Loading...
HomeMy WebLinkAboutW_5139_S!1 CITY OF COSTA MESA r··1 •·-··z I >9 'H ,c .: • .. \ ~ L. \-1· -.) i ' 'f (' u ,c .. ST -= 0 • IAKE, • '.#-=-'J::=;,cP"'" 0 'f Cl TY OF EWPOR BEAC Ir: .:, z ... . .. ... u ,c • ltD, ................ N --\ \ ' '•CIFIC YU MfMOltlA U C > , .... I( \ -;<-__:11.:.,D=.•=--,---.. _j ' _ .... -----...::: I .,,--..,' Oc,. o ,• PROJECT SITE .. ... --....:::::...~ /If ~~ VICINITY MAP 1/• 0 ¼½¼ 1 GIIAPHIC SCALE IN MllfS SYMBOL LEGEND ..... POWER POLE 0 MANHOLE 'O' Fl RE HYDRANT □ METER BOX ----®-VALVE E------POWER POLE ANCHOR ~ MONUMENT -><-x-FENCE BLOCK WALL cc?:7 TREE t!J'-~rJ /" SHRUBBERY 4....,,;~,JV ASP HA LT PAV EM ENT ~n BRICK WALK 1: .• . . . I L~""""~ CONCRETE t ::J ~"""'-~ ... :d. BUil 01Nc6 • --Ir -+- ----8- 'fl ---a ~ ~ EXISTING REDUCER NEW REDUCER NEW BUTTERFLY VALVE NEW FIRE HYDRANT NEW AIR Bo VACUUM RELEASE VALVE NEW BLOWOFF ASSY. ABSREVIA'l'IONS A.C.P. ......... ASBESTOS CEMENT PIPE C.F. .......... CURB FACE C.I.P. ......... CAST IRON PIPE D.I.P. ......... DUCTILE IRON PIPE FLG ....... FLANGE M.J ............ MECHANICAL JOINT P.J ............ PUSH JOINT ESMN'T. .... fASEMENT EXISTING CONSTRUCTIONc_N.8 ......... CITY OF_ NEWPORT BEACH • NEW CONSTRUCTION E/0 ........ EAST OF -·-'I!-CENTERLINE H.P. ......... HIGH POINT -··-s-SEWER LINE LJ .......... LOCK JOINT -----w-WATER LINE ----(f-GAS LINE --_£--POWER LI NE --TEL-TELEPHONE LINE --TV--CABLEVISION LINE --s.o--SPRINKLER SYSTEM STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEW·ER 8c WATER). COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION L'71 o:ETERICH-POST 2101B ,003 NUMBERS NUMBER 634· 3128 - 835-52-00 1-800·422·4133 640-2221 962-2411 EXT.241 642-3260 644-4471 NAME DISPATCHER MR. WRIGHT US. A. GIL GOMEZ E!"GINEER ON MR.ROMAN DICK WOOD DUTY OF CITY NEWPORT PUBLIC WORKS BEACH DEPARTMENT ZONE ill WATER SERVICE TO CORONA AND CAMEO C-1983 CONNECTION HIGHLANDS APPROVED --""a .... ·"", =7""Cd""~"-"-"'-"-/""-...;;(d=-"'·-'~-_____:;;."---'-'---DATE U v,va ~ I ';?7 &c, PLJBLitwoRKS DIRECTOR RE.No. 1200s } I I INDEX TO SHEETS SHEET NO. Title sheet. l. 2. Water main construction from Sandcastle Drive, STA 0+00, to STA 10+80. LOCATION MAP SCALE-I"• 800' 3. 4. Water main construction from SfA 10+80 Lo STA 19+00. Water main construction from STA 19+00 to Cameo Highl'.an·ds, STA 26+75, 5-Hydrant locations and detail sheet. ffi[la[ID(.E[ffi!TIJffilKlfl §~OCflY -~ !L~~O§ CONSULTING ENGINEERS SOUTH PASADENA & SANTA ANA, CALIFORNIA (213) 799-7121 (714) 979-1761 R.E. 15920 DESIGNEDBY DMR-DJM SCALE DATE BY DESCRIPTION DRAWNBY MEB CHE KE y RNL DATE . 5-_16-80. 1" = 40 FT. FILE NO. 606.4 REVISIONS l. 2 . 3. 