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HomeMy WebLinkAboutD_5403_S,,:~ .. \ ,:r· .; D PROJECT LOCATIONS RECORD DRAWINGS These Record Drawings how been prepared based on Information submitted, In part. by other:,. Whne thl:s lnformaUon 11 bollovod to be rellable, City of Newport Beach Is not r99ponalble for It■ accuracy, nor for arrora or omlsalona which may haw been incorporated Into these plane 01 a reeult. PUBLIC WORKS DEPARTMENT STORM DRAIN SYSTEM UPGRADES IRIS AVENUE, JASMINE AVENUE, AND PORT EDWARD CIRCLE CONTRACT NO. C-9148-1 VICINITY MAP ►~ &~. ~~ PROJECT NO. 23002 NOT TO SCALE S'tMBOL ABBREVIATIONS APPRO\'ED:_"""2)~-----•. I) _,,_.._-J(/.~JJJ~-- DA~BB, P.E., PUBLIC WORKS DIRECTOR (IN ADOIT\ON TO GREENBOOK SECTION 1-3.2) -0-POIIOl POU: @ SEWER Cl£ANOUT ~ S£WER MANH<X..E @ STORM DRAIN MANH(lf "°" FlRE HYDRANT Ill WAlERMElIR Ill smm LIGHT PIJLl BOX Ill "JRAFRC SIGNAL PULl BOX :,)E-o STREET LIGHT 0 WAl£R VALVE ~ GUY YllRE • SIJRI/EY IIONUMENT SIGN t» VAULT Y[NT e ME a IRRIGAllc»l CONTRCt. VALVE .. CABLE TV PULl BOX ~ CORING LOCA 110N © ELEClRICAL MANHCt.E CD ELEClRICAL PULl BOX ~ llUILDING ElllSllNG CONSTRUCllON ----PROPERTY LJ,1£ ----NEW CONSTRUCTIOO --~---CENTERLINE ----S----SE\\e! LINE -···-W---WATER LINE ---C---GAS LINE --E--ELECTRICAL LINE --T--lllLPHONE LINE -CAlV-C\BLEl/1SION Lilt --SP--SP1!1NKLER SYSTEM -x-x-x-FrNCE = BLOCI\WAU. CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG >B. \ AGGREGATE BASE AAV AIR REUEF VALVE MY ASBESTOS CEM!:NT PIPE AC ASPHALT CONCRETE BC BEGIN OJRVE 8Cfl BEGIN CURVE RETURN eve B(CIN VERTICAL CURVE BU< BLOCK CA TV CABLE TV Cl CAST IRON Ii CENTERLINE OlB CITY OF NEWPORT 8EACH CL CLASS CLR CLEAR C!;G CURii AND GUITTR E EAST/ELECTRIC EC ENO CURVE [CR END CURVE RETURN £YC END VERllCAL CURVE EXIST EXISTIHG FlG FtAHGE Ft F\.AHGEO ENO Fl FlOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED ENO P&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL ..olNT ~IN MINIUUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER 0G ORIGtlAL GROUND PE PLAIN ENO PROP PROPOSED PS PULL BOX RCI' REINFORCED CONCRETE PIPE RET RETAINING RT RiGHT SCH SCHEDULE s 5£\ffi! sec SE'ol{R CLEJ,NOUT SMH S[Vl{R MANHCt.E SHT SHEET SIi Sl0£WALK S SOUTH set SOUTHERN CALIFORNIA WISON EMERGENCY TELbPHONE NUMBERS SO SQUARE Sil STEEL T TELEPHONE W WEST /WATER W/ YllTH BASIS OF BEARINGS: SOUTHERN C/\IJFORNIA GAS COMPANY SOUTHERN C/\IJFORNIA £!)1500 COMPANY AT&T TIUPHONE COM.OANY OTY OF NEWPORT BEAOi UTILITIES DEPAA ENT ORANGE COUNTY SANITAllON DISTRICT l!ME WAANE!l CABLE COX OOMUUNICATIONS a,,y (800) 62+-8153 (800) B11-1911 {aoo/ JJ2-1J21 949 64-1-.l011 714 962-2<111 (714) 542-6222 (949) 64-1-3717 1l£ BAS1S CF fElflNE 5 11-£ I-KRli ~ OA."n.M fF 't963 (NIO 83). r..tt.ftlffA lE SrSJEM (j \SID (as 8$) 2lH: 6 PfQEt1lOI. 2m7.s> EPCDi JOJJS1li(NT, m'.R\e) EE1ViEi CRNtt Ol.NTY tPS CXRS STA 1RNC (M.2171982.61 Eete8761.20) ~ F\FK 0t 21BIF68.57 E:ED487.:6.26} E£H. N37"'14'M"'W PfR R:.aJD:i CH Fl£ W1H Sttl) <D..NlY. "-1,. CIXHlNAlES N£. (RU{), S0i£D 8V A Ar>ET ffCJ=tC CQ.8NATP()4 FACTCR CF 0!B"a!ml HJ.DI(; 00S CPS t.0U.EHT 6:iIX1t1 7164468.76 E:ED8134.76}. BENCHMARK: ORANGE COUNTY SUR\.£VM BDID-U,lARK HO. J{-28A-68 El.£VATION: 40.2.82 DA HAW 88 (2011) 3-3\4"' OCS A1.l.lM!NUM BENCH~A.RK otSK STAMPED "'JK-28A-689. SET IN THE 11-IEAS'T[RLY CORN£R OF A 4 FT. ev 15 FT. CONCRE'TE CATct1 BASIN. MONUMENT IS L()CA.lID IN THt NORTI-IEASTERLY CORN CF lHE INli:RSfCTION OF BAYSIDE DRIYE AND CARNATION AVENUE. 19 Fl". NCfiTHERLV <:E THE CENTERLINE Of' CARNA ANO 48 FT. EASTERLY OF 'Tl£ LOCATION MAPS NOT TO SCALE ■ HUNSAKER & ASSOCIATES IRVINE, INC. PLANNING • ENGINEERING • SURVEYING Three Hughes • Irvine, CA 9261B • PH: (949) 583-1010 • f'X: (949) 583-0759 APPROVAL RECOIIMENDEO: MK WKo.E\IIC. P.E. UT1Ul1£S OO'ARlMENT DIREcroR DATE: v-3-VI ASSIST ANT OTY [Nett.ml DATE: 5 -'1,o-z.+ GENERAL NOTES 1. AU. WORK DETAILED ON 1liESE PLANS TO BE PERFORMED UNOER CONTRACT SHALL BE CONSTRUCT£D IN ACCORDANCE Wl1li 1HE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITlON 'ANO SUPPLEMENTS TO DATE, EXCEPT AS 01HERl'l1SE STATED IN 1HE CITYS STANDARD SPECIAL: PROVISIONS, OR IN 1HIS CONTRACTS SPECIAL PR0"1SlONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHO\\tl AS PER AVAILABLE RECORDS. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERln1NG 1HE AC"TUAL LOCAllON ANO ELEVATION IN 1HE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. AU. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROIIEMENTS. UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED 01HERWISE. 5. CONTRACTOR SHALL ADJUST CITY UllllllES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SE'M':R ANO STORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISHEO GRADE PER CITY STANDARDS. ALL 01HER UTILITIES SHALL BE ADJUSTED TO GRAOE BY OlHERS. 6. PROPOSED PAVEMENT AND CIJRB AND GUTTER SHAU. JOIN ANO WATCH LINE AND GRADE OF EXISTING IMPROIIEMENTS UNLESS NOTED 01HERl'l1SE. 7. AN1 DISCREPANCY IN THE DRlll'.1NGS OR SPECIFlCATIONS SHALL BE CALLED TO lHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY Clf THE CONTRACTOR FOR CORRECTION. i 8. ANY WORK NOT INOIC.O.TEO ON ·THE DRAWINGS BUT CALLED FOR IN lHE SPEC1FlCATIONS, OR 111CE-VERSII, SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFlCAU. Y INOICAlID AND CALLED FOR IN B01H. ANY WORK NOT INSTALL£D ACCORDING TO DRAWINGS AND SPEC1FlCAllONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES G) CONSTRUCT 8 INCH CURB ANO: GUffiR PER DETAIL ON SHEET 3 • • •• • • -· ·• • • • • • • • @ CONSTRUCT CURB INLET PER QNB STD. DRAWING NO. 300 • • • • .... •• @ CONSTRUCT LOCAL DEPRESSION AND INLET PER CNB sm. ORA WING NO. 306 • • • • ••· • • • • • • • 0 CONSTRUCT PARKWAY CULVERii PER CNB STO. DRAWING NO. 307 •••• ® CONSTRUCT 8 INCH CURB TRANSITION-• • • • • • 54 fA 2 fA. 2 EA 2 EA 20 LF. © CONSTRUCT RCP SLOPE ANCHOR PER CNB STD. DRAWING NO. 325 0 INSTALL 12 INCH DIAIAETER, 16! GAGE, CORRUGATED ALUMINUM PIPE···· PER CAL TRANS STANDARD Pl.AN D97A, WITH PVC COATING 5 fA. 149 LF. © INSTALL METAL BEAM GUARD RAIL AND END ASSEMBLY P£R • .......................... ••••• •• • 56 LF. CALTRANS STANDARD Pl.ANS /\?7L1, A77N4, AT7N5A, AND A7751 ® INSTALL 12•,12• ATRIUM INLET_! JOIN TO CORRUGATED ALUMINUM PIPE·······"···· @ INSTALL ABOVE GROUND, DOWli DRAIN SLOPE ANCHOR PER DETAIL ON SHEET J AND CALTRANS STANDARD PLAN D87A @ SALVAGE EXISllNG CONCRETE ~LOCK WALL·· AND RECONSTRUCT ON TOP OR PARKWAY CULVERT @ SAWCUT, REMOVE ASPHALT, AND REPLACE WITH CONCRETE PAlllNG • @ SAWCUT, REMOVE AND REPLAC~ ASPHALT PAVING··························· PER CNB STO. DRAWING NO. 106-A @ RESTORE LANSCN'ING IN KIND·!········· @ INSTALL 3• PVC SOR-35 DRAIJ PIPE·· @ INSTALL s· PVC soR-35 DRAIN PIPE @3) INSTALL J" PVC SOR-35 45• b.eow· • 1 EA 1 EA EA 5+2 S.F. 680 S.F. t LS. 60 LF. 625 LF. ,2 EA. @ INSTALL J"XJ" PVC SOR-35 W)'E· ... "" ......... • · •···· ................ ·• ••• • ....... •·· • • 12 f)l @ INSTALL 6"X3" PVC SOR-JS 11'.E· • • • • • • • • • • • • • • ···" • • • • • • • • • • • • • • • • • • • • • • ® INSTALL ONE-SACK CONCRETI( St.URRY BACl<FIL~···· 12 2 @ INSTALL s· PIIC soR-35 45• b.eow 1 @ INSTALL s· PIIC SOR-35 go• ELBOW· @ INSTAU. s·xs· PVC SDR-J5 w\'E 2 t @ INSTALL 6"X6" PVC SDR-J5 W)'E Wl1H CLEANOUT • J PER MODIFIED CNB SlD. ORAWlNG NO. <110 ON SHEET ~ 1HE ABOVE LISTED QUANTITIES REFLECT 1HE ENGINEER'S ESTIMATE PROlllDEO TO SATISFY AGENCY REQUIREMENTS WITH RESPECT TO OtTERMINA TION FOR USE Of PERMIT AND BONDING FEES ONLY. CONTRACTORS ARE RESPONSIBLE FOR COMPUTING 1HEIR O'M-1 QUANTITIES FOR CONlRACT PURPOSES. 1 Tin.t SHEET 2 3 SHEET INDEX ! £A. C.Y. EA Dl EA. fA A~101!~ 77Jz~~ C-9148-1 D-5403-S SHEET 1 OF 8 ,_,. OO!Wi _,,.,,.., ti •12· E.•. ... ,----;,---------::,,.--+.---tri ' HALF PLAN SYMMETRICAL ABOUT A-A SECTIONA-A \ \,. N£T NtD IUTl.IT "'ES llAY 8E PlACID IN »IY PC9TION ARa.H> THI: WALLS ~ • 1-1' e :,• 00TH Sl0ES l ---,~ J-f4. 'f' 6CAl£SS Y~Ttl 21'-0" r s'-1• 10 11 ,_,. f0 21'-o" 1ct I' OIi l£SS 21'-I" OR QIEA!DI 10'" \. rQlll~ALWOltSf'(JLOCAI,. D(f'R[SSl(J(5E[S,VD. Z. mt"K"attAlOl'DW<llfNCl1." l:R(AffJI lWAN 21"-I", SPCOAL """""""'""' 1 "00.[T[WKk"'H"ISL£SSTHAkff. 4. 