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HomeMy WebLinkAboutS_5167_Sr ---- ·• • I :i: u <I: UJ en :z 0 I- <.:l :z ..... I-:z ::::, :::c -LL. 0 ,, >-I-..... u • • • • BAKER ADAMS AVE. ~~'!JtE COLLEGE CITY OF COSTA MESA 1------1 ORANGE CO. VJCTORl/\ 19TH w > <I 0-INDICATES AREA SHOWN ON LOCATION MA? ST. VICINITY MAP NOT TO SCALE SYMBOL L FGFND • '-"'Ct-?ONER POLE .0 MMHOLE 'tf FIRE HYDRANT □ METER BOX ------0-----VALVE ST, PONER POLE .ANCHOR MONUMENT -x--x-x- 0 00 FENCE BLOCKWN..L TREE SHRUBBERY ASPH/JlT PAVEMENT BRICKWN..K CONCRETE EXISTING CONSTRUCTION PROPERTY UNE ----NEW CONSTRUCTION ---t.-·-CENTERUNE ----$-··-SEWER LJNE ------W-WATER UNE ---G-- -GAS LJNE -E--?ONER LJNE -TEL-TELEPHONE LJNE -TV --CABLEVISION UN£ -SP --SPRINKLER SYSTEM M STREET LJGHT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING D4YS BEFORE YOU DIG FAIRGROUNDS CITY OF IRVINE UPPE WP0R1f,==-'? BAY/, . UNNERSITY ,1 ITY U.C.I. /, OF BISON AVE WP EA ~ ~' ABBREVIATIONS AC ASPH/JlT CONCRETE AB AGR£GAT£ BAS£ ACP ASBESTOS CEMENT PIPE APP'D APPROIED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIP£ CMP CORRUGATED METAL PIPE CONG CONCRETE CONST CONSTRUCTION DIP DUCTILE IRON PIP£ DEPT DEPARTMENT DWY DRIVEWAY DU DUCT E EAST S'LY SOUTHERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE FLANGED END HOR HORIZONTAL INT INTERSECTION /NV INVERT LF UNEAR FEET MJ MECHANICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE PP PCNIER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE (PIPE! PVMT PNEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT RIW RIGHT-OP-WAY sco SEWER CLEAN OUT SD STORM DRAJN SECT SECTION SHTS SHEETS S'LY SOUTHERLY SMH SEWER MANHOLE ST STREET STL STEEL TR TRN::r TYP TYPICAL VCP VITRIPIED CLAY PIP£ VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TE( £PHONE NUMBERS AGENCY SOUTHERN CAUFORNIA. GAS COMPANY SOUTHERN CAUFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY or NEWPORT BEACH /UT/UT/ES DEPT J COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-02.51 895-02.2.1 61/ 644-30/1 962-2.4/1 542-6222 542.