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HomeMy WebLinkAboutR_5122_S• CITY OF COSTA MESA YtCIOIIA . tl .. 4 • 0 • • • • Sf I.J.HIVflSl1 1 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * WATER ~ONSTRUCT WET BARREL F.H. ASSEMBLY-?ER STD. DWG. 500-L I £4 . ,. '" II ti t: A Cl TY g /i OF ; u C o SEWER AND WATER PLAN·S © 0 0 CONSTRUCT 8 "ACP (CL .eoo ) CONSTRUCT 1½ WATER SERVICE PER STD, DWG. 503-L 507 t..F \ t\ L \....,· ' lNEWPOR t: BEACH : 4 • ll ,o I ,·· ' . ' . ~~~:......:..,:::.~:io RD, FOR NEWPORT AQUAT~C VICI N ITV MAP ,,. 0 1/• 'h J/, 1 SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'O' FIRE HYDRANT D METER BOX --0-VALVE E--POWER POLE ANCHOR ~ MONUMENT -x-M-FENCE c~ /J',1,, ,,,.,,, BLOCK \VALL TREE SHRUBBERY -a,.;tr,a,a ASPHALT PAVEMENT ~..£g BRICK WALK I . I L ___ ;J CONCRETE t :j 1:.:,,.,-u,,.,.::J BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION -·-i· CENTERLINE -··-:>· SEWER LINE -----w-WATER LINE ----(i-GAS LINE --E--POWER LINE -u,-TELEPHONE LINE --rv-CABLEVISION LINE --5P-SPRINKLER SYSTEM >='( STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 68UUTY SAtllTAT19N 91STRl6TS GROUP W CABLE OF CALIFORNIA G8MMUHITY CABLE.IJl'ol9N UNDERGROUND SERVICE ALERT 0 ~ ClflC VII MfMOIIA ,.. . ' --,;"-...:R=D~. __ •. \ I -~ • -· -~ I I I PRIVATE ENGINEER'S NOTICE TO CONTRACTOR GENERAL NOTES 1. THE COOSTRUCTION Of ALL PUBLIC IMPROVEHENTS SHALL CONFORM TO THE REQOIREHENTS OF THE NEWPOU BEACH CONSTRUCTIOtl STANDARDS AND THE STANDARD SPECIFrCATIONS FOR PUBLIC l«>RKS CONSTRUCTION 1985 EDITION ANO SUPPLEMENTS. 2. EXISTING UIIDERGRWIID UTILITIES ARE SHO\JN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIOH AND ELEVATION IN THE FIELD PRIOR TO BEGINNING COHSTRUCTIOH OF THE NEW FACILITIES. 3. All UNOERGROUND \JOR( SHALL BE CCtlPLETE PRIOR TO PAVING Of STREETS ANO DRIVEWAYS. 4. SEI.IER MANHOLES SHALL BE LEFT BELOU PAVEMENT GRADE ANO BROUGHT fa FINISH CRADE AFTER PAVEHENT IS IN PLACE. 5. SE\'IER ANO YIATER lK OJSTANCES SHOYIN ~ PROFLE AND ~ THE ESTlWATEO QUANTITIES ARE HORl2OMTAL. DISTANCES 6. THE WALLS AND FACES Of ALL EXCAVATIOffS GREAT~R THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING Of THE GROOND, OR OTHER EQUIVALENT KEA.MS. TRENCHES Oft EXCAVATIONS LESS THAH FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED YHEN EXAMINATION INDICATES THAT HAZARDOOS GROUND MOVEMENT MAY BE EXPECTED. 7. THE COHTRACTOR{S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH \.'ORK AS DESCRIBED IN NO, 6 ABOVE FRc»t CAL/OSHA. 8. All !H0RII BR.\IH, SEUER AND \JATER PIPE SHALL BE BEDDED PER CITY OF NEIJPORT BEACH STD. 106·L. 9, P.V.C. SE\JfR MAY BE USED IN LIEU Of V.C.P. THE P.V.C. PIPE MUST BE MANUFACTURED PER A.S.T.M, 03034 SDR35. ALL FITTINGS SHALL BE PREFABRICATED FULL•BOOY FITTINGS. THE P.v.c. SEIJER TRENCH SHALL BE BACKFILtED 111TH 314• CRUSHED ROCK HJ 18" OVER TOP OF PIPE ANO CONSOLIDATED BY fLOCOING PRIOR TO COMPLETION OF TRENCH BACKFILL. PVC PIPE SHALL BE BEDDED OH A MINIHI.M OF 611 OF 3/4" CRUSHED ROCK. 10. THE COOTRACTOR SHALL REQUEST INSPECTION FRCft PUBLIC l,WlRKS 48 HOURS IN ADVANCE OF PERFORMING ANY \JORK, (644·3311) 11. THE MATER MAINS SHA!.L HAVE A MiNIHUH OF 30" OF COVER FRCft SUBGRAOE. 