4. GENERAL NOTES DATUM Elevations shown are in feet above U.S.C. & G.S. Mean Sea Level O.C.S. Datum. SPECIFICATIONS NOTES All construction_ detailed on these pl.ans shall be performed in accordance wi_th Lhe Standard Specifications for Public Works Construction (1971 Edition) except as modified by the City 1 s Standard Drawings and Special Provisions anq this contract 1 s Special Provisions. • REMOVALS 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 material removed that is not suitable for use on this project as directed by the Engineer, or as otherwise specified herein, shall become the property of the contractor and shall be disposed of away from the job site in a manner and at a location acceptable to all cognizant agencies. Existing water rnai·ns, valves, fittings, fire hydrants, etc. that are removed Dy the contractor shall, as determined by the Engineer, remain the property of the City. The contractor shall deliver these materials to the City Uti Ii ties Yard at 949 West 16th Street. CONNECTIONS TO EXISTING WATER SYSTEM AND SHUT DOWNS The contractor shall excavate all new connections to existing mafos or fittings in advance to verify the type of each connection required, The contractor shall notify the City 1 s Utilities Superintendent at least 48 hours in advance of the need to shut down or connect to any·existing water mains. No shut downs wil] be allowed on Fridays, Saturdays, Sundays, or holidays . Connections to the existing Water system shall be made as shown hereon and in accordance with Subs"ection 306-1.2.12 of the City 1 s Standard Special Provisions: The contractor shall be responsible for maintaining water service to the resi- dences affected by the work. Full service shall be maintained during the night; hours, and temporary disruptions in water service during the day shall not exceed four (4) hours. (See se·ction VII of this contract's Special p·rovisions for Notice to Residents requirements.) 5. PROTECT I ON ANO REPLACEMENT OF EXIST I NG SURFACE IMPROVEMENTS All P.C.C. and A.C. improvements removed by the contractor shall be replaced as shown in the Typical Trench Section hereon. All other surface improvements shall be protected in place, or lf removed or damaged by the contractor 1s operations, shall be restored to their original condition prior to construction. Bricks sha.11 be carefully and neatly removed and stockpiled by the contractor, and reinstalled to at least the quality and appearance of the area prior to removal. Landscaping materials shall be removed only to the extent required to construct the items shown hereon, and restored as directed by the Engineer after completion of all improvements. 6. EXISTING UTILITIES Existing utllities shown are based on available records of parent utility com- panies. Prior to construction, the contractor shall verify the actual loca- tions of al 1 utilities in the field or coordinate such independent verification \,Jith the parent utility companies. He shall protect in place and be responsible for any damage to existing ut) l ities encountered during construction: Utility companies listed on this sheet should be informed at least 48 hours prior to beginning any work. 7, SQILS