-31/TS AFTER 6:00 PM 720-4040 l-80/J-422-4133 PUBLIC WORKS DEPARTMENT C-3183 APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 16791 UTIL!T/ES MANAGER R.C.E. 25553 LOCATION MAP NOT TO SCALE [ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TRASPORTATION AND DEVELOPMENT SERVICES RCE 22045 u)~~ CITY ENGINEER ][ VIA UDo NORD rj f5 <:o ;!!: ;,,: RCE '24967 ] LU ct: ~ ;!!: ::c ::,;; ~ SEAL (J) GENERAL NOTES I. THE CONSTRUCTION or ALL PUBUC IMPROVEMENTS SHN:.L CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCT/ON STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA. STANDARD DRAWINGS AND TH£ STANDARD SPECIPICATIONS POR PUBLJC WORKS CONSTRUCT/ON, /994 EDITION, AND SUPPLEMENTS, 2.. STATIONING REFERS TO P/PEUNE . 3. EXISTING UNDERGROUND UTILITIES ARE SHONN AS PER AVAJLABLE RECORDS. THE CONTRACTOR SHALL 8£ RESPONSIBLE POR VERIFYING THE ACTUAL I.DCATION AND ELEVATION IN THE F/EW PRIOR TO BEGINNING CONSTRUCTION OF NEW PAC/UT/ES. 4. STATIONS SHONN THUS [0-00] ARE SEWER STATIONS NID ARE INDEPENDENT or AfL OTHER STATIONS. 5. TH£ WN..LS AND P/JCE or AfL ELEVATIONS GREATER THAN PIVE (5JPEET IN DEPTH SHN..L BE EFPECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING or THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN PIVE /5!P££T IN DEPTH SHN..L ALSO 8£ GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOIEMENT MAY BE EXPECTED. 6. THE CONTR/JCTOR!S!SHALL OBTAIN A PERMIT TO PERPORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABO/£ PROM CAL-OSHA. 7. ALL SANITARY SEWER SUPUNING CONSTRUCT/ON WORK SHALL 8£ PERFORMED Bf A LJC£NS£G AND BONDED GENER/Jl CONTRACTOR. AfL NECESSARY PERMITS SHN..L BE SECURED Bf THE CONTR!Cf'OR BEFORE COMMENCING CONSTRUCTION. 8. POLYETHYLENE PIPE AND FITTINGS SHALL BE PRODUCED Bf THE SAME APPROVED MANUFN::TURER. PRODUCTS MADE Bf SUB-CONTRACTORS OR MANUF N::TURERS DISTRIBUTORS ARE NOT ACCEPT ABLE. PIPE AND FITTINGS FROM DIFFERENT N'PROIED MANUFACTURERS SHN..L NOT 8£ INTERCHANGED. 9. UNER SECTIONS SHALL BE JOINED INTO LONG STRINGS 8Y BUTT FUSING LENGTHS OF PIPE TOGETHER USING ONLY PROCEDURES THAT ARE RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. THE CONTRACTOR SHALL ENSURE THAT PERSONS MAKING HEAT PUS/ON JOINTS HAVE R£Cl£VED TRAJNING IN TH£ MANUFACTURERS RECOMMENDED PROCEDURE. THE CONTR/JCTOR SHALL MAINTAIN RECORDS OF TRAINED PERSONNEL. AND SHALL CERTIFY THAT TRAJNING WAS RECIEVED NOT MORE THAN 12 MONTHS BEFORE COMMENCING CONSTRUCTION. EXTERN/>L N/D INTERN/>L BEADS SHN..L NOT BE REMOVED 10. POLYETHYLENE PIPE AND FITTINGS M# BE JOINED TOGETHER OR TO OTHER MATERIALS BY MEANS OF FLANGE CONNECTIONS /FLANGE ADAPTOERS AND BACK-UP RINGS) OR MECHANICAL