1U IIDAA 9WJ.. 8E U'On...aM.Tlll. 11£f'tJ1!Ha: SlDS ~ 30S Nil l\1. ~ CITY StN«lARO PVJI lfJWBClt (1004 EPllON. S'm ~ """"" QTY OF NEWPORT BEAOi DEPARTMENT OF PUBLIC WORKS CURB INLET TYPE OL-A 300 0 .. ; I ""'"" /=./ '"""' t-----1---..._ ) --= -T ,.. I ' SlDlOOORSTD»I .... N«U""" SECTIONA-A PLAN LOCAL DEPRESSION I ------- ORUSS.. MlALL (K STIP W' .'80',{ fl0Cll 'MO ii• is i(t5YOR(nw,ir,'-(f',$T'EJ'SSM,lrLl,.ll:C\Ot.Y 'f0 ■TWN12"Cf 'K 10P C.-HBOX. FI\J,CtSffl'S '· AU..~l"RAWCWJ t:0'09W.l.1!1£AOWIIRAm.JhDRY ~ t.£TlDI "'D" ON fr(,U,lf ~TL O.AlL UFACI rl All C0NO£TE !Wil aH'all ti Sl(NI£, QlAOC. SIXlllNC l"DCXISlHC Olt PROPOSm CUii NfJ WMJC AN,f,CDff TO THC ..... a. OICO'l rDft 1&£1SUSUI AS ....-;fl()I BOXt'S. l,ASJrl' FlOCRS9f.lriltl.l.'.-t 4 ltfilliUt Sl.OP£0f 12:lfROM ilil1 CIF!tetlOMS ro....RD (I.JU, PIP£. g_ ~\INl'.ZHCI: Ml CXPOSID ll(T~ 9W.J. II( HOT Of' 1.ALVAA112ED N1Dt r.ireRK:AllON. 10. 0UTl£1 PR: sx,,u BE TMnO TO M. FIW-SHAPE llf10AE <XK::Rt'IE IS PCUlED. :i ~OfllE~:!L_~CMMA5fttl.-TROaO.flMSH. 13. STANOARO ~ I.OIGJHS {\.) .&RE .r-11•. 7, 10. 14. NlC fl FtEl. ( .,..,. -~ QJT1111 -- I Fl':RWER CTYST»IOoWIPUHM.UaDI (2004£DITION); StD Xl4-l OTY OF NEWPORT BEAOi DEPARTMENT OF PUBLIC WORKS LOCAL DEPRESSION DETAIL AND INLET GENERAL NOTES 306 Rl~AVE~ r 323/RISAVE. 3211 IRISA'{E. "· 1 AfJJAC(NT ROLlS SHALL TIGHTLY ABU! NATN[ GROUND TOP FIBER ROLL INSTALLATION NTS NOTES: 1. RUNOFF MUST NOT Bf ALLOWED TO RUN UNDER OR -'J?OUND ROLL. 2. /fYDR0S££D l'/111/IN UIJITS OF FIBER ROLLS. J. FIBER ROLLS RE/JAJI/ IN PU.Cf UNTIL VEGETATION /l[COVE/1S. , .J /SAVE __ _ -31 BVRIS AVE. • WE. • 320 i IRIS AVE. . i I 322; IRISAV,.E. JI 322/RISAVE. j ' . . IRIS EROSION CONTROL N.T.S. HUNSAKER & ASSOCIATES I ii. Y I H ( I N C PUIIIIJIIG INC.INHRlN(j • SURYillllG nrut!~IJl'H • n ,u . U ll6lt • ,11 li4SJ!,IJ.\01U • II (!M'JISl~Ji' .. , __ OJ ~ (/) 6 m 0 ::r, 0 J 317 JASMINE AVE. 3161,JASMINE AVE. ,;316 JASMINE AVE. DESIGNED: DRAWN: ~~SftAFC.Ul:lAAVA-2273 a.£Nt OUT fRAME • COVEfl wm,-lOOCIHG OEYIC?ORf<2Ui',L R/W OR TUE Of SI.OPE ... -w------1 .p OF OJR81llANSITJON I t;S -2U ~ ~ Of a.ma TAAHSfTlON iHOWN 00 PLANS w IJ'MIN. ' • j _ 18" MAX. OfFTl< -4~ MIN. SI.OPEl/4'PEllfOOT / SIDEWAU< FINJS!i ~ GALV.STEELANGLE PTEO FA.QM APWA STANDARD PLAN Jl0-2 m PU,H HI.IMBER (2004 mTION~ STD 317--l JC WORKS "A" 307 ,319 JASMINE AVE. 319i JASMINE AVE RECORD DRAWINGS Thne Record Drawings have been prepared based on informatk>n submitted, In part, by others. 'MlRe this information Is believed ta be reliable, City af Newport Beach Is not rnponalble for Its accuracy, nor for erron or omissions which may have been incorporated Into then plans os a result. 323 JASMiNE A°VE:. 