Loading...
HomeMy WebLinkAboutW_5258_SBAKER ::i:: ti (.J ...: c£ <C (/'I ADAMS AVE. W -l-------J,1----=:.:::...._::::::...__,--i----;:O"RANGE CO COAST Z COLLEGE 0 CITY OF 1-----l ORANGE co. CITY OF IRVINE t; COST A FAIRGROUNDS I I f MESA LL 0 VICTORIA w > <I: 1qTH ST. <I: ~ f-z w u <I: ..J CJ... 0-INDICATES AREA SHCNtN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL t FGEND • 0 'l:f □ PONER POI.£ MNIHO/.£ FIR!= H'f'DRANT MITl=R BOX VALVE ST. PONER POI.£ ANCHOR Q MONUMENT -x-x-x-FENCE ==== Bl.OCKWALL 0 00 ...t:LL .llL .L,!L ..L.t:L ---- ---- ---Ii.--- ----s---- ------',/- ---G--- -E-- -TEL- -TV-- -SP-- n: SHRUBBEF« ASPHALT PAVEMENT BRICKWMJ( CONCRETE BJJILDING l=XISTING CONSTRUCT/ON PROPERTY UNE NEW CONSTRUCTION CENTERUNE SEWER UN£ WATER UN£ GAS UNE POWER UN£ TE/.£PHONE UN£ CABL£VIS/ON UN£ SPRINKLER SfSTEM STREET UGHT Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG UNNERSiTY u.c.r. ABBREVIATIONS AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVl=D AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN C/P CAST IRON PIPE CMP CORRUGATl=D METAL PIP!= CONC CONCRETI= CONST CONSTRUCTION DIP DUCTILE IRON PIP!= DEPT DEPARTMENT ONY DRNEWAY DU DUCT £ EAST S'LY SOUTHERLY EC END CURVE £/.£CT £/.£CTRIC EX EXISTING FE FLANGED END FL FLANGED END HOR HORIZONTAL INT INTERSECTION /NV INVERT LF UNEAR FEET MJ MECHNIICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRITE PP POWER POI.£ PROP PROPOSED PVC POLYVINYL CHWRIDE !PIPEJ PVMT PAVEMENT RCB REINFORCED CONCRITE BOX RCP REINFORCED CONCRITE PIPE RT RING TIGHT R/W RIGHT -OF-ff AY sco SEWER CJ.£AN OUT SD STORM DRAIN SECT SECTION SHTS SHEETS S'LY SOUTHERLY SMH SEWER MANHOJ.£ ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VfTR/FIED CLAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE AGENCY SOUTHERN CALJFORNIA GAS COMPANY SOUTHERN CALJFORN/A EDISON COMPANY PACIFIC TE/.£PHONI= COMPANY CITY OF NEWPORT BEACH !UT/UT/ES DEPTJ COUNTY SANfT AT/ON DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNfTY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS NUMBERS 634-0251 895-0221 611 644-30/I 962-2411 542-6222 542-3975 AFTER 6:00 PM 720-4040 /-800-422-4133 PUBLIC WORKS DEPARTMENT APPROVAL RECOMMENDED: TANSPORTATIONANll DEVELOPMENT SERVICES APPROVED: c:J})!JJJJ PUBLIC WORKS DIRECTOR R.C.E. /6791 APPROVED: Z.Mv ~b~ DATE: .7-/S-"17 UTILITIES MANAGER R.C.E. 25553 RCE22045 LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: C !TY ENGfNEER ct 24967 I 0 GENERAL NOTES I. THE CONSTRUCT/ON OF ALL PUBUC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DES/GI/ CRfTERIA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION 1994 EDfTION. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UT/UT/ES ARE SHCNtN AS PER AVA/LAB/.£ RECORDS. THE CONTRACTOR SHALL BE RESPONSIB/.£ FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACIUTIES. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAii FIVE (5!FEET IN DEPTH SHALL 8£ EFFECTNELY GUARDED BY A SHORING SfSTEM. SWPING OF THE GROUND OR OTHER £QUNA/.£NT MEANS. TRENCHES OR EXCAVATIONS /.£SS THAN FNE 15)F£IT IN DEPTH SHALL ALSO 8£ GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY 8£ EXPECTED. 5. THE CONTRACTOR/SJ SHALL OBTAIN A PERMfT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL -OSHA 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-I06-L 7. ALL WATER I.INN FITTINGS SHALL BE MECHANICAL JOINT DUCT//.£ IRON /CL 52 I.I/NJ UNLESS OTHERNISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHY/.