COUPUNGS DESIGNED FOR JOINING POLYETHYLENE PIP£ TO ANOTHER MATERIAL . II. IF ANOTHER ANNULAR SP/JC£ BETWEEN THE UNER AND THE EXISTING SEWER IS NOT CN'ABLE OF HANDUNG THE FLOW, PARTIAL BYPASS PUMPING or SEWAGE PLON SHN..L BE REQUIRED. COMPLETE BYPASS PUMPING IS NOT NECESSARY, AS PARTI/Jl FLOW WILL FLOAT THE LJNER AND HELP flEOUCE PULL -IN FORCE. /2, BEPORE INSTALLJNG THE UNER, TH£ EXISTING SEWER SHN..L 8£ Cl.£'AN£D AND INSPECTED. ALL DEBRIS NID OBSTRUCTIONS THAT COULD INTERPERE WITH UNER INSTALLATION.SUCH AS OFFSET JOINTS, PARTIALLY OR COMPLETELY COLLAPSED PIPING, ROOTS, EXCESSIVE BENDS, AND GENERAL DEBRIS SHN..L BE CLEARED. THE UNE SHN..L BE INSPECTED BY REMOTE TV CA!lE:RA TO LOCATE OBSTRUCTIONS, AND BADLY DETERIORATED AREAS. • 13. THE LJNER IS INSTALLED BY EXCAVATING DOWN TO THE SPRINGLJNE OF THE EXISTING SEWER, REMOVING THE TOP OF THE EXISTING SEWER DONN TO THE SPRINGUNE FOR A DISTANCE or 12' PER INCH OF UNER Di/WETER, THEN PUWNG OR PUSHING THE UNER INTO THE OPENING. THE ENDS OF THE INSERTION EXCNAT/ON PIT SHN..L 8£ SLOPED 211 OR PLATTER. WHERE POSSIBLE, EXCAVATION . POR LJNER INSERTION ARE TO BE IN AREAS OF CRITIC/Jl DEVIATIONS IN LJNE OR GRADE, OR AREAS WHERE STRUCTURALLY UNSOUND AREAS OF THE MAIN ARE TO BE REPAJRED. 14. ALL SEWER LJNES TO BE ONNED, OPER/JJED AND MAJNTAJNED BY THE CITY or NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRIWNG. AfL VIDEO INSPECTION SHALL BE PERFORMED BY THE CONTRACTOR. ANY SEWER UN£ FOUND TO BE INSTALLED INCORRECTLY, DEFFECTNE, DAMt,GED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AJR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 15. THE CONTRN::TOR SHN..1. NOTIFY THE FIRE DEPARTMENT 48 HOURS IN AJ:NMCE OF ROAD CLOSURES AT (1/4! 644-3106. 16. THE CONTRACTOR SHALL REQUEST INSPECTION PROM THE PUBUC WORKS DEPARTMENT AND UT/UT/ES DIVISION 48 HOURS IN A/JIN-ICE OF PERFORMING ANY WORK. (1/4/ 644-3311 FOR PUBUC WORKS, 1714! 644-3011 FOR UT/UT/ES. THE PUBLIC· WORKS DEPARTMENT INSPECTOR SHALL /JlSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN 8£ CHECKED POR UNE AND GRADE AND COMPARABIUTY WITH EXISTING CONSTRUCT/ON. 17. SEWER, WATER N-/D STORM DRAIN UN£ DISTANCES SHONN IN PROFILE NID IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. CONSTRUCTION NOTES (ALTERNATNE A) SUP LJNE EX. 8" CJP. SEWER PORCE MAJN WITH 6' HP .DE. SOUD WALL PIPE UNER SDR-17. (ALTERNATIVE