12. ALL CONCRETE SHALL BE 560•C•3250. 13. THRUST BLOCKS SHALL BE INSTALLED OH ALL WATER KAINS IN ACCORDANCE WITH DRAWING NO. ' STANDARD 510·L. 14. CONTRACTOR'S BIO SHALL INCLUDE ALL NECESSARY WATER FITTINGS ANO DEVICES (i.e. THRUST BLOCKS, BENDS, EJC.) 15. CONTRACTOR SHALL NOTIFY CIVIL ENGINEER UPOH VERIFICATJOH OF EXISTENCE AND SIZE OF SE\JER AND WATER STUBS TO SllE FRc»I STREET INTERSECTION. 16. EXISTING STREET RIGHT·Of·~AY IHPROVEMEHTS REMOVED OR DISTURBED DURING COHSTRUCTIOO OF UTILITIES OR FOR OTHER REASOHS INVOLVED ~ITH THIS PROJECT SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR1S EXPENSE TO THE SATISFACTION OF THE CITY ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN OF THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN OFN THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE SITE CONDITIONS DURING LTHE 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 SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITIES, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NUMBERS NAME BENCHMARK OCS BM .NB6-l4-7o· LOCATED IN THE SOUTHEAST PART OF THE INTERSECTION OF SANTIAGO DRIVE AND NOTTINGHAM ROAD; 32,5 FEET SOUTHWEST OF THE CENTERLINE OF NOTTINGHAM, 21.3 FEET SOUTHEAST OF THE CENTERLINE OF SANTIAGO, IN THE TOP OF THE SOUTHWEST CORNER OF A 5.3 'BY 5,3 FOOT CONCRETE BASE OF AN EDISON MANHOLE, LEVEL tlITH THE SIDEWALK. -.~LEV.-67.933 ADJ, 1976 SOILS ENGINEER: HARDING LAWSON ASSOCIATES 15621 REDHILL AVE, SUITE 100 TUSTIN, CALIFORNIA 92680 (714) 259-7992 NUMBER 634-0251 895-0221 551-7736 644-3011 PREPARED FOR PREPARED BY KEITH -962 2q II EXT. 222 642·3260 720 2056 1·800·422· 4133 newport aquatic center 200 newport center drive. suite 301 newport beach. ca 92660 ~~~~:.:~~.~'-~:: ... ""' ::=.- 290011 llrl11ol 81., Sulle 205. Cu" Mne. CA UUI UNDER THE DIRECTION OF a...; C. 7&;4e ERIC C. NIELSEN R.C.E. 40995 //-.,,;,,y. ac; DATE I I I 0 0 8 ® CONSTRUCT 8" BUTTERFLY VALVE JOIN EXISTNG WATER LINE CONSTKl/CT ,;,H AC/"' ('CL .?Oo) /OZ 0 SEWER C'ONSTRVCT ao• .Y 8"' X ,:;• CONC. St.AB ANO 4" /t-'SE/!' PEH STa OJ</6., S/Z•t. /'S.:E LJ.:TA/1. $#7. e) CONSTl/'l/CT 4q .8l/TT£RFLY VA-'VE @ CONSTRUCT 6" VCP SEWER 4i!6 @ CONSTRUCT CLEANOUT PER STD. DWG, 400-L @ CONSTRUCT MANHOLE PERS STDS DWG' S. I I .,.-·... 401-L AND 112-L' ___ / .... -•. /~ • ~~;~,:;:c~::~R;;T TYPE "B:. INSIDE DROP { ' \!Y PER STD. "DWG. 403-L / /-••, /•, f BASIS OF BEARINGS NORTH 45°2l'40"W FOR THE. CENTERLINE APPROVED ' • @ SLURRY FILL AND BRICK MORTAR EX. 6" SS ij MH '---· -·-... ,..,,,. ;'..___,_.,-/ -----..,..--. "~-..,..... cJk NOTE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY, CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB, CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES, " . .,, $ No. C OF NORTH STAR IAN!! AS SHOWN ON FOR ON·SITE FIRE SYTEM AS SHOWN TRACT NO. 4224, M.M. 157/1-14 IN cs E,p 3~1-B Cl~\\., OF Cl\\: MAY 111987 '1'Im CITY 0'1 l!Et1PORT BEACH, COUNTY .1--,...---. OF ORAl:GE, S'l'J\.Tl! OF CALIFORNIA. _J~• ~~--~~~~~~7."':-\ -2."-• MARSHALL DATE I EA. EA, £'A. .(.F I £"A. / EA. _,:.F EA. EA. ,,,--- EA eA. _J / RIEVI SI Ol\'l.S APPROVE.D: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS 8 REQUIREMENTS ONLY. TITLE SHEET No. Dato B CITY IS NOT RESPONSIBLE FOR DESIGN ASSU~~TIONS ~ ACC';'r~y/' cji} he L,:J;{ L CITY ENGINEER DATE fi=p.;/c'M,,Y C) ' 1987 v. .