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HomeMy WebLinkAboutS_5252_Sk enY OF COSTA MESA PROJECT 1..0CATION VICINl'JY· lvl~P✓ NOT TO SCALE 1 ,. . . ·mGEND _, '. • ''. , I ·ct ,?,11/ l><3 Cl -,,- " ...... • . JI;'. -~·- :$ 0 .@!I ............. lilfilOlili • -·:..: Ii-p ~- &l FH 'IS CF SF Fb OR .:w EG NG BS SP FF TR BW - 1iW TG (000) DIR •FlRE: HYl'lRAN!T GJ: EIDGE PAVEME:Nt • GP WAlElf VALVE L •METER; Plll.l; BOX PA SIGN ,./ PL CONCRETE( • R/W BLOC!( WALL WO I.IGlfJ'. $TANDARO ELEC 1RAIFFIC SIGNAi:." WI.I, WOOD FENCE" PB CHAINUIIIK FENCE RAD WROUGHT IRONi FENCE pp STREET UGlfJ'. R GAS VALI/E DR FIRE HYDRANir / fG TOP Of STef',.-·, Cl) ' BR •CURB· FACE/ SQUARE FEn Fl. FOUND TOP 01,)IIN OR TOP OF Olli\lN CRB EDGE Of Gml'ER FC NATIIRI\IL GROUIIIO 11,J; BOITOM OF STEP' 'l'E SIGN POST sco FINISHED A:.OOR _, ,/ __ _,... TC llW'AC ( MH BA"CK OF w'Al.K GB TOP OF WAIL EX TOP OF GRATE TOE EXIS'llNG GRADE I'S DIRECTIONAL lJndeH0ground Servfce, Alert of Southern Collfornla • c:J!II: · IO:l..l:. F"RiE· . __ z,· . :, ' """""1. < 4! 33 TWO WORKING DAY$. 8ei;'©RE: YOU DIG GRATE INILET GUARD POSr LOT LINE PUNTER AREA PROPERIT UNE RIGl'll' OF WAY WOOD DECK ELEC!RICAL WATER MEFER Pl:11.L BOX RADIAL POWER Pru RIDGE DRAIN flNISf!ED GRADE CWN our BIKE iROLIIE l'LOWUNE: TOP -DFS!ill'E DRAIN CROSS WAILK iBlfl1TON FINISHED• ·COI\ICREIE ASPHA!.T PAVEMl!WI'· • TRASHi ENCLOSURE SEWER ct£AN, ,OOT TOP OF Cl.JRB• MANHOLE GRADE BREAK EXIS'llNG BOTmM OF SLOPE • FINISHED SWRFACE 'i'E1AS PR<Jl'Ellli~~ 1175 B. l'JEIIIPO!f,I; BOmll!i/J\Rll COSTA lilESA. · Cl! 9262'1' SOitS ENG]!N(l!lER MACtEC 5628 ~ SI.Al!SON • WSJ ANGEILES, CA 90040 ~889>-5300. • JOB NO; 49Sll:-,-.lll,;0!181 JllllY •f,4, 201 D .. /BEN(ll~:'_ ,--~,.',»,,.?·:\\v•,, , ' .. . . ; ~~cfSBAllL BE RESPOFI (i:1~C11Qlil Of' NEW '.fA~I . . . . . • CH! WORK ll5i Dl:SORJaED i!I • ••• . . • ,ARE • • · IJEMEITT Sfl!ll'f c_·--. · ' ' . . . ' .. ,, ' . ' ' . . ' AlilOES, . RCDSIDEW, ~--, .·. • ·' ,BV'z11iJE Gil¥ -NI' ·. 'IRE REPAIR' WO~-SflAl;I; !l£ . '.,. . ' • ,flNISBED IDP OF . . . . . .. . ~~t:,1~flliJl~! ~~~Rffl~H; ,,,. iENCFf: Rl!1SIH'iiCllilG • .. . . . . . •.•• CH ~ACIKIG . . . . • ·,CAP' CITY OF COSTA MESA VICTORIA ST PROJECT LOCATION VICINITY MAP NOT TO SCALE LEGEND ct //1/ l><I □ x:x ~ - FIRE HYDRANT EDGE PAVEMENT WATER VIJ...Vf. METER, PULL BOX SIGN CONCRETE BLOCK WALL LIGHT STANDARD " TRAfF1C ~ ' WOOD FENCE CHAINLINK FENCE §; -' (D WROUGHT IRON FENCE o-------<) - fN FH TS CF SF FD DR TP EG NG BS SP FF TR BW 1W n; (000) DIR STREET UGKT GAS VAJ...Vf. FIRE HYDRANT TOP OF STEP CURB FACE SQUARE FEET FOUND DRAIN ' TOP OF DRAIN EDGE OF GUTTER NA11JRAJ... GROUND BOTTOM OF STEP SIGN POST FINISHED FLOOR TRAfF1C fW:K OF WALK TOP OF WALL TOP OF GRAT£ EXISTING GRADE DIRECTIONAL GI GRATE INLET GP GUARD POST L LOT LINE PA PlANl£R NlfA PL PROPERTY LINE R/W RIGHT OF WAY WO WOOD DECK ELEC ELEC!RICAL WM