B) @ INSTN..L 6'YELOMINE RESTRAINED JOINT P.V.C. CLASS ® REMO/£ EX. 8", 45" CJP. BEND, AND 8', 45" WYE. 160 AS MANUFACTURED BY CERTAINTEED. BACKFILJ.. BEDDING N-/D RESURFACING PER DETAIL I SHEET 6. @ tlis:T4/.!. fl!a:~YELOM/Nfi-45-SWEEP·B'f CERTAIN-0 REMOIE EXISTING 8' TRANSrTION COUPUNG /CJ.P. X P.Vt;J AND INSTALL NEW 8" X 6'C£RTA-WK YELOMINE REDUCER. 0 INSTALL NEW 6' HP.DE. 45' BEND. 0 INSTALL NfW 6'TRANSITION COUPUNG IP.V.C. X P.VJ;J © CONSTRUCT NEW 48' DROP MANHOLE PER CITY OF NEWPORT BEACH STD.-403-L ,· 0 JOIN EXISTING 6-INCH PLASTIC UNER IN 8-/NCH CJP. PRO/ID£ NECESSARY TRANSITION COUPUNG DEPENDING ON O.D. OF PIPES. • 0 REMO/£ EX. 48' DROP MANHOLE INCWDING BASE. © INSTALL 8' SDR-35 P.V.C. SEWER MAIN. BACKFILJ..BEDD/NG AND RESURFACING PER DETAIL I SHEET 6. @ C8/'/SI-RtJffF-NEW-48'· /.D;• MANHOl:E-PER-CIT:f. ·ST:0-40/-L SHEET INDEX . TEED- @ OJ!/NECT @YEWMINE-P:;,t: fr.'FO·EXf'SFING-6' Pl:ASTIC • UNES /N-IJ!.t;;J.P~PRO,lltJ&.-NECE-SSARf--FRANSff'.ION-£0UPUNG BEPENfJfN~IPE-S. @-caNs:;:Ruc:r ~ 1,HRUST-BWGK,EER-,crrr ·STD-5/0-L @ R£UCALE IWEi/f.ER/NG,.f!Oi/"f:40Ns.-Ofi:., EX/SF/NG, F -'C/UTIES. @..cmis:r.al.lf:L.N£W_4ff'.f.D.-MIWHOI.£,, PER crrr STD-401-L @-AAor,.Er;r:..,EXJSF.ING·,.P/PE•/N, PLACE. @ ABMl/JON fiX!'ii+ING-PIPE-IN-P/dCE.,.-CIJT ·ANO PLUG ENDSJ'lfCH...CONC/il.6T£•~'" • @ INSTN..L 8' SDR-35 P.V.C. SEWER MAIN. BACKF/ll.. BEDDING AND RESURPACING PER DETAJL I SHEET 6. SHEET DESCRIPTION SHEET DESCRIPTION SEAL I TITLE SHEET 4 PLAN & PROFILE ST A. 20,801)() TO 27-001)() 2. 3 PLAN & PROFILE ST A /0,00.DO TO 12.-05[)/ 5 PLAN & PROFILE ST .R/5'25JO TO 2.0,80,00 6 DATE BY DESCRIPTION REVISIONS APP'□ PLAN & PROFILE ST A 27,tJO.DO TO 33,00[)0 PLAN & PROFILE STA.33•00.00 TO 34•74/1 r------t & DETAILS. 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PRCNIDE NECESS/.Rt' TRANSfrlON COUPUNG ........-, .,....1--r ,,rt_....--....-t.J J: \1 ~ / / VIA LIDO DEPENDING ON O.D.OF PIPES. -/~1:.t-"'•J J· I ~ ~-o ~ ),I ~ I I * @ CONSTRUCT THRUST BlJXK PER crrr STD-5to-L ~ ;-~ 1 / ?)jl ;I & 1 1 -lb. CONSTRUCTION NOTES (ALTERNATNE A) @ REMO/£ INTERFERING PORTIONS OF EXISTING FICIUTIES. -;; ]JI\' r,-,. tz5' CONSTRUCT NE.W 48' I.D. MANHOLE PER crrr STD-401-l. &1 I 3.9 0 SUP UN£ EX. 8' CJ.P. SEWER FORCE MAIN wrrH 6" H.P.D£. SOUD ~ ~ / f-.... / / WM.1. PIPE UNER SDR-/1. ® INSTALL 8' SDR-35 P.V.C. SEWER MNN. BICKFILL. BEDDING ~/ 1., / I / 8/ © MD RESURFICING PER DETNLI SHEET 6. OJ -....i / 1 / , 6 CONSTRUCT NEW 48' DROP MANHOLE PER crrr OF NE.WPOFll' BE/CH CONSTRUCT/ON NOTES (ALTERNATIVE BJ \ o. •· mu• COifti.. ~- f / >.: 1 I / srD.