RE"PORf ----~l -The City of Newport Beach Public Harks Department has available for review a soils report for this contract entitle<l "Soi"l Engineering and Geologic Investigation -Proposed 8-Inch Diameter Ductile Steel \·Jaterline for the City of ~ewport Beach," dated Octo'b-er 9, 1979 by Converse liard Davis Dixon Geotechnical Consultants, and in accordance with Section .2-7 of the Standard Specifications . APP'D. APPROVED DESIGNED DMR·DJM CHECKED DRAWN MEB DATE TITLE SHEET CITY OF NEWPORT BEACH W-5139-S PUBLIC WORKS DEPARTMENT SHEET I OF 5 ' j I i ' • I ' •• "' 1' i .: I I,> ' ; I ,' ' ' . I I ' ' • ' , I I l1' _L __ ----+-- - --L --- •F - - - 0 --·;;,-,, .. --.. ~ ,,.. , r---,, ·····--.,. --.,_ ___ ... t \~J L __ 1m n·nERICH-POS:'r 21011 .cm ---'-----'-------- --------- ---,- .: 40' (213) 799-7121 DESIGNED BY DRAWN IV DMR RAG 5 CHEC DATE 6 7 C~NSTRUCTION NOTES Install 811 Class 50 DIP watermain, PJ. ln<;;tal l thrust block per CN_B Stan~ard 510-L. Install bend anchor per -CNB Standardi"506-L. Install l inch c0mbinqtion air vat'IJe at high Standard 515-L as modifi'ed. '" SCALE 111 •.40· FT. FILE NO, 606.4 DATE 9 point pe.r CNB / __ , BY DESCRIPTION REVISIONS 11 CURVE" £ --A /. L £ /5(), t)~ f1•11•,8H /,t.!JB 77 I,!/ I £ j/4_ 92 --Jf"tt'J{,~ / 9{,, 9/ /()/. 7/ £ 19/J.tJrJ 12i?1111' -490. 9/ 20~ 98 - DRAWN APP'D. DESIGNED DMR RAG CITY OF NEWPORT BEACH CHECKED RNL DATE PUBLIC WORKS DEPARTMENT W-5139-S SHEET 2 OF 5 -~-- I .. . ~., ,, 'I i ,,<+ Iii . •l· !t"- U: ' l : I ,, I I 1; ' ,. ' I I I -•, [ I f ' -L ii ' ~ ~ ""i,.. I ~ r-... '- ~ ui ' Vt '() I \j\ ti; I ' "i I " (;, :-.•: CllHST.rfl/CT ,ft.HR! l'E-<' CA/8_ YTP. 5/1-/.. 850' 2'/11/A/ SECTION 2'-() h l/71 D!ETERICH-POST 21018 .003 ; l i / / / /,. ~ "J r t-~•-:~ • ,.,.,... rr 19 / : / .,:,~>-"'~ -">, '< / ./' 27 ) ~~_;_,/' :!!------ , ~· \, /r ~ •~• .' I" '. ,/ :<:•<7 . . - .. \ .rt.~--•• ,·, /' 0 ga Cllt.. --- zo ,e A L -r k:. --5 ':lo. oo' 7Z 007"'/4" 4-,0.")/' <:'83.,s' A ii:/0.01' 27" .38 :es 101 . .:11' 5'/.c:;.c:;., CONSTRUCTION NOTES Install 811 Class 50 DIP watermai.n, PJc- lnstaI l thrust block per CNB staradard 510-L. Install bend anchor p~r CNB standard 506-Lo Install l inch combination air valve at high point per CNB standard 515-L as-modified. Install 811 butterfly valve per CNB startdard. 508-L. lnstal l 811 x 61! reducer, PJo¥-'..!6'. l Install slope anchors per CNB standard 314-L, as modified. Connect to existing 8'' ducti-le iron dry pipe~_V£Rlf'J'___;J..a1Ji/1"_::"8EllurR£D--hfr1:.11IJJ Connect to existing main. , Install 611 butterfly valve per CNB standard 508-Lg Soil ceinent backfill required as per trench detail_@ lnst-a-JJ-8" -class'50 OTP w_ater,.,,a,~, tI. AIO,E: COM7"'.ll'"1CTOK ,1./.,t;S USE OF /!l 50 (r/PTY) FOOT co,vsrRVCTIO/J .i'PSEMcA.IT t:'~AlrE"IZ'cO O.V ~ PIPE !:"1S€M€".Vr. APPROVED PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATL£ -"P-f,f;'o C-19S3 WATER MAIN CONSTRUCTIO,N STA. 10+80 TO STA. 19 +00 -' - I I 'I J 1,i L ( I \ ~ ........ "t ' ' '1 - --_-_:_L._-- --+---- 1 -------- 1/71 O!ETERICH·POST 21018 .003 -. .- 19 ' 20 21 22- HOftlZ. V~T. ' ------ _ _, - ---·r --- - ---f------- 25 - CONSTRUCTION NOTES ; ) ' ' I ~ ,/ ~~ \-,\_ ,, , . . \ I ~~,__,_---e~~-,'-: //--~,:-c'"----'f \-j~ ( I ' \\ c, i ! ,;:-· ~-. ~ ) \' '·"'·-', ---\·-'-; ., y,_ ' / -~-.! _.-· \_ 1\ -i-,,J,,_ ,·-~-.....,, ~/ _i/,i_;; ) . <t)•:" . L. . . ' : ./ ,_. / ' I . ' C,-hL, . \'' ~-' J /: / , . . . -"rf-, z,, ( • ~~-,--_.I, -"-__ ·1' ,,// r'' r,• ,,_,_---::;,,'· -';·'!. ,?4i,., ....... ,_ l _, . _:1 J • ,,, ' V' , //· _: ! ' '-,.,_.c-,. j ' I {" \ \ ·/ ,_'0·, ;,i 1:'· "·· ,)--,/; , "".-.:-'/,-"_~-,./, .. / ' 1.//JTt: t'ONT,f',fCTtJI! /1;(7 t/5c Or A $0 (r/l'Ti'} rOtJT t'ON5TRt/CT/tJ,V cA5.f#c;VT -CZNT,f,f{P 0/41 f tJr P/P,f EA5cJ1£11?:· ffill.[ID~Cffi~ffi~p ©~D!?'iT & lb~~□© {21:3) 799-712! DESIGNED BY DMR DAAWN rt RAG- CONSULTING ENGINEERS SOUTH CALIFORNIA c-;,141 97s~17s1 = , R.E.15920 SCALE 1"•40 FT. FILE NO. 606. 4 - ___ j__ DATE BY DESCRIPTION REVISIONS \ a , it/WITH Zu. • - .,-.-, .... .. -··\ -:. .... ·• APPROVED .12 A ~ 305.00' /7° .:?I 35" ..... . · ' ' ••-=••~·-· ... . . -. : ·~ : : ; . _,.. ..... : - ( Cl/li'l/cNTlY 6/J/JSI-<I) FRtJ/11 __ _ ______ ZPNE_IT} . . / f ! ! --·. --·- ,!... -r 92.41 , 4,:;,,5,;;; ; C-1983 @.&JU.,· WATER MAIN CONST. APP'O. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE_:c6°c._'----""-"'----------I DESIGNED DMR CHECKED RNL DRAWN RAG/E,L. DATE STA. 19+00 TO STA. 26+75 CAMEO HIGHLA"inu - CITY OF NEWPORT BEACH W-5139-5 PUBLIC WORKS DEPARTMENT SHEET 4 OF 5 I ; I V'f ' I i !·, I ; ,:;·'' r ' : ' ·, ! ~ ~ :-1-. ' ~ ~ "' ' Ul "\ ',I) \ \J\ --------------- l I Cl 1n1 c:ETERICH-POST 21018 .003 00 -.. _ __.L_--1l<)--t.L-----w--------- /)-->-I SANDCAST_!..E DR. -.--=!--+S"\-~-'-------""";a-S'--------s- ' EK/Sr. /11,COg, COHC. BLOCK WAll. t.or ..va. c-7 r~IICT /JO. ,:;.zzg J 2 45° BENJ:J -P..T. --~ ----,L'-'""'Q ---- _ o + 4-c4 ,;o -4ZlO' eb e". MT. £ C/.A.L. S rz.: C/IIS/IVt; 5 r. ~ -C.,V.B. ,_ __ -,e EKl!lT. OeC. .e_____co.ve£"ElZ'" 10' 1+7S:00 -4.5 'WA:, Et:.UT. ~ DETAIL SCALE 1"=20' ~ 5 j . Bt.OCK VVAt.L. SECTION G) ----------- §T?JPBPRS z• _J',.--1-----$/./ORT t7F ,1:,vps ' ®~ (TYP.} /it. ~" ' --,,,.-,- CONSTRUCTION NOTES lnstal.J 81' Class 50 DIP watei-main, PJ. Install thrust b~ock per CNB standard 510-Lo lnstal 1 8!! butterfly valve per CNB standard 508--L. N0.4811/r.S Bore, and jack J,$l-l steel casing, and insert 811 Class SO DIP water main~ rnechanica.] joints, as per detail@ Connect to exist'ing main. L.e,VQTI-I OF €/Vt::R!JE'Mi:NT: "-0' C£1Vrc/i?i:O l'lSOVr W'AT"FE -/Al lnstal I ~Jet barrel fire hydrant per CNB standard 500-L. Construct conCrete encasement per detail® ~rov_ide br:onze 4"1 female x Female adaptor-with 411 hron.ee ,olu.ff· CONCRETE SEWER ENCASEMENT DETAIL NO SCALE H STD. ,//WN#«.,F WNW ,Nl/1/7'$ AS l"E.V 1----?"