WATER METER PB PUil. BOX RAD RADIAL pp POWER POLE R RIDGE DR DRAIN FG FINISHED GRADE co CLEAN OUT BR BIKE ROUTE FL FLOWUNE TOP TOP OF SLOPE DR DRAIN CRB CROSS WALK BUTTON FC FlNISHED CONCRETE AC ASPHALT PAVEMENT TE TRASH ENCLOSURE sco SEWER CLEAN OUT TC TOP OF CURB MH MANHOLE GB GRADE BREAK EX EXISTING TOE BOTTOM OF SLOPE FS FINISHED SURFACE EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOIJ'IHERN CALIFORNIA GAS COMPANY SOIJ'IHERN CAUFORNIA EDISON COMPANY PilCIFIC TEl..EPHONE COMPANY CITY OF NEWPORT BEACH (UT1Ul'ltS DEPT.) COUNTY SANITATION DISTRICTS ADELPHl,I. CABLE UNDERGROUND SERVICE .ALERT 1 -800-624-8153 1-800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 1-800-422-4133 "c-_J ' ' ' ' ·; i, I \ __ .\j ' C a ' Underground Service Alert of Southem Califomia Call: TOLL FREE 1-800 422-4133 OWNER OR DEVELOPER TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILI. 3019 NO EXCAY"llON PERMIT IS VAi.JO UNLESS 1ME CONIRACTOR CONTACTS AND OBTAINS -'N 1NQUIRY I.D. NUMBER FRDM "UNDER-GftOUND SERVICE AL£RT" (1-800-422-4133) "T LEAST TWO WORIQNG O,.'t'S PRIOR TO COMMENCING EXC-'W.llON. VBAS PROPERilt.S 1775 B. NEWPORT BOULEVARD COSTA MESA, CA 92627 SOILS ENGINEER MACTEC 5628 EAST SLAUSON LOS ANGE1.ES. CA 90040 323-889-5300 JOB NO. 4953-10-0881 JULY 14, 2010 SHEET INDEX SHEET NO ~PnON 1 11l1.£ SHEET 2 SEWER PIAN 3 PIAN & PROF1LE A i:t:: r:n ~ ~ i:t:: A z < E-, .._,r:n BENCHMARK BENCHMARK NO. 3K-24A-82 DESCRIBED BY OCS 2002 -FOUND 3. 75" OCS AJ...UMINUM BENCHMARK DISK STAMPED "3K-24A-82", SET IN TOP or A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN lHE SOUTHWEST CORNER or lHE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FEET SOUTHERLY or lHE CENTERLINE OF PACIFIC COAST HIGHWAY AND 37 FEET EASTERLY OF THE WEST ENO OF THE SOUTHERN GUARD RAIL A.-oNG BRIDGE. MONUMENT IS SET LEVf.L WITH lHE SIDEWALK. ELEVATION: 19.259 FEET (NAVD8B) PUBLIC WORKS DEPARTMENT MARINER'S POINT SEWER RELOCATION PLAN CLIFF DR FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED: DATE: DIRECTOR or PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DATE: DEPUlY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 I ~ I ~ ~ "';2!. ~ 0 J • ';:d ~ ~ ~ tZ?Zl-lNDICATES />MA OF CONSTRUCT10N LOCATION MAP NOT TO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on infOf'l'Tiation submitted, in port, by other.J. \t.'!'!!!e-t~!::: !!":fcrrnotion le betieved to b~ r~!!~~!c, City cf Newport Beach is r.ct resp~sible for its occuracy, nor for errors or omissions which may have been incorporated into these plans os a result. APPROVAi.. RECOMMENllEO MUNICIPAL OPERATIONS DIRECIOR DATE BY DATE GENERAL NOTES 1. THE CONSTRUCTION or AJ...L PUBUC IMPROI/EMENTS SHALL CONFORM TO lHE REQUIREMENTS OF lHE NEWPORT BEACH CONSTRUCTION~..., STANOARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRIIE.Rul, STANDARD DRAWINGS AND lHE "STANDARD SPEC1F1CA110IIS FDR THE PUBUC WORKS CONSIRUCTION", 2009 EDll10N AND SUPPLEMENTS. 