-403-l. I I ~ t·J / ! I II I * 0 JOIN EXISTING 6-INCH PLJIST"IC LJNER IN 8-!NCH CJI'. PROIIDE C-3183 I I "'( // ! I I I NECESSMf TRANSfT/ON COUPUNG DEPENDING ON O.D. OF PIPES. -....J f / ® REMCNE EX. 48' DROP MN/HOLE /NCLJJD/NG BASE. SCALE: r • 2CY ® INSTAI.L 8' SDR-35 P.V.C, SEWER JINN. BICKFILL. BEDDING JJID RESiJRF ftCING PER DETAIL I SHEET 6. LIDO ISLE 0: l S.1 <s SEWER FORCE MAIN RELINING SEWER MAIN PlAN AND PROFILE FROM STA. 10+00.00 TO STA. 12+05.01 @ CONSTRUCT NEW 48' !.D. MANHOLE PER CITY STD-40!-l. r-:-:::-i--:~------:::-------t--+::;:::;;:;:;:;--,::=--+-----------,-------18 DATE BY DESCRIPTION APP'D DESIGNED DRAWN 5-5167-5 .., A. CASTANON A. CASTANON CITY OF NEWPORT BEACH ~ r------1...J REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT .__ _____________________________________________________________________________________ J_ ______ _;;:;.:::::: _______ ,L __ .!!M-~J.S~-L ___ L __________ .J__:S~HE::E~T.:.2~0:,_F!,6_J~ . ' J • • + ~ 15+00 16+00 " CONSTRUCTION NOTES (ALTERNATIVE AJ 0 SUP UNE EX.8' CJ.P.SEWER FORCE MNN WffH B'H.P.1).£. SOUD WAil. PIPE UNER SDR-'7. ® REMOIE EX. 8', 45" CJP.BEND, #ID 8', 45" WYE. 0 INSTAil. NEW 6' HPJJE. 45" BEND. 0 JOIN EX/5r/NG 6-INCH PLASTIC UNER IN 8-/NCH CJ.P. PROIIDE NECESS#« TR#/Sff/ON COUPUNG DEPENDING ON O.D. OF PIPES. --~-~~~- 17+00 . CQMSTRUCT 10•1 "OTES ,, , r nr n (ALTERNAT/VE 8) r::;;;,. "'S+-Ald.~E--RESTFWNE~NF PJlC. GI.ASS ~/60 AS Atl>NUF/C1JRffJ Bf CEJ'(Tt.J,lrTEED.-BN:KF'llk- 8£()[)!.!IG NI[) RESIJR.F/JCING .PER DE:r,,_lL .' S#E~6.- @ L/JIS1"6JJ. f7 CEFffA-JJJK YEIIJU.WE, 45' SHEEP Bt CEFU:/JJN-- -'FEED. @----fgNNE:CF 6'YE/£1MIN£: r1l£ .. TO E:X.'STNIG S-,OL4ST.'G LJA'E-S IN 8' C.',P. PRO-I/DE NEGESS.6Rf TRAl,/SIT.ION COOP/JNG- DEPiiNDING ()N ()J). ()F P/,PES,. ~ M -+-- --- PROFILE SCALE l" 20'-HDRIZ. 1" = 4' VERT. . . 18+00 -- I SCN.E: I'• 2.0' ~ -- -- .....__ -- 19+00 21+00 !l. lli. IUSU\1C mus~ ~~:~~T~~ ,/rt----+--+-----------+------1 APPROVED C- 3183 l§''fio/' . & ~ LIDO ISLE ~ l G_ l ~ ~ 1.✓/ i. Fi t---+--+----------+---1·'.':...,~~~./4~-!!!