033 BAYSIDE DR. --,, \ \ \ I \ I I 3191 BAYSIDE DR. 322 JASMINE AVE. -., JASMINE EROSION CONTROL N.T.S. RE\/IEWED: MIC>iAEL J. SINACORl1 P.E. 0 TY PRO..ECT MANAGER CITY STANDARDS AND EROSION CONTROL STORM DRAIN SYSTEM UPGRADES IRIS AVENUE AND JASMINE AVENUE 1-Qic-::-EC,-K-cE,-D:-'R"'N+-DA_T[ __ : --'lD"i--N-0.-+--0A_T[ _ __. __ D_E_Sffi-lP_ll_ON_O_F _R_EVl_S_IO_N_S __________ ...j...~-PR_O_VE_D-I DAT[-------CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEET 2 OF 8 PVC PJPE PER PLAN NOTES: GRAT[ OR (APPROVED EOUAL) FOR SHRUB AREAS ) "N.D.S .• f1290 ATR!UM INV. ELEV. (SEE PLAN) I. A1.L FJTTINGS Br, NATIONAL DJVERS!FIED SALES !NC. (OR EQUAL) 2550 AZUR!TE CJRCLE NEWBERRY PARK, CA. 91 320 ?. RffER TO F/N!SH GRADING FOR ELEVATJONS J. DO NOT GLUE GRAT[ OR RISER 70 P!PE 4. GLUE, "J.P.S. wao ON" /773 SOLVENT (MEDIUM BODIED FAST SIT FOR ABS PIPE THRU 4. fJ TYPICAL 12"X12" INLET DETAIL 0~========,,=.r.=s_=========~ _TRA\o!"LWAY r:\ 8" CURB & GUTTER 0__;1--------NT-S --- NOTES: I. Sff SHEETS 5 &< 6 FOR PRECJS[ GRADE ELEVATIONS. CURB & INLET DETAIL STORM DRAIN CONSTRUCTION NOTES: 0-::-CONSTRUCT 8 INC/I CURB AND CUTT[R P[R DUAJL ON SHEET 3 0--CONSTRUCT CURB INLET PER CNB STD ORA'NJNG N() JOO CD-=-CONSTRUCT LOCM DEPRESSION AND !NLET PER CNB STD. DRAWING NO. J06 0--CONSTRUCT PARKWAY CULVERT PfR CNB SW. DRAWJNC NO. 307 0-=--CONSTRUCT 8 INCH CURB TRANSJ7JON ~ CONSTRUCT SLOP[ ANCHOR PfR CNB STD D,'IAWING NO. J25 ~ INSTALL 12 INCH DIAM£T[R, 16 GAG[, CORRUGAT(D ALUMINUM PIPE PER CAI.TRANS STANDN?D PL<N D97A, WITH PvC COATING 0--m'4thlif,l{Jirtrt1i INLCT. JOIN TO CORRIG}.T[D ALUMINUM PIPE @--~£'~,}~ fff)/1:Jio °$!: ~: SLOP[ ANCHOR PER DfTAll ON SHf[T J NTS RECORD DRAWINGS ~~ Rec~e ~1:1i;,11f~~0at1~·:1 :~:.:rdtob6~e1ic:b::~;tbf" N:w~~l~~~ ~:~ory rnpon'alt>le for It& occurocy, nor f« errors or omlasiona which may hoWI been lncorpocotad Into these plans as o result. II HUNSAKER & ASSOCIATES I II V I N ( , I N C PUNWIIIC • !IHINHIIII(' • ~tUIVOlNC h,o ltglltl • am... Cl u~u • '" t!I.OJ!.11-1010 • II r!M91SIJCl1U DESIGNED: DRA\\N: ~ NOTES: I. INSTALL STAKE:S TO FULL DEPTH BY DRIVING OR DRILLING OVERSIZED HOLE ANO rJLUNG WITH EPOXY Anrn STAKE: PLACEMENT. 2. GALVANJZ[O STffL COMPONENTS ONLY ~ = '\ TYPE J P!PE STAKE I 1/2" x 6' LONG STD PIPE [ACH SIDE OF PIPE J I 2.50 I 2.50 Q ~ /2" CARR!AG[ OR MACHJN[ BOLTS FLATTEN OR POINT I 1/4" X 3/8" STRAP I 1/4" ~ ~l ANCHOR ASSEMBLY MATERIAL TO BE 1/4" GALVANIZED STEEL PU.Tl. PLAT£ DETAIL @)1-------=::.D~O..:..:W...c...N'---=D-'-R"-'Ac;..:.IN_NTS_S_;;L:....cO_P...;;;;E_A_N_C_H_O_R Rff[R TO P!PE PROFILE FOR I . j LAC[MENT 0 NOTES: 1. FILL BOTTOM 2-JNCH[S or DOWN DRAIN P!PE FLAT WJTH CONCRETE. 2. !NSTALL GALVANIZED J-BOLTS THROUGH THE INVERT OF THE P!PE !NTO THE ANCHOR BLOCK. TIGHTEN GALVANIZED 80LTS AND WASHERS AGAINST rlAT CONCRCTE. 