£N£ ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WfTH THE CfTY OF NEWPORT BEACH STD-510-L 9, WATER MAINS SHALL HAVE A MINIMUM OF JC! OF COVER FROM SUBGRADE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS Ill ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT !7141644-3/06, II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINTS SHALL BE JOINED UTIUZING TYPE 3/6 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKITS SHALL 8£ FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRAf/SfTION COUPUNGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS ANO JOINING HARO.VAR£ FABRICATED FROM TYPE 316 STAIN/.£SS STEEL 14, PIPE HARNESS ASSEMBUES, VALVE MD FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBUES SHALL BE JOINED UTILIZING TYPE 3/6 STAIN/.£SS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARO.VAR£ MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT 1./UST BE COATED UBERALLY WfTH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAii/LESS STEEL SHALL HAVE THREADED PARTS COATED UBERALLY WfTH All APPROVED ANTI-CEASE COMPOUND. 16, ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE 1.1/NIMUM REOOIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABUSHED BY THE ASTM MD THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN Ci=RTIFICATION FROM THE 1./NIUF ACTURER. rr. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UT/UT/ES. THE PUBUC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORI.IS CAIi BE CHECKED FOR UN£ AND GRADE AND COMPARIBIUTY WfTH EXISTING CONSTRUCTION. 18. WATER UN£ DISTANCES SHCNtN ON THE PLAN AND IN THE ESTIMATED QIJANTfT/ES ARE HORIZONTAL DISTANCES. 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WfTH RITAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER C0//1/ECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. THIS PROJECT INCWDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE!ACP! AND CUTTING AND REMOVAL OF ACP. THE CONTRACTOR IS ADVISED ASBESTOS IS A KNOWN HUMAN CARCINOGEN WHEN /NHA/.£D AND POSES SERIOUS HEALTH RISKS. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDUNG OF ACP IN STRICT CONFORMAi/CE WfTH APPUCABL£ CAL/OSHA EPA AND GOVERNING HEALTH AGENCY REOIJIREMENTS. SEE THE PROJECT SPECIAL PROVISIONS FOR ADDfTIONAL REOIJIREMENTS. CONSTRUCTION NOTES REMOVE INTERFERING PORTIONS OF EXISTING PIPES AND VALVES @ INSTALL NEW 6' P.V.C. C-900 CLASS 200 PER CITY OF NEWPORT BEACH STD-/06-L ® INSTALL NEW 12' P.V.C. C-900 CLASS 200 PER TRENCH DET NL HEREON @ INST ALI.. 16" CLASS /50 (FE X MJJ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD-508-L. ST D-5I0-L-C, AND ST D-511-L 0 INSTALi.. /6' MJ X MJ SOLID SLEEVE (j) NOT USED ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO UT/UT/ES AT 949 W. !6TH STREET. ® INSTALi.. NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BE/CH STD-500-L. FIRE HYDRANT SHALL BE JONES J-3775 0 INSTALi.. 16' X 6' DUCTILE IRON TEE (FE X FEJ. ® INSTALi.. 16' X 12' DUCTILE IRON TEE (MJ X FE/ ® INST ALI.. 6' CLASS /50 (FE X MJJ BUTTERFLY VALVE WffH VALVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD--508-L. STD-5I0-L-C, AND STD-5I1-L @) INST ALL 16' DUCTILE IRON PIPE CLASS 52, IN 8-M/L LOOSE POLYETHYLENE ENCASEMENT PER TRENCH DETNL HEREON @ INST ALI.. 12", II¼. (FE X MJ) DUCTILE IRON BEND ® GRIND EXISTING AC. PAVEMENT I 1/z' IN ENTIRE SHADED /HATCHED AREA PAVING CAP WILL BE PROVIDED BY CITY OVER ENTIRE ASPHALT AREAS. /BETWEEN 20TH AND 21st STREET! ® CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT @) INSTALL 6', Ii¼' !FE X MJJ DUCTILE IRON BEND BE/CH STD-510-L @ CONSTRUCT CURB ACCESS RPMP PER CfTY OF NEWPORT @ REMOVE AND REPLACE EXISTING SIDEWALK, CURB AND BE/CH STD-18/-L-A. (CASE EJ GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CITY OF NEWPORT BE/CH ST0--/80-1.. AND STD-182-L @ ADJUST MANHOLE TO GRADE PRIOR TO PLACEMENT OF AC. CAP, BY CfTY PER CITY STD-40/-L (jj) INST ALI.. 6' TRANSITION COUPUNG (PIC X AC/ SEAL SHEET INDEX SHEET I 2 DESCRIPTION TffLE SHEET 20TH STREET & BALBOA AVENUE.PLAN AND PROFILE, STREET IMPROVEMENTS DATE BY DESCRIPTION SEAL REVISIONS INST ALL !?' (MJ X FE! D.I.P. ADAPTER INSTALL /6"(MJ X FE! DJP. AD/.PTER INSTALL 12' CLASS 150 !FE X FE/ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L -C, AND STD-511-L APP'□ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3126 11-5258-S SHEET I OF 2 _, -I -! ' -1-' ·t· 1 -- NOTE: 10+00 THE INSTAJ..J..ATION OF THE /6' X 6' AND /6' X 12' DI.JCT/££ IRON TEE'S SHA/_J_ TAKE PUCE AFTER 9 P.M. I if; I /ii I Ii I RIW-----_ f /} ~------------~ if/ Ii I Ii/ o ----2" GASISCGJ--------/it-- 20TH STREET Ii_ 2.0TH STREET -:::_: ·· = -= :::-_: 8' SIVCP ! = -- r---..r---.. I I I/ Ii I R/W---<..J /// /II I Iii I/// I ii Iii Iii I// Iii //I //I I //! I ~/I / Iii !/I /!/ s [5 ~ Cj I I I ! I I I ST A /O,OOIX) 0/N EX. /5' CIP 10+50 2./st STREET \ I I I I ii I i I I i I ' I I I I I ----------____ --_---~;~-~::;~---:= -~~ --~~-::.~:.--2-::=i-=:_~.:-~~:=_ r~~:~--~~~~= -----1-----: ~~=I:: ~-... __ --- 11 +00 11 +50 I I I KEY NOT£ IT] PROTECT IN PUCE R/W I. 2 NOTES: TRENCH Wl[ffH SHALL BE O.D. • If! MINIMUM.OR O.D. • 2U MM/MUM, INCWD/NG THICKNESS OF TRENCH SHORING OR SHEETING. BICKFILL SHALL BE PER STMDARO SPECIFICATIONS SECTION J06-I.J, EXCEPT THAT RELATNE COMPN:TION SHALL BE 90 PERCENT MINIMUM. WHEN THE MAXIMUM TRENCH WlflrH IS EXCEEDED. THE CONTR/CrOR SH/JJ.1. SIJBl,fff TO THE ENGINEER FOR 1-PPRCJIAL. DR/WINGS WffH SUBSTANTIATING ENGINEERING C/JJ.C/JLAT/ONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PRO/ID£ /,JI IN-Pi.PC£ F/CrOR OF SAFl::TY £QtJNAl.£NT TO THAT PROtlDED IN THE CONTRICT. BEDDING SH/JJ.1. BE PER STANDARD SPECIFICATIONS SECTION J06-/.2J, EXCEPT THAT, (AJ Cl.ASS 100-£-100 SWRRt MAY BE SUBSTff/JTED FOR SH/JPED BEDDING AT THE CONTRICTOR'S OPTION AND SOLE EXPENSE. <BJ HAUNCH BEDDING SHALL BE HMO T1'11PED TO 907. RELATNE COMP/Cr/ON MINIMUM FOR PVC,RPM, HOPE, MD ALL OTHER FLEXIBLE PIPE INSTNJ..ATIONS. WHEREUPON THE REMNNDER OF BEDDING ("80/E-SPRINGUNE) MAY BE COMPN:TED CONCURRENTLY WffH THE BICKFILL TRENCH RESURFN:ING IN PORTUIID CEMENT CONCRETE PIWEMENT SH/JJ.1. BE PER STAND#ID SPECIFICATIONS SECTION 306-/.5, EXCEPT THAT CONCRETE SHALL BE 8' THICK MINIMUM CLASS 560-C-J2SO. IF 1,1/,JN UNE TRENCHES RESULTS IN PII/IEMENT WICJrH OF 5' OR LESS, PII/IEMENT SHALL BE REM(JIED TO EDGE OF Gl./7TER. TRENCH RESURFICING IN ASPHAI..T CONCRETE P/1VEMENT SH/JLL BE PER STMDARD SPECIFICATIONS SECTION 306-/.5, EXCEPT THAT, (A) ASPHALT CONCRETE SHALL BE PLPCED IN UFTS NOT TO EXCEED 4' THICK. (BJ /JPPI.Y TN:K COAT MD FEATHER NEW P/11/EMENT AS NECESSM'f TO SEAL THE CONT/CT JOINT AND £UM/NATE PAIEMENT DEPRESSIONS WfTHIN ONE FWT OF THE CONT /CT JOINT. ·-7-7 1 • ,:>l _,.. .. I• ... -.-.· --. ' I' MIN. <AT P/4/EMENT SURF/CE) REPLPCE WffH !'THICKER AJ:.SECTIONS. THAN EX.Al:. SECTION <COMP/CT/ON 907. /,//NJ REPl..'CE P.t:.t:.SECTIONS WffH MINIMUM OF 8-/NCH SECTION. 6' MIN. OJJ.(PIPE BARRELJ TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL. TYPICAL CONSTRUCTION NOTES \ ~ G') 11t 118 II~ I .. 11 J#'' REMOtlE INTERFERING PORTIONS OF EXISTING PIPES AND VALVES INSTNJ.. NEW II? P.V.C. C-900 Cl.ASS 2.00 PER TRENCH DET AJL HEREON FOR />LL POffT/ONS OF Al:. OIERLAY SH(HIN ON PUii, GRIND EXISTING Al:. I½' AS SHONN. I½• Al:. OIERLAY WILL BE PROIIDED 81' CfTY TRENCH W/[ffH • 6" MIN. ~ ~ 0.4 OJJ. fr) i TRENCH DETAIL N.TS. VI EX.P/4/EMENT I' MIN. (AT P/11/EMENT SURF/CD @) INST A/_J_ 12', II¼' <FE X MJJ DUCT/I.£ IRON BEND ® GRIND EXISTING A.G. PAVEMENT I½' IN ENTIRE SHADED/HATCHED #/EA PAVING CAP WILL BE PROl!DED Elf CITY OtlER ENTIRE ASPHALT #IEAS. (BETWEEN 20TH AND 21st STREET) pp 11:fi 0 • • :f''fl i 8' S(VCP J 0 ® 0 © /NSTNJ.. l6'TRANSIT/ON COUPUNG (DIP X CIPJ NOT USED ® REMOtlE EXISTING FIRE HYDRANT AND RETURN TO UTIIJ1'/ES AT 949 W. 15TH STREET @) INSTNJ.. 6', II¼• <FE X MJJ OOCT/1.