2. EXISTING UNDERGROUND um.mES AA£. SHOWN AS PER AVA11ABLE REWRDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Vf.RIFYING THE ACTUAL LOCATION AND ELEVATION IN THE F1EI.D PRIOR TO BEGINNING CONSIRUCTION OF NEW FACIUTIES. 3. THE WAU.S ANO FACE OF AJ...L EXCAVAllONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EfFECllVELY GUARDED BY A SHORING SYSTEM, SLOPING OF lHE GROUND OR OTHER EQUNAl.fNT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMIN-'TION INDICATES THAT HAZARDOUS GROUND MOVEMENT M.\Y BE EXPE.CIW. 4. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVAllON OR TRENCH WORK /IS DESCRIBED IN NOTE 5 ABOI/E FROM CAl..-0SHA. 5. ALL SEWER PIPE SHALL BE BEDOED PER CITY OF NEWPOR'f ~ STD-106-L 6. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY Sll'tCIAI. PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULI.-BODY FTl11NGS, PVC SEWER PIPE BEDDING SHALL BE 3/8" CRUSHED ROCK FROM 6" BELOW lHE PIPE TO 12" ABOVE THE TOP or lHE PIPE ANO SHALL BE CONSOUDATED BY JETTING PRIOR TO COMPI..ET10N OF fW:KFILL 7. PRIOR TO THE CONTRACTOR PERFORMING MODIFICATIONS AND REPAIRS TO THE C.S.D.O.C. MANHOLE STRUCllJRES, THE CONTRACTOR SHALL OBTAIN A PERMIT ANO ASK FDR INSPECTION BY C.S.D.O.C. CONSTRUCTION DMSIDN AT (714) 962-2411 EXT. 5113. 8. ALL SEWER LINES TO BE OWNED, OPERATED, ANO MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE INSPECTED BY THE CITY U11U1lES PERSONNEL ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVf.. DAMAGED OR 01HERWISE COMPROMISED SHALL BE REPAIRED/REPLACED ANO REINSPECTED. INCLUDING AIR TEST, MANDRILL. AND VIDEO PRIOR TO ACCEPTANCE. 9. WHERE SEWER LA'IERAL TRENCHES ARE LOCATED WITHIN 5' or EACH OTHER. THE PAVEMENT SECTION BETWEEN lHE LATERALS SHALL BE RECONSTRUCTED. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPAR1MENT 4B HOURS IN ADVNICE OF ROAD CLOSURES AT (714) 644-3106. 11. lHE CONTRACTOR stW..L REQUEST INSPECTION FROM lHE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVNICF. OF PERfORMlNG ANY WORK AT 644-3311 FDR PUBLIC WORKS, AND 644-3011 FDR UllUTIES. lHE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE N011REO AFTER PLACEMENT or FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE ANO COMPATIBIUrr WITH EXISTING CONSTRUCTION. 12. SEWER LENGfHS SHOWN IN PROFILE AND IN lHE ESTIMATED 0UAN11l1ES ARE HORIZONTIJ... DISTANCES. 13. IF ANY OF lHE EXISTING PUBUC IMPROVEMENTS SURROUNDING THE SITE IS OAM,6GED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALI.E'r/SIREET PAVf.MENT, ANO OTHER PUBLIC IMPROVEMENTS Will. BE REQUIRED BY lHE CllY AT THE TIME OF PRIVA'JE CONSIRUCTION COMPLETION. SAID DETERMINAllON AND lHE EXTEND OF THE REPAIR WORK SHALL BE MADE AT THE DISCREIION OF lHE PUBLIC WORKS INSPECTOR. 