=.. t--_S_E_W_E_R_F_O_R_C_E_M_A_IN_R_E_L_IN_I_N_:G_--1 "'Ill~·• ~ ,6214 ij U/JLITlE\ EN~ NEEH-46214 ,., 1 \., R.C.E. NO, SEWER MAIN PLAN AND PROFILE I u\ El · 12-31-96 t---+---+-------------1------1 DATE 'f-•:z.-'I, FROM STA. 15+25.10 TO STA. 20+80.00 ~ ~.::r 13 ~ O CIV\\.. ,"~ DATE BY DESCRIPTION APP'D DESIGNED DRAWN 1---S-·5!._6!_·_:_--I ~_,· 'F CA\..•' A.CASTANON A.CASTANON CITY OF NEWPORT BEACH = L---·--------------------------------------------------------------------------------------...L--------R.::E;;.:Vl::Sl::ON.::S _______ -1.._cH_EC-KE-D _.!::~L.□-AT_E __ ..J ___ Pu_sL_1c_w_o_RK_s_o_EP-ARTM_E_NT __ _L_..'.:,SH:E~ET~3~0F:.,.::.G_J:!l M,J.S. G: (@coN'STRUCr T~ BLOCK PER c,:ry s,::[),51(;4. @-RE-MOIE !fffERFERING--POlfRONS ().r:-EXISTING FIC!lJT'.!ES.- .. ,• • = - ~ 21+00 J08b 88b 881 3i 22+00 VIA BARCELONA 888~890 CONSTRUCT/ON NOTES (ALTERNATNE A) 0 SUP UN£ £X. 8' CJP. SEHER FORCE MAIN wrrH e HP.DE. SOUD WALL PIP£ UNER SDR-fl. ~ -- -~ 23+00 STRADA BARCELONA (AIJERNATl~1E B} @ ,'NSFA!L 6' YEtOMlNE RESTRAJNEG uffJ,WT ,OJ/-£, GLASS .'60 ,45 M/illllFllf:T!J.REfJ Hf GEFtr,'l.'/TeEfJ. BJ{;/(F.'U.. -8£00!~ /t.WJ R&SlJRFIJCll/G eE,R DEr4lL I SHEFT 6- ----L~.. L: __ ;,:.;;;_::;_ :::: --• __ _ --_,._.! -· ::c:::j::::=f --· • ~---··-'- -~ -·--~--, ---.• ---· -- ------ ·- -·---------------------- -PROFILE SCALE 1" -20' HORIZ. 1" 4' -VERT. 24+00 --i .---' VIA CORDOVA 89; l ' VIA LIDO SCUD SCAfE: I'· 20' :le -- +-- .---· - -- ----- ---. 25+00 26+00 27+00 STRADA CORDOVA VIA DIJON JOJ3 898 899 900 90J ~ 902 903 90 <f ' D.11.IISlBDJI. 13 t-----i--t-----------+--+-,---,--,-----+-------------r------1"' DESIGNED DRAWN S 5167 S '" A. CASTANON A. CASTANON CITY OF NEWPORT BEACH f----------1~ -....---.---.------------,---,---,.,.,.,,,..-------.--------------.i....;C;;..-.;;.31.;.;8;.;;3;,..i APPROVED LIDO ISLE rz 1 6 \ S f----+--+-----------+---1M'/.JJJ~:.~/-= f---S_E_W_E_R_F_O_R_C_E_M_A_I_N_R_E_L_I_N_IN_G_---1 ~C.E. NO. 46214 SEWER MAIN PLAN AND PROFILE DATE 4-l'Z.•"19,. FROM STA. 20.80.02 TO STA 27+00.00 DATE BY DESCRIPTION APP'D L--------------------------------------------------------------:---:-----------------------'-~------R_E_v1_s1_0N_s _______ .,__cH_Ec-KE-D ...:.:=-i-D-ATE---'----pu_su_c_w_o_RK_s_oEP_A_R_™_ENT __ ....1_s_HE_ET_4 _oF_6 __,~ M.J.S. :;: ' - ' . ' ' .. .. ~ ... - . ··- --- 27+00 28+00 CON~,TRUCT/ON NOTES (ALTERNATIVE AJ 0 SUP UIIE EX. 8' CJP. SEWER FORCE MNN wrrH 6' HP.DE. SOUD WN.L PIPE UNER SDR-17. 