3. INSTALL /3 REBAR ALONG THE BOTTOM OF THE PIP[. US£ 1-JNCH MINIMUM CLEAR COVER ON ALL S!DES. 4. $ff SHEET 5 FOR PR[CIS[ GRADE ELEVATIONS AND PROFIL£. IRIS DOWN DRAIN TO PARKWAY CULVERT TIE-IN DETAIL NT$ C-9148-1 l.ilCHAEl J. SINACORI, P.E. CHY PRO.(CT MANAGER CONSTRUCTION DETAILS STORM DRAIN SYSTEM UPGRADES IRIS AVENUE AND JASMINE AVENUE 1-C-H..,.ECK=m:-,--"R'-'Nl-:D:-,A,:TE:-: _ ___,m"f..-NO-.+-D-A-TE-+IJE-SCR-IP-TION--Of-RE-Vl-SI_ON_S __________ t-/>P-PR_0_,£0---J DATE ______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S S!iEET 3 Of 8 TC CL EX. DUCT BANK PROT[CT IN PU\C[ TYPICAL SECTION FOR YARD DRAIN CONNECT/ON NEW 6' PVC SUB-DRAIN ex. 5• CMP SUB-DRAIN FREE TO /JRAlN N.T.S. 'Tr f'ROPOS[D CLEAN~ u SUB-DRAIN TIE IN DETAIL PU\N VIEW N.T.S. r® 6' -g(r BUID SU8-DRAJN TO PASS UNDER. I FOOT CLEN/, OF EX/Sf/NG DUCT 8ANI< '1UWPI.[ CONDUITS PROTECT 111 Pt.ACE r,;;, CUT IN 6'X6' /'<el 45" WY[ j' [XIS/ING CLfANOUT n HUNSAKER&. ASSOCIATES I II Y I N [ , l N C PtOIHlliC 01,11m1u1, • SUIIY(TUHi IMlt hglla1 • r,,H U !ll!U! • ,i1.11~sn1010 • ll.(t4!f)SIJ01~1 SUB-DRAIN CONSTRUCTION NOTES: JO INSTALL J" PVC SDR-35 DRAJN PIP[ sec YNiD DRAIN S[Cr!ON ON SH[[] ,j JI INSTML 6' FVC SDR-15 DRAIN PIPE ]2 INSTALL J" PVC SDR-J5 45• neow 33 INSTALL J"XJ" PVC SDR-35 WY£ 34 INSTALL 6" XJ" PVC SDR-J5 Tff 35 INSrALL ON[-SACK CONCRETE SLURRY BACKFILL 36 INSTAlL 6. PVC SOR-35 4.5• [LBQW Jl INSTALL 6" PVC S0/?-J5 9(.r £l8DW JB INSTALL o xs· PVC SOR-35 Wt'[ Jg INSTALL 6"X6' PVC SOR-35 Wt'[ WITH CLEANOUT PEI? IJO{J/Fl[D CNB STD. DRAWING N0.410 HE/?EON RECORD DRAWINGS These Record Orawln9a hove been prOl)ored based on kiformotlon submitted, In port. by other11. Whfte thla Information la belleved lo be rellob1e, City of Newport Beach. Is not reaponalble for lta accuracy, nor for errors or omlulone which may how been 1ncorporoted Into the,e plane 01 a result. DESIGNED: DRAWN: / }t • .-.GGREGUE BASE _// ROCK MAlERIAL CONSTRUCTION NOTES; (jJ 6'" 45· BEND, YC:I' (OR SOff-J5 PvC). l3El.L ENO X SAGOT EHl. :_j) ft VCP (<ll !i>fl-» PVC) S£lO PIP(, SEU. AMI SPICOT EN>. !JJ a..ENtOVT 00',{R !iiAJJ. BE COHSTR\JCTCD PER APPUCA11.£ PORTIONS Of • • sro !113. AU-W.IBRA F"OJKIRY A1744 W:AA CPOINC CAST IRON 1RMTIC RATtO IIONVM[NT AIH/; NtO CO\'tR MARKED "SC'«R". .4', ({' AV88£R ~N<M:AI. BNlllD SEAL CCU'l.tfG: STAllfll~ STm 8NGS; -1i1r.iS10N QAY ol,O.ll$TA81.E PV'AIR CCUPI.MG ('h'Pt 2) 0A aTY-Jrl'PftO\,UI EOUAL ;J} INSTALL ABS Sltlf'P£R IN RUBBO!: COIJPUNC. REVIEWED: r WATCH 00Sll"1C I PA'Y.HC MATERIAL ----, NOTE: ALL PIPES TO BE 6 INCH PVC ANO REPLACE LOWER BENO WITH A 6" X6" 45' WYE ~ GENERAL NOTES: 1. "«P SHAU. BE USED '#-IOI M S['l(A lilAIH IS \tCJ' >JI) Pl.'C ~-» ppt :i-1,tJJ. BE Ustll 9£N Tit( S['tllOI YM'I IS P'w1;, LK.E:SS OnDWSE ~ ST lHE UT\.m!:S IEPAAlMENT. z. BAOCf'UW,t.