£ IRON BEND @ CONSTRUCT CURB ICCESS RAMP PER CITY OF NEWPORT BEICH STD-/81-L-A (CASE EJ CONCRETE '-= ~ 2.0T H STREET CONCRETE R/W 1114' El£C. CONDUIT SC/JlE: I' • /0' Iii Iii DATE ® 0 ® ® @) ® @ @ INSTNJ.. NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEICH STD-Sr»!.. FIRE HYDRANT SHA/_J_ BE JONES J-3775 INST NJ.. 16' X 5' DUCT/I.£ IRON TEE <FE X FEJ. INSTNJ.. 16' X II? DUCT/I.£ IRON TEE (MJ X FEJ CONSTRUCT THRUST BllJCK PER CITY OF NEWPORT BEICH STD-510-L REMOtlE AND REPUCE EXISTING S!DEWt,J.J(, CURB AND GUTTER TO NEAAEST JOINT THE ENTIRE PAAKWAY WIDTH PER CITY OF NEWPORT BEICH STD-ISO-I.. AND STD-182.-L INSTALL 6'TRI-NSfT/ON COIJPUNG (PIC X ICJ INSTA/_J_ NEW 6' P.V.C. C-900 Cl.ASS 2.00 PER TRENCH DET AJL HEREON INST A/_J_ /6' Cl.ASS 150 <FE X MJJ BUTTERFLY VAL.VE WfTH VALVE BOX AND RISER PER CITY OF NEWPORT BE/lCH STD-508-t.. STD-510-L-C, AND STD-511-L ® INST NJ.. e' CLASS /50 (FE X MJJ BUTTERFl:t VAL.VE WITH VAL.VE BOX NvD RISER PER CITY OF NEWPOHT BE/lCH STD-508-t.. STD-510-L-C, NvD STD-51/cL @) INST NJ.. le' DUCT/££ IRON PIPE, Cl.ASS 52. IN 8-MIL LOOSE POLYETHYLENE ENCASEMENT PER TRENCH DET NL HEREON OPPROVED (@) ADJUST MANHOl£ TO GRADE PRIOR TO PUCEMENT OF A.G. CAP, Elf CITY PER CITY STD-401-L @) INST ALL II? (MJ X FE) DJ.P. ADAPTER @ INST ALL 16' <MJ X FEJ DJ.P. ADAPTER @INSTA/_J_ /:?CLASS /50 (FE X FEJBIJTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BE/lCH STD-508-t.. STD-510-L-C, AND STD-511-L C-3126 20TH STREET WATER MAIN REPLACEMENT PROJECT .C.E. NO. 46214 Wf\TER MAIN PLAN & PROFILE OATE __ ..,,'J.=.,-\._.,e.__--.--'--'1'-- BY DESCRIPTION APP'D DESIGtED ORA~N A. CASTANJN A. CASTANON REVISIONS CHECKED DATE M, SINACORI 3;q7 FROM ST. STA.10+00.00 TO ST. STA.11+48.33 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5258-S SHEET 2 OF 2 ~ £; 2 ~ □ 5 " n m D □ ~ D ~ m D " ~ z ~ " z D q C z "' < ~ rn "' m • N " • C ' ~ w ~ ~ ~ " G: z rn ~ \; ... .; ' ~ D D • a, z 0 ~ -, , .. ------'-·--·+----- -----------+----__ ...,_ ------1"---------- ----,__. ---. --:::-i-----= --__ .,. ___ .....,_._ ---· -.,. __ ------ -=-___ J,-=-. ::--. ----- -----t---·--+- ----ic-c= _ -,..---~· -+----- ---__ .., _-.-----~=-----+----·-- -·-+---+----~_-+-__ ....,_ ___ - ~--t--· ---------·· ·--- --+----.---------4-----t·-·· ----"-::..-...: ;:_-_-:-..;._ ---· ---.::.:-:-...z._:::-----:-------+---___ ...__~ -----------=-----:::------ -~.:~ }~~~~~~~=tiEi]~ =-~ff#~~~-3~~~-~~~ ~-----~ ---7 ~-=t~-~-~l~ ---=;-___ ------ it~:~~+=~~~~f~j:==~ =¥~j;~,±~J;i~~~~ ~i=.=r _ _,;~-~~----;_ NOTE: 10+00 THE INSTALJ..ATION OF TH£ 16' X 6" AND 16' X /2' DUCTILE IRON TEE'S SHALL TM£ PUCE AFTER 9 P .M. I 1// I 'f I,'! lb I I ' RIW----It/ ~-----------~ I// I// Ii I ----t!GASfSCGJ--------/ft 20TH STREET ' t \ ? \ ") \ <i_ 20TH STREIT --..----+ , I I I A /(X)()lJO N EX. 16' Cl ~~-.f:!f=l~(=t:--=Q= = 1\--->,---,, MJi. .,.. R/W---1--I ii ii -I /ii Iii Iii Iii Iii Iii ii G" II ' 'I '11 1111 ~ Cl" I /'I ::-~f 111 :z. ~Ill i.-. ? '/ I ' C \ l fj ~ {]. 1r~i --,........ --- 21st STREET 1' = 10'-HORIZ. 1'= 2'-VERT. ~ I ~ I Qj ~ Qj I ~ I I Qj 11+00 -+ NOTES: -I. TRENCH WIGT"H SHAJ.1. BE OJ),• /:? MINIMUll,OR OJ),• 2fY Ml>X/MUM, INCWDING THICKNESS OF TRENCH SHORING OR SHEETING. -r--1-----.. --::-..::L--+~--::::· ==t . +----t------ ... -----•-------------t==-==-_:·:_:- ------~--------, -- • -~ -=· -+--'c=~~ ----' --s---=--___::.::_-j:=-=-:--:-=t-_-- :---~ -~::ii..~=~=r~t':"tr E -~1-~:~~~i . ---- --------C-+ --··-=---=t--•--i-' ---~------------=-r-~.::--.r: i-,o..--, ~= :=._-_ . -----__ . -·· --,·-- 11 +50 2 8/CKFILL SHN.L BE PER STMDAAD SPECIFICATIONS SECTION J06-/J, EXCEPT THAT RELATNE COUPN:r/ON SHN.L BE 90 PERCENT MINIMUM. J WHEN THE MAXIMUM TRENCH WIGT"H IS EXCEEDED. THE CONTRICTOR SHN.L SIJBIIIT TO THE ENGINEER FOR APPRQ{>l, DRRf/NGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENr;TH AND/OR BEDDING WHICH WILL PRQ,/DE Ni IN-PUCE FN:rOR OF. SAFUY EOONN.ENT TO THAT PRQ{/DED IN THE CONTRICT. 