29+00 PROFILE SCALE 1' = 20' HORIZ. l" 4' -VERT. 30+00 . -- - ·- VIA LIDO SCUD G()f,1STRUCT10 ,,, MOTES ,, , r1r1 .. (ALTERNATl'IE BJ @ JNSTAli.. e 'fE.llJMJNE .f/ESfRNNfi.D...,JOl/,ff P,\lC. Gl.4S5 ./6Q AS M,6NIJ,C:/!CJ:URE.[) filf Cf'N'.,4J.lf:r€£[). B.ACKFlU.. fJ6(){)/NG IND RESJJ.RF'CllfG PER D£r41( I SHFFT 6 -. i5 31+00 +------l- .,. r -- 32+00 33+00 SCA/£: /' • 20' Ill 811. msu.,c miff. f C-3183 APPROVED I LIDO ISLE C l Et l ~ DATE BY DESCRIPTION APP'0 ,..,,,~ffi~·. /~'~,-,~:=-1---1---1--------------1---1,,ILITIE f-------------------1 V R.C.E. NO. 46214 SE N WER MAIN PlA AND PROFILE DATE f·l'Z.·'I& FROM STA 27+00.00 TO STA 33+00.00 i---i---i----------------t-----t-----r------+------------~------1~ CITY OF NEWPORT BEACH S-5i67-S 2 f-----------1 '.J OE SIGNED DRAWN A. CASTANON A. CASTANON SEWER FORCE MAIN RELINING , , REVISIONS CHECKED " DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF G ill L------------------------------------------------------------------------------------------Ji....-----------------..1-----a"::::·J:=.s...1.... ___ -1,. ___________ ...L. ____ .;_..JE f , • • • • • ' , •• ~ ~ . ••• I ~ • ~ ~ ~ ~ ~ . . ·= ., -. ~ - ~ . ~•-· . . -- 33+00 I.!) • 1--::t: V) Lu Lu V) Lu ~ -.J l 1--~ ~ 8 g ~ I'<) I'<) - <f. I-V) ~ SCALE: r • ZO' \. f 92b 923 \. I -1 . +- ---1· 34+00 35+00 1 f + .. 1111111 ~ PROFILE SCALE 1" -20'-HORIZ. 1" -4' -VERT. VA 1.1D0 SCUD ' EX, CURB & GIJTTER OR CURB TRENCH RESURF .ACING -- I½• AC. FINISH - COURSE SE£ Neff£ 5 MIN, 6' MIN. 6' O.D. /PIPE BARRELJ TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL, TYPICI.J.. TRENCH WICJTH ~ 6 ½' AC. BASE COURSE J.----6'MIN . NOTES: I. TRENCH WIUTH SHAf.L BE G.D.• II?: MINIMUM, OR OJJ. • ZO' M/lXIMUM, JNCWDING THICKNESS OF TRENCH SHORING OR SHEETING. Z. BACKFILL SHAf.L BE PER ST /JIIDARD SPECIFICATIONS SEcrlON 306-1.3, EXCEPT TH/if RElATNE COMP/CT/ON SHAU.. BE 90 PERCENT MINIMUM. 3. WHEN THE M/lXIMUM TRENCH WICJTH IS EXCEEDED, THE CONTRICTOR SHALL SUBMIT TO THE ENGINEER FOR APPRCN Al-DRAWINGS WITH SUBST NIT/AT/NG ENGINEERING CALCULATIONS FOR THOSE /.IODIF/Clv/ONS OF PIPE STRENflTH AND/OR BEDDING WHICH WILL PROIIDE AN IN-PUCE F/CTOR OF SPFE:TY EQUNALENT TO THAT PROIIDED IN THE CONTRN:T. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-/.21, EXCEPT THAT: 1/>J CLASS JOO-E-I00 SWRRr' MAY BE SUBSTfTUTED FOR SHAPED BEDDING AT THE CONTR/CTOR'S OPTION AND SOLE EXPENSE. /BJ H/il.JNCH BEDDING SHN.L BE HAND TAMPED TO 90'/. RElATNE COMPICT'/ON MINIMUM FOR PIC, RPM, HOPE. AND ALL effHER Fl.EX/Bl.£ PIPE INST I.J..LAT/ONS • WHEREUPON THE REMAINDER OF BEDDING (ABWE- SPRINGUNEJ MAY BE COMP/CTED CONCURRENTLY WITH THE 8.ACKFIU.. 5. IF MAIN UNE TRENCHES RESULTS IN PAVEMENT WICJTH OF 5'0R LESS, PAVEMENT SHAU.. BE REM<NED TO EDGE OF GUTTER OR CURB F .AC£. 6. TRENCH RESURFACING IN ASPHI.J..T CONCRETE PAVEMENT SHALL BE PER ST /JIIDARD SPECIFICATIONS SECTION 306-/S, EXCEPT THAT: 0.4 O.D, fil ~ (AJ APPlY TACK COAT AND FElfTHER NEW PNEMENT AS NECESSAFif TO SEI.J.. THE CONT/CT' JOINT AND £UM/NATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. DETAIL I Neff TO SCALE Vj CONSTRUCT/ON NOTES (ALTERNATNE A) (!) SUP UNE EX. 8' CJ.P. SEWER FORCE MAIN WITH 6" H.P.DE. SOLJD WALL PIPE UNER SDR-11. 0 REMO/£ EXISTING 8' TRANS!TION COUPUNG (CJ.P. X P.V CJ /J/1D JNSTAf.L NEW 8' X 6'CERTA-LOK YELOMINE REDUCER. ® INSTN.L NEW 6' TRANS!TION COUPUNG IP.Vt:, X P.V.CJ J, I ' I \ G9NST-RUG-F/9N--NQTE·S-~-r:Al:::FE·RN-AFNE-·B)· \@ INST I.J..L 6' YELOM/NE RESTRAINED JOINT P.V C. CLASS 160 AS MANUF/CTURED BY CERTNNTEED. BACKFILL. BEDDING AND RESURFACING PER DETAIL I SHEET 6. ® ..[N!,J:A'bl,' 1,.,:"~~A, --~1' ~~v~'JMll'l&-41.'-0:.$W,!--;i;g·,a,Pc...,8(~(;~e,;l,Ftrfl:;./JJNW/- "FeED. ® GfJN5FRiJ6F-,THRUSF-BWCK-PER-·crrrsrl>-5/0-L :@ ReAIOllf /lffl5RFERIN6-POR'FION~OF-€,Y/ST.WG HBIYFIES. ,,'® PR<JFEGr EX!Sf/NG-PIPE-IN-Pl:AC&-- •o•"IV1" r:v,c-r,A'C p,or "' PfM'C.. ,..,rr._,.,,,._puu-, c:N""-rarv~~n, '-" , ,r...: vn , c, ,._.~,,,nor-u-.,y--~. v..r wrm-coNSRETE. APPROVED J I I . ~ ./ / l---+--+--------------+----1 UJ[LlT!ES 'M ER 46214 , V .C.E.NO. --"='-- >---+--+-------------+----I DATE 1••"1-., .. /A\$-BUllT D. 111 mumc cont f C-3183 LIDO ISLE (, l 6 l S SEWER FORCE MAIN RELINING SEWER MAIN PLAN AND PROFILE FROM STA 33+00.00 TO STA 34+ 74.17 z "' l---+---+-------------+--+----~-----t------------~-------1 □ CITY OF NEWPORT BEACH 1---s_-5_16_7-_s_--l ~ DATE BY DESCRIPTION APP'D DESIGNED DRAWN A. CASTANON A. CASTANON CHECKED DATE REVISIONS PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 ~i L-----------------------------------------------------------------------------------------.JL.-------------------'--....:M~.J;:;;,S,J._ ___ ...1.. _______ ..._ ___ ...1.., _____ .J G: I \