14. AN APPROVED ENCRO,iCHMENT PERMIT IS REQUIRED FDR ALL ACTMTIES Wl11ilN THE PUBUC RIGHT-Of-WAY. 15. THE CONTRACTOR SIW..L. CHECK THE FLOW LINE ELEVATION OF EXISTING JUNCT\JRE AGAINST CONTROL PROVIDED PRIOR TO CONSTRUCTION. IF THE EXISTING FLOW LINE VARIES FROM THE PLAN ELEVAllON BY MORE THAN 0.1 0' THE ENGINEER SHALL ADJUST THE GRADES BE1WEEN THE JUNC11JRE ANO lHE NEXT UPSTREAM MANHOLE, WITH THE M'PRfNAJ... OF THE FIELD ENGINEER. 16. ADJUST ALL MANHOl.£S TO GRADE AFTER Pl.ACING FINAJ... LIFT OF ASPHALT. 17. 2-SACK SANO CEMENT SI.URRY TRENCH fW:KFll1. SIW..L. BE REQUIRED TO 1' ABOVE THE FINISHED TOP or PIPE WHERE LINE IS CONSTRUCTED AT A SLOPE OF 5:1 OR MORE. 18. WHEN lHE SEWER MAIN AND LATERALS ARE COMPl.£TE, ALL Atl.W:EHT UllUTIES ARE COMPlETEO, LINES BILLED, 100 X AIR TESTED, T.V. INSPEC110N COMPLE (PER T.V. SPECIFICATIONS), PLYWOOD PROTECTORS ON MANHOLE SHB.Vf.S, MORTARED PROTECTION PLATES ON CONES, AND /IS BUILT WYE SHEETS SUBMITTED, THEN THE SEWER Will. BE LISTED AS 95 X COMPLETE. 19. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTIU11ES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A S£AACH OF THE AVAILl&.E PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE· THERE AA£. NO EXISTING UNDERGROUND U11l.J11ES OR STRUCTIJRES EXCEPr AS SHOWN ON THIS MAP. 20. lHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MrASURES TO PROIECf lHE U111.J11ES OR SJRUCTURES SHOWN ANO ANY OTHER U11l.J11ES OR SUBSTRUCTURES AT lHE SITE. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY TO N011fY lHE OWNERS OF THE U11I.J11ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 21. CAUTION: THE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FDR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE Pl.ANS MUST BE IN WRl11NG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 22. CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WITH GENERAI.J..Y ACCEPlm CONSTRUCTION PRACTICES, CONSTRUC110N COtflTtACTOR Will. BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONS8UTY FOR JOB SITE CONDITIONS DURING THE COURSE or CONSTRUCTION OF lHE PROJECT, INCLUDING SAl'EIY OF AJ...L PERSONS AND PROPERlY; lHAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONl1NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANO CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INOEMNlfY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL UABILITY, REAJ... OR All.EGED, IN CONNECTION WITH lHE PERFORMANCE or WORK ON THIS PROJECT, EXCEPllNG UABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROf'ESSIONAL.. CONSTRUCTION STAKING NOTICE THESE IMPROIIEMOO PLANS HAVf. BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ANACAJ... ENGINEERING COMPANY Will. BE PERFORMING THE CONSTRUCTION STAKING FDR lHE COMPLETE PROJECT. IF, HOWE.VER ANOTHER ENGINEERING AND/OR SURVf.'11NG FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FDR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT lHE FIRM or AN/C,IJ... ENGINEERING COMPANY WU NOT ASSUME