4. BEDDING SHN.L BE PER STMDAAD SPECIFICATIONS SECTION J06-12J, EXCEPT THAT, (A) Cl.ASS l()(rE•/00 SWRHr' M1'Y BE SUBSTITUTED FOR SHAPED BEDDIN0 AT THE CONTRICTOR'S OPTION MD SOLE EXPENSE. (BJ HN.JNCH BEDDING SHN.L BE HAND TMIPED TO 907. RELATNE COMP/CT/ON MINIMUM FOR PYC.RPM, HDPE, AND ALL aTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMNNDER OF BEDDING (NJOIE-SPRINGUNEJ MAY BE COIIPN:r'ED '· CONCURRENTCI WITH THE BACKFILJ.. 5. TRENCH RESURFACING IN PORTI..MD CEMENT CONCRETE PNEMENT SHALL BE PER STMDARD SPECIFICATIONS SECTION 306-15, EXCEPT THJIJ' CONCRETE SHALL 8£ B' THICK MIN//IUJI CLASS 560-C·J2.50. 6. IF /INN UN£ TRENCHES RESUIJS IN P/11/EIIENT • WIGT"H OF 5' OR l£SS, PIVEMENT SHN.L BE REMOIED TO EDGE OF GUTTER. 7. TRENCH RESURF/CJNG IN ASPH/>J.T CONCRETE PAVEMENT SHALL 8£ PER STMDARD SPECIFICATIONS SECTION Ja6-l.5. EXCEPT THAT: (l>J ASPH/>J.T CONCRETE SHALL BE PL.ACED IN UFTS NUT TO EXCEED 4'THJCK. (BJ N>PCI TACK COAT MD FEATHER NEW PNEIIENT AS NECESS/,R/ TO SEN.. THE CONT/CT JO/ffT AND EUMINATE PIWEMENT DEPRESSIONS WfTHIN ONE FOOT OF THE CONTN:r JOlffT. f UJN. (AT PNEMENT SURF/CEJ REPUCE wrrH /'THICKER Al:.SECTIONS. THM EX.AC. SECTION (CO/IP/CT/ON 907. /I/NJ REPUCE PJ::C.SECTJONS wrrH U/NIMU/1 OF 8-INCH SECTION. 6" MIN. O.D.(P/PE BARREU TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL, Tf PIC/>J. • CONSTRUCTION NOTES FOR ALL PORrlONS OF A£. OIERlAY SHONN ON PUN, GRIND EXISTING A£. I½" AS SHOWN. I½' A£. O,'ERLAY ' WILL 8£ PRO,'IDED 8'f CITY -~··.·:. -: • 'l. • • •• - • - • • • • - • ;.· .. : ·.:.-. r • • •• .. -.-.. -. . . - . . . -. . . . . -. . . D.4 OJ). TRENCH -OErAIL NJ"S. 6' MIN, EX. P/111£/IENT -:::! .· .-. f?:f • ' ........ I r MIN. <AT P/11/EMENr SURF/CE/ I KEY NOTE I ~ G') CD ® REMWE INTERFERRING PORTIONS OF EXISTING PIPES @ INSTALL IZ', II¼' (FE X F£JIYJITILE IRON BEND @ GRIND EXISTING AC. PAVEMENT I½' IN ENTIRE SHADED/HATCHED AAEA PAVING CAP WILL 8£ PROIIDED Bf CfTY OIER ENTIRE ASPHALT MEAS. (BETWEEN 20TH .AND 21st STREIT) I I SCALE: r • 10' PROTEIT IN PUC£ RIW \ r ,- CONCRITE ~<i. 20TH STREIT CONCRETE II~ 118 II\ --II I:, PP. ~f · 0 ~ 8' SNCPJ .AND VALVES • INSTALL NEW IZ' P.V.C. C-900 CLASS 200 PER TRENCH DETAIL HEREON 0 INSTALL 16'TR.ANSfTION COUPUNG <DIP X CIPJ © INSTALL l2.'Cl.A$S 150 <FE ,j PEJB/JITERFD'. VN..VE WfTH VALVE BOX .AND RISER PEP CfTY OF NEWPOFrT BEICH STD-508-L. STD-510-L-C. AND STD-511-L ® REMO/£ EXISTING FIRE H'fDRANT .AND RITURN TO IJTIL.ff/ES AT 949 W. 16TH STREIT. © 0 ® ® @) (jj) @ INST ALL NEW FIR£ H'fDRANT ASS£MBI.Y PER CITY OF NEWPOFrT BEICH STD-500-L. FIRE H'fDRANT SHALL BE JONES J-3775 INSTALL 16' X 6' IYJCTILE IRON TEE (FE X FE). INST ALL /6' X IZ' IYJITILE IRON TE£ (MJ X FEJ CONSTRUCT THRUST BLOCK PER CfTY OF NEWPOFrT 8£/CH STD-510-L REMO/£ .AND R£PLJCE EXISTING SIDEWA/..K, CURB .AND GIJTTER TO NEAAEST JOINT THE ENTIRE PAAKW/if WlfJfH PER CITY OF NEWPORT BEICH STD-180-L. MD STD-182-L INST ALL 6' TR.ANSfTION COUPUNG (PVC X N::J INSTALL NEW 6" PJI.C. C-900 CLASS 200 PER TRENCH DIT AIL HEREON @ INSTALL 16' Cl.A$S 150 <FE X MJJ 8/.JTTERFI.Y VALVE WfTH VALVE BOX .AND RISER PER CITY OF NEWPOffT BEICH STD-508-L. STD-510-L-C. AND STD-511-L @ INSTALL 6' Cl.A$S /50 (FE X MJJ 8/.JTTERFIY VALVE WfTH VALVE BOX .AND RISER PER CfTY OF NEWPOFtr 8£/CH STD-508-L. STD-5/0-L-<:, IWD STD-511-L ' @) INST ALL 6', II¼. (F£ X F£J IYJITILE IRON . BEND _ .,-. , , @ CONSTRUIT CURB ICCESS RAMP PER CITY OF NEWPOffT 8£/CH STD-181-L-A (CASE EJ @ ADJUST M.ANHOLE TO GRADE PRIOR TO PLJCEMENT OF AC. CAP, Br' CfTY PER . CfTY STD-401-L @ INSTALL IZ'OJJ X FEJDJ.P. ADAPTER @tNST Al.1. /6' (MJ X F£J DJ.P. ADAPTER @INSTALL 12 1(MJ X FE)DIP ADAPTER @) INSTALL 16' DUCTILE IRON PIP£, Cl.A$S 52. IN 8-MIL LOOS£ POI.YITH'fLENE ENCASEMENT PER TRENCH DIT AIL HEREON • C-3126 -_- APPROIEO 20TH STREET WATER MAIN REPLACEMENT PROJECT I ER 46214 • .C.E. NO. -==----WATER MAIN PLAN & PROFILE . CATE __ .,;;i:!,,c:;-:.c\Lll1lt:-:.