-,..,;. -:s,;,,-,e,,,-Ac.4 oV6'.c 5o<!"W"e.C . .P-R0~✓~6., ,4.DDcD DESIGNED £.C.N DRAWN M.M.M, ,., s "' CHECKED DATE £C.N. /1·6·8177 FOR NEWPORT AQUATIC CENTER R-SIZZ-.S SHT. OF 2 I I_ I I I ~ , " -,. -, ,, i ii 1 I l I I: <' 3 D ;':l cc , " ~ I I I TI \; z I 0 r 0 " " m 0 □ " CD □ TI m 0 " ~ ~ z 0 C z < ~ " • D ~ ~ rn • CD z !" ~ C cl CD z ,. ~ :"-,) TI ~ I 0 5 ~ C, " §l ~ TI 0 " ~ ~ z 0 C z < ~ " § ~ • a z !" " /' 21 CD z " i: I . 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II 1,e.1 ' "/_r:!_, e:. ,7s•,.,~i!- ,-, • 175' L •i?38.97' T: /,;t,?_ 3i? . , . ....,... - . ................... . .. . t-1_f___ , ... . ---·- Pli'OFIL.£ ,'IORZf":=· VE--.•/"':4" IZ \ \ .. .. , ----~.::i·: .. , ..... . . . . ... ------·· \ . . . . . .• . . ----- \ ·' / 'i, ' '\ " ., ,, 0 -~---., .. _.f,.~-··-c 1, . -' \ ! \ .., .. : I ill I ' ~ CONC. SL.A.8 711/S PL.AN r11;evsr l!>L.KS PER ST.O. 5/0-L. ' . ~-. ..... _CONSTRUCTION NOTES .AND _ESTIMATED_ QUANTITIES * WATER 0 0 0 CONSTRUCT WET BARREL F.H. ASSEMBLY PER STD. Dl'IG. 500-L CONSTRUCT B"ACP (CL.t'OO) I D\. 507 L.F. 0 CONSTRUCT l½ WATER SERVICE PER STD . Ql'IG. 503-L CONSTRUCT 8" BUTTERFLY VALVE ~ EXISTNG WATER LINE (,/'' 0 co;."/s-:;;;;;-;;-4~-~:·~ --;:;;-;::;·-. ··-./ - ffi f?I CO;,/S7,<?l/CT tlO"X3-;t"X~" CONC. SL.AB ANO -;t" V /4'1SER PER .ST.O. ,OJ<IG.1 512'·.! /SEE DETAIL. TJ/15 SHT.) • 0 CONSTRUCT 8llT7"E/4'~tY VA.! VE \ SEWER CONSTRUCT 6" VCP SEWER CONSTRUCT CLEANOUT PER STD. DWG. 400-L QUANTiTIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTiHATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES. I EA. I £A. I EA. SLA,f) ~ /?/SER Pli7A/t. .FROM STO. owe. 5/Z·L f3c/l/C/-I M/1/flf OC':3 6.M. /II/Jt?-/4-70 C.oc>ored In The Govfheoaf /brl Of' T/?e lnteraect1on Ot' €/onfto,;,o Onv& ( lllollt17i;J/?On, /food; 5Z.6 met Govll?w0af-Ol'Th<P C'<Pnl&rltne? 01' Uoll1n,2hom c?/. 5 fi?et "xlul/?eoBI Or' Tht? C'@n:t&r/117& Or' 6onl1oc;o, In Th& lop 01' The Gowl/?weg/-Corner 01' /2' 5.B'x6.5'Co1?crele BoBe Or' /i'n Emgon Monhole. C.&ve/ W1lh The 6,dewo/1,. elevaf,on: a,z.933 Et-/ REVl5e0 .5.EWER Pf<OF!t.E DATE BY DESCRIPTION REVISIONS ll/0Tc6 I t!Jvl'lbC't? lmprovemr;,nfG g!?own Gcreened On Th1B Orow,nq /9re for lfBlerenct? On/0 Consfrucf1on 01 lht?&t? llem8 8/?ol/ 1319 !t?rOrod/17q ?/017 Onl'f' . e. 6Ge "{}e17erol !Vofee;' g/?eef I, /or /lppfcoble ,,Vol&&. :3. Conlroclor Gholl lmmed1olel{! ;Vo/11'(! cnq1nt9&r Upon t1?r11'1ool1on OI c;r;gfe11ce t"Glee 0/ Cx1el1oq 6ewer / Moler t.1aeg In /4/h;f& C'!,,l'l'G Or,v&. I I r'l!Effl/fcO !3Y·· KEITH ENGINEERING, I NC• (7M)250--0300 MAY 111987 ~ lSS/04-11 _ e,. Nt[, ,. • C\Vll ENGINEERS , PLANNERS • L,_NO SURVEYORS 21006 e,,;,1a1 SI. Sulll 205, Co1u ....... CA 92625 Under Th0 o,ree>f1on Of': 1-~ ·c. ,~ No CO .. , • ' b;, 3·21-,87 / * E"RIC C. NIELSEN R.C.E. 40995 .._e;,; i C;V\\ ,._,;,.: ~~, SEWER AND WATER PLAN CITY OF tJE\"JPORT BEACH R-5122-S CHECKED DATE EC.N. 11·5·8b PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 h". E "'A8c5 ~ 00/ ~ i ' ~ C s: [D FT1 J] 0 JJ ~ z G) z C s: OJ m JD 0 JJ ~ z G) z C s: [D FT1 J] 0 I z G)