ANY RESPONSIBILITY FDR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR ANO WHICH COULD HAVf. BEEN AVOIDED, CORRECTED OR MITIGATED IF ANACAJ... ENGINEERING COMPANY HAI) PERf'ORMED lHE STAKING WORK. CONSTRUCTION NOTES G)----CONSTRUCT 8" SOR 35 PVC SEWER LINE. BACKFILL. BEDDING, AND lRENCH RESURFACING PER CITY STD-105-L-A ANO STD-106-L ®-CONSTRUCT 6" SOR 35 PVC SEWER LINE. BACKFILL, BEOOING, AND TRENCH RESURFACING PER CITY STD-105-L-A AND STD-106-L @-CONSTRUCT 48" SEWER MANHOLE PER CITY STD-401-L ©-CONSTRUCT 4" SEWER LATERIJ... CONNECTION TYPE A PER CITY SlD-"°6-L W-CUT AND CAP EXISTING 8" SEWER LINE ©-CONNECT 4• LATERAL TO EXISTING 4• RISER 0-CONSTRUCT 36" SEWER MANHOLE PER DETAIL SHEET 2 @- ®-©- ©- PROTECT REMOVE ADJUST TO GRADE RELOCATE 0993-2012 200-300 W. COAST HWY. DESCRIPTION APl"D. REVISIONS ASSISTANT CITY ENGINEER R.C.E. NO. 46214 DATE DESIGNED DRAWN D. C. Q. C. W. S. CHECKED D. C. 0. DATE 7 /12/12 SEWER PLAN TITLE SHEET CITY OF NEWPORT BEACH ~.,,z..~z.- PUBIJC WORKS DEPARTMENT SHEET 1 OF 3 B 0 REMOVE EXISTING .,. ••• SEWER LINE ---~--· ;,---- ---~ Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT lT' •SSEHBL v BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-GROUND SERI/ICE ALERT" (1-800-422-4133) AT LEAST lWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. EX. 8" SEWER APN: 049-202-16 KINGS PlACE PROPERTY, LLC 3150 BRISTOL ST. #500 COSTA MESA, CA.-92626 SITE AOORESS: 100 KINGS PL. NEWPORT BEACH, CA. 92663 CAMERONMERAGEOYAHOO.COM \ \ \ EX. 4~ RISER \ \ \ \ \ \ \ \ \ \ \ \ \ \ 59.63 INV .dl ,.,. \ • ' \, ' .,. . \ " . \ ' ___ ,.,::;;..":" APN: 049-202-15 FRANK A LAURA TARBOX EISENDRATH TRUST 500 NEWPORT CENTER DR. #500 NEWPORT BEACH, CA. 92660 SITE AOORESS: 104 KINGS PtACE NEWPORT BEACH, CA. 92663 PHONE: 949-721-2330 IAURAOTARBOXBROUP.COM J\/J"J\/L 3 7-t14 • • ~~~~~-~c:::c.:.. ~c. ~--~~-~-::-i~~~~:.::!I~~:_~ ~"'~"'='::"--=~-~~~~~c'-.~.-::~-~~.:=_c __ ~-::~~~~~-r-~~ -~-REMOVE EX. I 1 REMOVE EXISTING B I SEWER MANHOLE I REMOVE EXISTING B SEWER LINE 1 1 I I 1 1 - \_i WEST {N.8717'00'"E. SEWER CONSTRUCTION NOTES G)-CONSTRUCT 8" SOR 35 PVC SEWER LINE. BACKFILL, BEDDING, ANO TRENCH RESURFACING PER CITY ST0-105-L-A AND ST0-106-L @-CONSTRUCT 6" SOR 35 PVC SEWER LINE. BACKFILL, BEDDING, ANO TRENCH RESURFACING PER CITY ST0-105-L-A AND ST0-106-L @-CONSTRUCT 48" SEWER MANHOLE PER CITY STD-401-L ©-CONSTRUCT 4" SEWER LATERAL CONNECTION 1YPE A PER CITY ST0-406-L ©-CUT AND C>P EXISTING 8" SEWER LINE @-CONNECT 4" LATERAL TO EXISTING 4• RISER W"" CONSTRUCT 36" SEWER MANHOLE PER DETAIL HEREON ©-®- @r- ®- PROTECT REMOVE ADJUST TO GRADE RELOCATE 1 1 I I 1 1 I I C>P SEWER LATERAL AT PL LATERAL AT PL {J06.49') ~ ,364.35' COAST HIGHWAY I 1392.37'\ 1391. 