=qL..7L....-FROM ST. STA. 10+00.00 TO ST. STA.11+48.33 • -.• ~-1---!---l-------------!---!-------.-----+--------------y--'-----....:....~ 0£S!GNED DRAWN w 5258 s ..,. DATE BY DESCRIPTION APP'O A.CASTANON A.CASTANOII CITY OF NEWPORT BEACH --; REVISIONS CHECKED CATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 • .._ __________________________________________________________________________________________ .__ _________________ ._...,.:H.,:;S;::;INAC=(RJ::.i...--.....;3;.;/~~7-----------....i-------' !lj " I ' CITY OF NEWPORT BEACH ENCROACHMENT PERMIT (Please type or print. Press hard -make 3 copies) APPLICATION FOR: (CHECK ONE) APPLICANT'S NAME Th D CURBCUT D (SEE A TT ACHED PLANS) Street Permit # SPECIAL CONDITIONS OF APPROVAL REQUIRED BY CITY:. __________________________ _ D Locate and pothole existing City owned utilities (ie: water, sewer, or street lighting conduits) to verify locations prior to start of any work. Maintain a one (1) foot clearance over or under existing City owned utilities. To arrange for inspection of all connections to City Utilities or if a conflict should occur please contact ___________ of the Utilities Department, 48 hours prior to start of any work at (714) 644-3011. In addition, when a sewer cleanout is required, V.C.P. or P.V.C. SDR35 shall be used with a 4TT box over the cleanout riser. 0 ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR** CONTACT "UNDERGROUND SERVICE ALERT" AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION AT 1-800-422-4133 WORKERS COMPENSATION INSURANCE CERTIFICATE OF INSURANCE (Section 3800 Labor Code) D I certify that I have a Certificate of consent to self-insure, or Certificate of Worke(s Compensation Insurance or a Certified Copy thereof. Polley No .. ______________ . Company: 6 C.. L Expiration Date: __________ _ ]it' Certified Copy hereby furnished Date .,l. -11-11 Applicant.: __ :,_.~~#J~~--=:c....t.~~q_,_---->~:.&::..J.---=--.L:._.1.U.f:+--------------(signature) CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) D I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject lo the Worker's Compensation Laws of California. If, after signing this certificate I become subIect to the Worke(s Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date:. _____ Applicant: ____________________________________ _ (signature) CONTRACTOR LICENSE EXEMPTION D I am exempt from hiring a Contractor as I am the OWNER of the property and am personally performing all work within the Public right--0f-way. Date _____ Applicant:. ____________________________________ _ (signature) ENCROACHMENT STATEMENT D I understand that I am localing minor encroachments within the City right--0f-way/easement. It is my responsibility as the property owner to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need; and I, the properly ow er sh I indemnify and hold the City h rmless for yr • ty associated w·t the minor encroachments. Date 2 / / Owner Signature: ~ <«<<<< 24 HOUR ADV NCE NOTICE IS REQUIRED FOR ALL INSPECTIONS >>»>>> CALL (714) 644-3311 The terms and cond~ions of this permit are printed on both sides of this form. Applicant hereby acknowledges that he has read and understands said terms and conditions and that he agrees to abide by them. ' L I f ;?';;.. OWNERS OR AUTHORIZED AGENTS SIGNATURE (DATE) / SPACE BELOW THIS LINE FOR OFFICE USE DEPARTMENT APPROVAL REQUIRED DATE SIGNATURE -TITLE e Z,-Jf-'11 CL PERMIT ISSUED BY:._~:t::z:t.&...~~~=---------------------- DATEISSUED:._---=---"-'------'--'-------'-+--EXPIRATION DATE OF PERMIT: 7 -t I -!'11 PERMIT DENIED: White -Permit Pink -Temporary Office Copy Yellow -Applicant .,.,, .. 