~SI-W.lBtCIM'ACTt11TO~<SCPTIMlAl'lllltJ." AGGR(CJ.TE SA.&. 1 \O>SHAl.18EM04STR0r::nt. 4. 12" lC '° WN 'Tl-tCl<i4:5S ~ C0U.JJl DETAILS C-9148-1 MICHAEL J. SINACORI, P.E. QTY PRO.CCT MANAGER STORM DRAIN SYSTEM UPGRADES PORT EDWARD CIRCLE 1-CH=ECKEO=:-,-R~N+::-DA,-:TE=--: -~T~Df-N-0.-+--0-ATE--I-OE-SOl-lP_TI_O,,_Of_R_E'll_SI_OII_S __________ -+M'-P-RO-VED-; OATE ______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEET 4 Df 8 ----~100; -----------Elli 0+00 1 .# 315IRISAVE 0+00 • -·-·---,r---~----~ ·~.,,,,_ ,,,,.__ .. , "1,,., 31 4 t IRIS AVE. 314 IRIS AVE. 1 RECORD DRAWINGS ,. . ... ... These Record Drawings hove been prepared based on informotlon submitttd, In part. by othen. Whle th!a lnfonnotion \1 b~leYed to be reliable, City of Newport Beach Is not reaponslble for Jts acaJrocy, nor for erron or omissions which may how been incorporated Into these plons as o result. 0+25 0+50 0+75 321 IRIS AVE. 317 IRISA 32U IRIS AVE. t 316/RIS~VE ~1BjlRISAVE~' ~1BIRISAVE II HUNSAKER & ASSOCIATES I ii V I N 4 I N C PIOJ.UC • [N,lltHRIH • SV1ttnu11; ,,_ • Jlltl • h111t U '11ill • ,,c !9491S01010 • fl (:119)5.0-01~, . , """ ~~! 1· . <o -~C) = ~ --·-------"' ..,.. r=-•.S1ifl.u Sv-FA~'E [;; l'>;f-'t -. •l_ -----------,. IRIS AVENUE .. SWRM DRAIN --L ... 64L.F. ---------- 1+00 1+25 1+75 ~).:,ft:, 323 IRIS AVE. 323 I IRIS AVE. DESIGNED, DRAl',)I: ---[ill --- 1------l_ - SCALE: HORIZ: 1"=10' VERT: 1"=5' STORM DRAIN CONSTRUCTION NOTES: Ci>=--CONSTRUCT 8 INCH CURB AND currER PER DETAIL ON ShffT J 0-----CONSTRUCT CURB INUf PfR CNB STD. 0RAWJ,\/G NO. JOO ~ CONSTRUCT LOCAL O!PRCSSION AND INLfT PCR CNB SW. DRAWING NO . .306 0--CONSTRUCT PARKWAY CUL VfRT P[R CNB STD. DRAWING NO. 307 0---CONSTRUCf 8 INCH CU/18 TIW/S17/0N ©--CONSTRUCT SLOPE ANCHOR PER CNB sro. ORA~1NG NO. J25 ~ /NSTAll 12 INCH DIAI.IETER, 76 GAGE, CORRUGATED ALUI.IINUM PIPf PfR CA.tTRANS STAND!.RD Pt.AN D97A, WITH PVC COATING @-~~~EJZ:Nffi~ ~= A~ji/Mfn~~ ~~£~~:~77S1 @--~~A~l= f~:/~o ~ ~JZ SLOPE ANCHOR PER DUAJL ON SH[a 3 @--SAWCUT, R[MOV[ ASPHALT, AND REPUCF. WITH CONC/1£1[ PAVING @=--RESTO/IE LANDSCAPING IN KIND DRAIN LINE DATA TABLE C) BfAIIING/DflTA t RADl=_ us=f l--3QJ,E,---N-4-(J'JJ'20" -,-£--+----~-➔ ....~ GBJ,._.__N _09'21 ., J' [ :'c'J I N 2271 '52" £ LENGTH TANGENT ---+---,. 76' 14 72' 4B.J5' RE"1EWED: PLAN AND PROFILE C-9148-1 MICHAEL J. SINACOO, P.E. OTY PRO.ECT MANAGER STORM DRAIN SYSTEM UPGRADES IRIS AVENUE 1-c--H"E"'cK"'rn=-,-~RN+::D-,-AIT=-, __ lD_,__N_O_. +--0-AT[--f-DE-S<ll_lP_TI_ON_O_f _R_E\'1_!._0N_S __________ -+Af'-PR_O_\t:_O ..... DAIT ______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEU 5 OF 8 --------------------------------------------------------------L _____ _ ·-s~- 0+00 0+25 o+50 315 JASMINE AVE. I 311 JASMINE!