7 4' EASEMENT NOTES lHE FOLLOWING ITEMS WERE FOUND IN l11lE REPORT NO. 9701386-JIIE DAlED FEBRUARY 17, 2010 B'I' IAWYERS 111lE:. r:7 AN EASEMENT FOR SANITARY SEWERS AND APPURIDWICES PURPOSES TO lHE ~ Cl1Y Of NEWPORr BEACH. RECORDED 10-7-1955 IN BK 3237 PG 480 0. R. Gl AN EASEMENT FOR AVIGA110N PURPOSES TO THE COUNlY Of ORANGE. L::'.J REC0ROED 3-17-1964 IN BK 6965 PG 721 0. R. OTHER EASEMENTS: AN FASEMEJilT FOR POLE LINE PURPOSES TO SCE. RECORDED /IS INST. NO. 8582 BK 1811 PG 17 0. R. 10' WIDE SEWER EASEMENT TO THE CITY OF NEWPORT BFACH PER RESOLUTION 124229 BK.3237, PAGE 480, OFFlCW. RECORDS. 10' WIDE SEWER EASEMENT TO THE CITY OF NEWPORT B£ACH PER ROUND LEASE DOCUMENT NO .. 13884 BOOK 4473 PAGE 427-432 OFFICIAL RECORDS • 6 SEWER REMOVE EX. MAN H0I.£ EX. 8" SEWER C. 00 ID19105D aJ N 1 4" WATER LINE (10.10)TOP GRAPHIC SCALE 10 211 ( IN JUI' ) 1 INCH -20 FT. .. MlE BY mr 1111111wt--.. NOTES ---- • LONGITUDINAL VIEW OF' SAMPLING MANHQI E .---MJ75W "1lllllRf CO. ,._,214. '11 ~ LIi OR IIPPRCMD EIUl a.a 510--C--2500 «:CllUE.il COWII SECTIONAL VIEW OF SAMPLING MANHQI E r 1. MANHOI.£ TO BE INSTALLED ON BUii.DiNG SEWER AND LOCATED SUCH THAT lHE MANHOLE Will. BE ACCESS18lE AT AU. TIMES. 6. SEE SPWWC STANDMO 210-3 FOR 24" MANHOLE FRAME AND COVER DETAllS. 2. PRECAST REINFORCED CONCRElE MANHOLES SHAU. CONFORM TO THE REQUIREMENTS Of ASlM C478, LATEST, AND SHAU. BE DESIGNED FOR H-20 I.DADING. 7. GRADE RINGS SHAU. BE 24" I.D EXCEPT /IS OTHERWISE NOTm. 3. WHERE NO BUlllltNG SET-BACK IS AVAILAlllE, SET MANHOLE IN PARKWAY AA£A; WHERE MANHOLE MUST BE SET IN CONCRETE WALK, PLUG PICK-HOLE FLUSH, LOCAlE MANHOI.£ TO CLEAR OTHER U11t.lTl£S. 8. JOIN!S SHAl.1. BE 3/8" THICKNESS CEMENT MORTAR NEATLY STRUCK ANO POINTED. AU. JOINTS SHAU. HAVE A PERfORMED BIJlYL JOINT SEALANT. 9. AU. SAMPUNG MANHOI.ES MUST HAVE PROVISIONS FOR POWER AND COMPOSIJE SAMPLER IN LOCKABLE CABINET. 4. CONCRElE BASE SHAU. BE Of ClASS "A" CONCRETE AND Pl.ACED IN ONE OPERATION. CONCRElE INVERTS SHALL BE TRUE TO GRADE AND AUGNMEHT, AND FINISHED WITH A SMOOTH SURFACE. SPECW. CARE SHALL BE USED IN FORMING AU. CHANNELS TO FACIUTAlE THE FLOW Of SEWAGE. 10. CMR-EXCAVAlE A MINIMUM 1 FOOT BELOW MANHOLE BASE AND IIACKF1U. WITH 1 INCH CRUSHED ROCK. 5. AU. MANHOI.£ TOPS SHAU. BE INSTALLED WITH THE MANHOI.£ COVER <MR lHE OOWNS1REAM INLET, EXCEPT /IS OTHERWISE SPECIRED. Ill 36" SEWER .if.ANHOLE NO SCALE 2 Chisel "s~ on fgc0 of corn:r"t~ curt> O'AW" lct.-a1. 3" higti Curb & gutter 1,tt..-. ~· -1 finished street surfoce Rlssr, Couldfilr" Ol" FttnlC-O coupling &: stopper to be Jnstolled 6~ bu1MI ffnaMd grade. 3 45· 7 • MifillTIUm Slope: ¼~ w Ji!'le<J" foot or 2.0cm SPECIAL NOTE: Ulidet ~ cin::-.imst<mCe$ shoU ABS pipe or fiHil'l!J8 be oltowsd! AH sewer lotlill"OI$ ffl<lt be inspected by lhe vtilltie$ Dept. and be repioe&d It MOn!!IQf"Y ti, m~ c1,.1rr~t <:ity $'\{indan:ts. Sewe!' 1otero1 ,::onnection _/ per Stl)-405-... CONSTRUCTION NOTES: (D Install sewer deonout ~ per ~ portions of STD-lm-L. Tl"iOngular cover wnh •5• Ofl 1-op. @ 4• (or e•) SOR-JS P\/C Hflr ~ with goskete<i, integrol befl ond spigot pints. @ 4" {or 6") SOR-35 P\!C 45" bend. @ 4",i: 4" (or 6'"'.t s•) SDR-35 PVC wye bron-ch fitting. @ 4• {or f.i") ABS st~ (wh«• l,itercls or-e $tubbed) © 4• (or 6") fflort f.»