1' .. Inspector: Contractor ffl:M@~ INSPECTIONS • DATE TIME C01'1MENTS 1. 2. 3. 4. 5. 6 . 7 . 8. 9. 10. 11. ., I' I' TERMS AND CONDITIONS Encroachment permits shall be taken out in the name of the owner of the benefitted proper ty and signed by the owner or autho~ized agent of the benefitted property. A signed copy of the permit and approved constructii plan shall be kept at the job site at all times. The Permittee agrees to defend, ·ndemnify and hold the City, its authorized agent, officers, representatives and employees h rmless from any responsibility, liability, suit or action of any description arising out of fY accident, loss or damage to persons of property occurring as a proximate result of any wol k undertaken under this permit. All work shall be done in acci rdance with the approved plans, and the Standard Special Provisions and Standard Drawin of the City of Newport Beach, and in compliance with a l l applicable State laws and City rdinances. Permittee guarantees all work e-rformed under this permit to be free of hidden and latent defects. Any failures will e corrected within two weeks after notification to the satisfaction of the Director of 'Public Works. All construction within public rights-of-way must be performed by licensed contractors, unless waived by the Public Wor s Department. Contractors shall obtain permit to perform excavation or trench work from the California Division of Industrial Safety p ior to commencing underground construction as required by State law. Trench excavation ;md backfill shall conform to Section 306-1 of the City's Standard Special Provisions. Wl lls and faces of all excavations over 5 feet in depth shall be effectively protected by a horing system, sloping of the ground, or other equivalent means. Trenches less than 5 fe tin depth shall be guarded when hazardous ground movement may be expected. ' All work must be inspected by he Public Works Department. Forms and subgrades must be inspected and approved before concrete is ordered. Sewer, pipelines and subgrade construction must be inspected ad approved before backfilling. Public Works inspectors are available during working hours on 24 hours advance notice. Call (714) 644-3311 to arrange for an inspection. Separate Uti'lities Department inspections may be necessary. Permits for excavation work req ired to install water and/or sewer services shall not be issued until utility connection fees have been paid. After fees have been paid, the Public Works Department will send the p rmit application to the Utilities Department for approval. All utilities connections must be inspected by the Utilities Department prior to backfill. The applicant shall notify the qtilities Depart ment at (714) 644-3011 at least 72 hours in advance of work for utility insi ctions. Barricades must be provided and m intained around all trenches, excavations and obstructions . Barricades must be properly ligh ed. All signs, flags, lights and other warning and safety devices shall conform to the requ • rements of the current "Manual of Warning Signs, Sights and Other Devices for the Use in Pe formance of Work Upon Highways", issued by the California Department of Public Works. If the applicant does not have barricades, barricades can be obtained from the City at a char e of $10.00 per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants shall be maintained at all times. Prior to undertaking any work wh·ch will extend into the traffic lanes and impede the normal flow of traffic, the applicant st first secure the written approval of the Public Works Department's Traffic Division. he Traffic Division may require written approval from the License Supervisor, who will no ify the Police and Fire Department prior to allowing the streets to be closed. Traffic ontrol as a minimum must be per Work Area Traffic Control Handbook (WATCH). 