'.-;,.~·. 10 x 15 EASEMENT FOR 1..,"1/ • · . <?},,.,, ____.-_J .. ";f;j;_,. _ WATER LINE PURPOSES • . ·-~ · / , -;o.t;'f.~ . .: f ~~:-,:,,...,,· _ _-~c,~--17:'T'o.? • _.. • c0 :..---1{~.,.€c_,.. ' "-·--l ;i,_,, ,,, • •. ·1r "°-4,f /.-v.<--1 .-cu :f-/4, Ct.t,fs- , CLAY sr~eET 0 0 0 CONSTRUCT 48" DIAMETER l>l'INHOLE PER CITY OF NEWPORT BEACH STD.-402-L HODIFICATION OF EXISTING l>l'INHOLE PER DETAIL NO. I ON SHEET Ill. 2 . . R.9 G' <or /0.-i,, FIRE SE.RV/CE DETECTOR CHECK INSTALLATIONffi ~ I • ' . ---·--+--- --- l " 0 "1DIFICATION or EXISTING "i\NHOLE PER DETAIL NO. 1 0~ SH[[T Ill, 2 t (j) REMavE sEcnoN oF Ex1sr1Nc G'' c1 P WATER MArN ANo tNsrAu PR1vArE Fi.RE sERv1cE ) ~ GJ?gbert GJJei11,.WilliamPrbst~c';llssociates ' ' ' '-.. -- __ f__: L --;.:.-~--+ -----~~ -4 ----=---~~:.--\...-I : + ~, -' -_ ~-'.·"' ---' --~--~---;.,l . . ------+-- -___ , - t - -· --__ --.t. -:_t-·-_._ ~ ''=+= I CITY EtJGJNEE.R R.E. NO IC791 ~ ----~--~r -t ~ ~ r t· --- ~ ----:··::!. ----· ---•. -..r -.::..i: ---_, -----.~ -·-± -l .. I ----- -• ,-____j__ - ---..,_- ----,. '<" . • -11'\-- " ,.,,,, '£..... -✓ ,,__,. ..... _ 0•00-Oo fE CLAY er CONSTA?UCT 48" 0/A. M,4/./,1/,::JLE PeR CIT,Y OF N'E..-V.P0~7 BE,4c// $TP -4C?Z-L PLAN A~ D PROFILE e· ·- . ,- • • ( ~.~1,1:u1. 7<(~1 \'T A~[) ~fP\ft.Cf A.(. PA'JT~G Pi nND rLUS 1" A.:. P[P CITY or NEWPORT BEACH ST0.~105-L \ (!EST. ANDREWS ROAQ ( N TS) Q (.. ' '"fJ PE::: CIT'{ OF NEWPORT BEACl-1 STD 512-L 1 .... 1"\-11! ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ G ''Dz p "L E V ~ F / \iij6,.~ !O-)-B.i G PP //, ADDED PROVISIONS FORFii/E SEi!Vt:E t!tJ l/'~S-:-1-1'L ..... ASS SD WATER LINE Vi'R,1PPED IN POLYET/.../Yl ,'vE ~ !,H 1r-:-.·1.'GS )" ~ Pc Box 2590. 1401 auAtL sT=:EET NC\.\T'onT sEACH cAuFoRNIA YL.663 ~cCNN. £ D.~ ;.L:Jt-,'-~ sr Ai'.-(;'Ki="~:-s K.J. ·t ~ I "''f_,., DATE,_,,•,...,• ~ • r,t !' ..:__. __ _ . ' CLAY STREET SEWERS STA.0+00.00 TO STA 2+41.74 (W) STA.0+00.00 TO STA. 2+48.63(E) -i··,;·, ·-;-·, :~:..-;::, ~•·;~ "-'·\'-i''.f J·1:_i r r·:r ··, '") -0 ' --8' 0 -' -@ DESIGNED 1 '1 ' ,1~ _ __,, .... , '--,.J<,,) ,,. ___ ,,~ ,·•·\ ,,, .,.' /L/ _ _, '71 ... ' 833·0·Ttl DATE BY DESCRIPTION APP'O. ~~,41' DRAWN /:Al-I CITY OF NEWPORT BEACH "" ·, '· ------· ---__ ,·--· , __ ... ,_ .-'", • .. \_,,,_:" -<:_"-"•"--.___•"-'-"--~•_:/:,:-_f':)1--~-~----R-E_V_IS_I_O_N_S___ _ __ ,__C_H_E-CK~E-D-----TE PUBLICWORKSDEPARTMENT -~~,.. ...... ,.,.-.... -.. ,-,~·····-,. .... -.~_,.,...,.,,._.~,.u,a .... ~--,.,...-~-----...~•-.-•-----..._.., _____________________________________ .t,-,.,:......---------M-------~....::":.:'':.;~'--~•::.:•;;.'~r;.::F~".:.' ___ .:.':.;c':...-_ ____:'.:.::1:,.:.'-:...--.L--------~:_:.:._:.:__:.:_ _________ _.__· __ '.R.:.._P-_, __ _._ _. ____ l4_-_B_3_._ _______________ --1,_s_HE_E_T_3 __ o_F_5__. J