$C$, SDR-35 PVC. 6" long. @ 4" (or O") rubtier mechonkol b<inded secl ciomp. f«mco or City opprol'OII equal. @ 4" {or 6'") prNcte sewer l>')e. ® s•x 4• (ar tr) w-,: bnmd'I fitting. SOR-J5 PVC. @ inst-all ABS stopper in rubber couplin9. Use Mission Cl~y Products steppe, or apf>l'oved equot @ Sldewalk r~ent shoff be in fuK panel. 9 GENERAL NOTES: 1. For slope Jefl than ¼" per foot o 6'" to-terOI-$hoH be used with o minimurr slape ... x· per-foot. 2 .. I\ cleonout shall be instoffed Ol'I all sewer loterd conn,ectkns. 3. C!eOO()Ut shall be installed at propei-ty lino&,. 4. Sewer elecnout co...,.t shalt be Brotiks products No. 4TT or J.&R No. 41 marked sewer. 5. Cleanout covers pklced in sidewolb moy be Brooks ProdUcts No.1 -~ ond No.1-R {concrete COffl") or J.~. No. 1-R b)I SP4(:icl permission Mly. 6. Sewer cleanout r!aer pipe material shall be SDR-J5 PVC eiccept where e1dstlng sewer main is \ICP In #hich case VCP pjpe and fittings sho!I be ..... 7. PVC shell be g)R-35 per ASTM .303+. 8. PVC pipe ond fitti'lgs sholl be bedded with ¾• crushed rock moteria!. In areas of ground 1110ier or tide water ~,. crushed rock 9. Where VCP materials are used. bedding shall be stondord 10. Single fom:ily r~1'danoee sholl be +• diamet.-di oth«s r.t+oH be 6~. 11. Soddle t:;pe eQnru:ietiorH, to .,.._. mom ore prohbrtied, e><cept by sp,:ci<JI p«miuion from the Utilrlle$ ~tend-mt (Theo cxily gn old Corld"ete mQins wit-I'< h""Y llows.) 12. Que or solwnt joints ore pr'Ollib1ted. CITY OF NEWPORT BEACH APPROVED: PLTBLIC WORKS DEPARTME:-.:T SEWER LATERAL WITH CLEANOUT PUB;..!C WORKS rnREC I OR Cl) (9 z ~ 0::: 0 0 0::: 0 (.) w 0::: 0993-2012 200-300 W. COAST HWY. DESCRIP 11011 APP'D. REVISIONS ASSISTANT CIIY £NCllNEER R.C.E. NO. 46214 ~c. Q. DRAWN c. w. s. CHECKED D. C. Q. DAlE 7/12/12 SEWER PLAN PLAN VIEW CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT SHEET 2 Of 3 - -:. 0 - ---------: __ -_ - 30 - --------- 20 -------- --- -.. -- --- --t---+ --- t -j -... •. :-J. ----,----••• 10 ---- ----.. : ' !.-~--~ -:-i..:_:_ ----__ - ... . . . .. 4+00 PROFILE SCALE: HORZINTAL VERTICAL -r 1 n=.10' 1 n:4• \ ' --_- ----'--- _- ----. ' - --. _-_-_ . . --... ' -- - -- - . --- -----_: __ _ -- PROP, 1 O' SEWER EASEMENT EX. 8" SEWER (R=49%) / -/l..:'.-{ ,,__.rT. - -·:> '. -- I :.\11 I I Underground Service Alert of Southem Califomia Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBI Y BILL J019 NO EXCAVATION PERMIT IS VAIJD UNL£SS lHE CONTRACTOR CONTACTS AND OBTAINS AN INQUlR'/ 1.0, NUMBER FROM "UNDER-GROUND SERVICE ALERT" (1-800-422-4133) AT L£AST 'TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION, I ------ -------+-1----- 1. ---.. • ' -----.. +- -____ 1 ......... , __ -\ .. -.. ·····-... _, ----... ------- --. - ... -- ------ -- --. . ... , . -------" ...... 