-#Pl"l/CIIIU l'ffJKl1'iMM a<" C.H.I. STZJ. ,1()/-L L--1-----:--SEP OF "'s c_,s> ~ ,-OB,P H__J~=+---l?/St:11' Pt:/? C.1,/.8. !ITP. 5/1-L. ~ y Ciweli'En' F,»T--,:; SAC-1!5001!'$.L IKl'Q. 'P. P. (J) ,~ .RIP. 'IO" t:U-Ft.~6;.===::=:;t-~~ 4> H JUP. $Pd,tJ;..-F(.di. --+--:I '.),<~==:'::_-,t;.tf>"tUI!' SM;" RL-Riii.KFL;;.@ 4> ll BUrrFIFlY /f!IIL/IIF. Fi.8.1' /!'l.6. - WITH .? • P. w. W.l'T. sr.o. lll'/T (Al STANOARD EASEMENT SECTION t:.,Jt 12"· ~~ ,V .,..... BLOWOFF VALVE ASSY. - .L__J:-_____ _r: ,--:~::::-=.L !Jl:l.i!CT AI.QTIYlf H#r/:.,:. (Si!£ RBOYe') C.AJ.B./ C:O ,..t" C. . P.-i!AL -ro ---&-- NEW HYDRANT LOCATION NO SCALE DETAIL ED I SAt:'K /t'Y {';%) SOIL t't:.HENT f--~---+~ t:O,t//';lt'Tt:O ro MIN, 90 % /?EL. ' HHS/TY 8" V.C.P.-C.,V.B. 8" /.0. WAT/:/? MRIIV SECTION NO S-CALE 4'X4"K3~" .li!EOWCJOO 8,el.VOGO 7V PIPE, SIPJ!lCEO @ Co' /,VnE"A?V,tU_s, GEEJ!lGEO P-l/!.ro.12 ro ;,vs1:2r;o,v ,r,vro ,a,qs;,v,r; -. "Ar O VIAi. .K 1,~ /.0. STtf'EL C,1?$/,V,5 -,-( B) SOIL CEMENT BACKFILL SECT. /3,AC.f(ALL ~ R.tlr,ATl~;J t, ¼ H STRIAft.e'SS STt.. STl,41"'.!1 M.i'CI-IRJI/ICR,:. .TOI/VT at.P. TI-IROU&HOVT" C#S/,1/,:;; NO TE:: BIZ/CK~ M0.27',e?2 PLC/4$ 4" T/.-llt!K@ 80TH E,VJ:J!l OF CRSltVt1. CASING ASSEMBLY DETAIL NO SCALE ffi PPVEMEllr l?l:P(.RCE',VENTr Kl#. /u T PLVS CJR/tf/JV,41-TffeCK'NEa dY£'RtAY EXIST. PJWT. ,?S ,§__, :C! _rg_ :91:Rl. .TCJ/AITS IC) PAVED AREA SECTION ~REN,CH SECTIONS EB NO SCALE ru (1, [ID~ oo.lTIJ ru ~~ § ~ o CFV & r1 ~w o § CONSULTING ENGINEERS SOUTH PASADENA & SANTA ANA, CALIFORNIA CEl3) 79B-7121 (714) 979-1761 ~~ IY.B 1-------.....,.============::;::======:='..:R::;-E::... • .'..:15:'...:s'.!:a~o:.._ ___ --I D_ESIGNED BY DJM. DMR CHEC~ED BY RNL SC .. LE '1 : DRAWN BY EL DATE 5-16 -80 AS SHOWN FILE NO. 606.4 DATE BY , _______ _ I, • -+-----e -+----w--- /O" ~.C.P. -C./1.1.S. __EU,up STl7T/OA/ N-EW HYDRANT LOCATIONS DESCRIPTION REVISIONS NO SCALE APPROVED _1::20.U, PUBLIC WORKS DIR.ECTOR R.E. NO. 12806 . _ iJ/j/7 r;,Z)-f!i) DATE ___ 6"-';i'-9t7_ APP'O. DESIGNED DJM-DMR CHECKED -RNL DRAWN .E.L. DATE c- tm)RAN]" __ LO_CATlONS ~ DE_TAlL SHEEic-_ CITY OF NEWPORT BEACH W-5139-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 :c , I I I --- ) ~~ ~ \ ~~ ~ ' ,u, V\'O l \)'\ .. .... .... DRAWN VTN REVISIONS CHECKED DATE 8/77 DIETERICH-POST 2UlB OOJ FILM ( """ -'cc ZONE :ai WATER CONNEcr10N TO ,i'i*/ ,00 /, ,g'i ✓' ~ CORONA HIGHLANDS ANO CAMEO HIGHLANDS CITY OF NEWPORT BEACH W-51~9-S PUBLIC WORKS OEPARTMENT SHEET /. OF 3 ,-~ - ' ~~ .o I --- I _J 8/17 DIETERICH-POST 2U11 ,003 FILM ~---y-l?0--- --::;2'-~--_;;g ===-=-:_-..=::: ---190- ~--195------200-_ ----v ~-=:::; -".::---=-~/ -= '-<: __ ' ~ ---/ / ---- ----:;-_:~:;;----~ (// ) \ ~ -· -------------:: r ~-. ---------- ~---------------- I-- I - ' l 8/17 OOJ FILM OST 2111B, DIETER-ICH-P \ \ I \ I I \ I \ \ I \ \ \ I \ '· I I \ I I \ ) } \__ I \ I \ \ I \ I I ~~t---/ .· ,_ ( -- ~ ~ ,... ' ~ \J'\ .. ' ~ \}J w ~ ' \J\ '(-----