12 . The applicant must notify the starting any underground constru least 48 hours before digging. telephone and cablevision companies before Call uriderground service alert at 1-800-422-4'133 at 13 . 14. 15. Refuse or unused materials shall be removed within 24 hours after completion of the work. If materials are not removed, th City may remove the materials and bill the applicant. A permit for a driveway approach shall be considered null and void if changes made by the applicant eliminate the need for f driveway. The driveway approach shall be removed, and the curb and gutter replaced at the pplicants expense. Work which has been done prior to issuance of a permit is subject to rejection and/or fine. I ' ~----' --' . --;;:~~4")Q_s-:. ··-·-·t•-:r....:;"!_·_ . _"l,,d'·fL-;. --• . cr;f;,i;.;c =·- f1•tli+ -.·,:1).1.-~.!'.:;"';":Z.;· -·~··ifk.i'.i-- .... ,.. -f'Y.::_i:.. ~;,,,--, , ' >f .. ·-:,;r:._ - /· -----• -+0 +:PQ--f • t:q,:i:•_~:. .-J)::i:-~---3:_*~-~ .:i-d+ ;t.ifL . _--l (j·::~_t21·> t o: • ~---trZl . i. :0, -,~::_.;g ;,\ --;--,. -r [);j' !LW, /ifJJ:t~ r' L it ,)i:-c , ,,J , l:-..L_ : ;)c:i ll ifJi t.· f)_)~jl fU__ \Le.11j2'.!Ll .1'.L_ . ' ---·--- I \ SCNE /'• 40' r r -l -iL~., .. ,:, ,..,,, ' ,;; . - tt.:..,.jl':\.1:yi,:.., L.C.~7~ _, -eii,s-J'rl,lf:-r i!irr &rn - 9¥ttf_; q,i. l,r, 6-, -4 i-1 -t ,.., b t:: , --·-J ----' r: r r: i i ' ' ' -l ·---~ -_.·· __ ; --.. -i---r-_· l----f---~ L--~:f_. __ --;~ j--__ --... 1- ---,---·L-~J'.~~j:~:::j:fC~:~i=i~ ~:---E:-:.;:.:C--:·. • ~ _l-~~~~~-t~~~;~t - "~~--=i-1?}:t~:J~_~;~~--_i_• ·::J. -_'"'.+~~-=-.:;--·-· :::...1:-.:..::::t:·:· . ___ , _-r---_;7- --------tc----.--,---c;-,----,-----'-------'--.C..----''----'--'---"-C•'-----'--::C-,--'-."--'----C'"--"-'---C-'--(-:--c-j-i___;.-:::~CjC'.=_ ••• L~~_t _t---~~~⇒-~1~ I-,,----,,-~ifa-·t ~.-;f?~B~:- ' L __ 1-:-I=c~r:t:t .. -:· ;:• l~~°t" . 1 l J ·, ,_-__ ' \ n_ ,.::;,i~, • 0 ·• • ' -re:-.,_ I"' re -v . • _, ----, J,=:T-cc'•:::;:•:: i ' S PROFILE SCALE :. --' r J l" 10'-HORI?. + ' , ,_) i, ,. • _ l" 4· -VERT. ., -1 _, ----r---,-, --,-,c,---,----,----,---, .. ;..,,..;..,_-c·.c•.:_ ____ ..,c...J.,..;,, _ _; __ .,..~-'-"-'--"--"-""--"'""''--''"---'-"'""L--~--------':,_ ____ .,_ ___ .,.J.,;_..:.1,..:..:._.:__~-,;_;; .. .:...,..:_;::. _ _;_:_:a-.i'.:..:...:..:.L...c:..:.~-----'~---"'"•--"'"---.:.-.:. __ .,.. ... ,L.J....;..i._.:..__:_:_'--"--'---'-.J.,_...:...;;..;;...;..;__;,i;;;..:;;::.-"'-"'--...;:.;..;_..;:_J__.;_.;,.;l_.:..:.:....:.:....:. ___ :.:__.:_,a-c·c·~•:.;. _ _;_.:.;.;....:_..:._~--l•c·:...--l"'""S.-..i_...;.-[·.;•c·.:!. .... J .... j.~ . .::_i~i{-~/c-·:c'~"£;:·~;::.:~:~-::~EcC:-:~:---]-r~~::~~:~~-!f.§:i·?Cj .. ~:!:f~~=:·~-~;~~'.'::~:::..i~~t~-~~-§-:J ·•· WEST COAST t "-1" ~ _,. ---· _____ ..--JC.L_:-R:l'W~-------_---:c:,-_-__ --·~--;;,.--1;~~~,-=-=:;~= --~---:~:·-_: ,!. 9 rt~- ----~,--:-•':-- :~ I I i -I ' ,;~--, \t F". :--c1t-c, ,-,ft,. "' ' ,_' ' ----~· ----,1 ! -··) t.J PROMONTORY DRIVE \ ' \._.~----~------- ·t ~ ·~ +t-t {++ t ➔ :t' +t t+ WEST com HIGHW /if -l--- 14 OATE BY OES::RIPTD~ UTJUi;Es e ... GINEER R, E NO ..:£214 .L.,,. ·-='-'--- OCTf- OESIGi\EJ OR.:.WN M, SINACJRl A, CASTANON c-xxxxx WEST COAST HIGHWAY STREET IMPROVEMENTS WATER MAIN PLAN & PROFILE FROM ST. STA. 10+84.i0 TO ST. STA.12+93.07• W-5258-S REV IS ION$ CHECKEG •JA fE .__ ________________________ ..... _______________________________________________________________ .;... _________________________________ ..1,, _______________________ ....1 __ ...:;P;,,:. A;::N~n.:.s'!!";.l.. ___ .,.21_;,19:::1J.. _______________ ..J.._.:s::,H::-;E::_ET,:., _:2:._::0:_F_2:.__J i