3+50 --.. __ : - -------I--- __ -_:_:..: -... -------- .. L ..... L .... 1-. 1. ... :: ...... ··; :: ••• -- ... __ -_ '. -- ---· - ------ - . .. --------... -.. -- - ------ _::_ - -.. --.. ., ---- re -J ?-Jo\ 7 ------ 1 - - -- ·:_- -, ' -_-___ _ ' - ---·--.... , -... -- - ---~ --- -- •••. ···:: --.. -·--.... ,. . I .. . . :::, --·- ,: ·;·; _,-:-:.:; -_:-~ -- ----- ------... _-__ -·---- - -_-__ ------. ---••• --_---- ---___ : __ . -. . . .. -__ ----... " - -... -... "'" -----1--- -----...... ____ - ••• .l.. --1---:-:-.. --------- ---.. ... ------ . - ------------.. ----- _, +. . . . . . .. -' "" -: :. :.· .•. ,. •• --.-_-- -= ____ L_ ------ :-__ -----------. ---- ::·. ::: ... ::. ......... , .. ••••••. : : : : : -------- - . --- - ---- ... ------ ------· ...... (. -- ,, ,. . --.. . -.... I·· r----- .. ,, --1--.... -' --I --_:_ 1,.-. -: : : e. --- ------ ------ '" '., .. -_-I . . ... ,. .. . ... ......... .,,,,_ ,. --1··-.• -- . .. ----~-•..•••• "' ,. -·-" "' -- --------" - . --... . ., ..... . ·- -·-···-· -• ·f------I--... ----- -+ ' 3+00 8 ---- I GRAPHIC SCALE I 10 .. ( 1H l'IBT ) 1 IHCH • 10 FT. ' '". -.-.·,. "''"" .. --. -- -- -- 2+50 T .. 00 CJ N ------. .. ----- . ,. . . . _, .:. " ,. -·.·: -------. ., --_--_- --- --- -· --1--- ' ---.. - . - ---------.. -- s. - ... ----- . .. 1--. ----1- . ... . .... . -....... ' - ----__ t. ' - - - ......... -___ _ -- T - ' I - --+- - -.. --- ~ :.-: I-·· . ------_-;:: . ...... I·· .. . ..... I·· . . . -----.. -.... ' : .... -... ::: -,__:. -•• ------- ----- -----. ,_ ------ . ... ·------- .. ---- -.. -' _----'----= """""'"" ••• --.,;._··:_·_ -_ ----.. " .. .. ------ ' .. -· .:· ---_- ----::::-. -_-_-_ -__ -----__ t_----__ _ -••• ·-... - 2+00 PROP, 1 O' SEWER EASEMENT _-.::.-- --=-- -28.62RIM -22.171NI/ -----.. . -L-- . - -~----- - + . ---- - -::-_ .. l ..•• -:_ 1 +50 •• -~--- -~-~=--·:7) __ =:__ -----"T) _____ ____,_ -------- r. RECORD DRAWINGS Thte Record Drawings have been prepared based on information submitted, in part, by at ers. While this information is believed to be reliable, City of Newport Beach is not re onsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result, REMOVE EX. w.NHOII I!: ~ QJ II _, a• SEWER . 8 . ..... I - .. -------- -;- ---- -.... . .. -I 30 --- -----__ ---, __ --.: .. - ___ - __ L_ -20 ,..... . .. ----- : _- - ---.,. 10 n '=--" ___ - ------ - i 1+00 I '1'3.33RIM { 1 OJ 2)1N'y-, 6 1 9.78 INV 'S 9.68 \/Al V JNV 7 1 !.96)R1M 4.16 INV . 0, 0, <O 0 n _, I 0993-2012 IIAlE BY DESCRIPTION RE.VISIONS REVIEWED ASSISTANT CIIY ENGINEER R.C.E. NO: 4f!214 IIAlE DESIGNED DRAWN D, C. Q, C. W. S. CHECKED D. C. Q, IIAlE 7/12/12 200-300 W. COAST HWY. SEWEM PLAN PLAN 8c PROFILE CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT S-52.SZ.- SHEET 3 or 3