\ VE. •• 315UASMINEAVE. .• 310UASMINE A,VE. 310 JASMINE AVE. ! 314 JASMINE AVE. ·, ! 312 JASMINE AVE. • RECORD DRAWINGS TheN Record ()rowings hove been propored based on infonmitlon aubmitted, In port. by othen. Whle this Information Is belleYed to be reliable, Clly of Newport Beach Is not responalble for Its cccurocy, nor for errors or omissions whlctl may how been incorporated Into these plans as o result. --·s=o.ooso ·------1- 0+75 " 317 JASMINE AVE. 316iJASMINE AVE. • '316 JASMINE AVE. II HUNSAKER & ASSOCIATES I ll \I I N I N C . l'lUNIIUi • ftHIMHRING • SUIVHIHG 1111'11 ll<191>n • .... , ... 0 tl61e • n1 'iUS)5tl-101C • ,1 ~51l07U 1+00 ~i-. ,,· "1' 1ct-t5~ 'l ~., '1;.. \., \, L" -F<(, ... ~ ---+~_-=--- \~'\. c'~-) .?X~-✓i i♦ % ~ 1+25 1+25 I ! r [XISTING SURFACf I ovrn PIP[ JAsMiNE AVENUE stpRM tiRAiN 81 L.F. 1-----·--·--·-·-- 1+50 1+75 323 JASMINE AVE. . _ .. DESIGNEDc 0RAl',lj; 2+00 .1 "'.,,.'~~ . ., 3033 BAYSIDE DR. \ ,, \ I \ I /PoO~'W~c 3101 BAYSIDE OR. . ; _"/'1_...,. -- 0 0 RE'11EYl£D: -i---·75 SCALE: HORIZ: 1"=10' VERT: 1°=5' STORM DRAIN CONSTRUCTION NOTES: 0-:-------CONSTRUCT 8 INCH CURB AND CUrT[R PER OCTA.IL ON SH£CT J @-CONSTRUCT CURB INLET P£H CNB STD. DRAWING NO. JOO 0-=----CONS/RUCT LOCAL DE PR[SSION AND JNLU PCR CNB 510. DRAWING NO. 306 0---CONSIRUCT PARKWAY CULVffff PfR CNB STD. DRAWWG NO. 307 ®=-CONSfRUCT SLOP[ ANCHOR PER CN8 STD. DRAWING NO. J25 0----INSTALL 12 INCH OIAU[T[R, 16 GAG£. CORRUGATfD Af..UUINUM PIP£ PER CAL TRANS STANDARD PLAN D97A. WITH PVC COATING ©---iwt.M[t:1i~ z:i .~zt'Mtf j~!t1'.'->;.,,'i~ns, 0--~t''f,h~f •J.{ s7ft'¥':/'w. JOIN TO coR111GArrn ,wu1NU/.I PIPE @--~1JAffcJ:,'fr~~g, cgicffJ,E oi'~~:~' CULV[RT @--SAWCUT. REIIOV[ ASPI/Alf. AND REPLACE WI/N CONCRETE PAVING @-=--RESTORE LANDSCAPING IN KWD DRAIN LINE DATA TABLE BEARING/DELTA N 40-43'49• E RADIUS LENGTH TANGfNT 80.89' PLAN AND PROFILE C-9148-1 ~IC!iAEl J. SINACOAl, P.E. aTY PRQ.(CT MANAGER STORM DRAIN SYSTEM UPGRADES JASMINE AVENUE lcc=H=Ec:::K:::E::-D,-R"'N+.:D-:cATE;;:--: _......;m'+-N-O.-+---□-ATE--,f-□-ES_C!l_lP_TI_ON_or_R£_'11_S_ION-S----------+APPR--O-W-lDATE ______ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEET 6 or 8 261) 1+00 - SUB-DRAIN LINE & CURVE DATA TABLE B£AIIING/OCLTA N 711'16'10" W 7B"J9'<r 08"2J'4Y 07'1J'Jl1' N 50°22'02" E llf'12'Jfj 31°00'15" OJ"06'17 01°16'211' N 02°57'09" E N 85°03'54" W N s,·,s·or w N 87'04'J(f W RADIUS LENGfH ~~;~!T -·. 17.38' 52.53' 72.12' 4:!.ts· 139.09' 20.38' 10.21' 196.47' 24.77' 12.40' 29.45' IIJ.7J' 20.27' ,o ,,;- 134.611' 72.BB' 37 . .:(· 197.18' 10.58' 5.s,· 1J7.1J' 3.04' 1 52' 29.88' J.60' 27.95" 6.04' RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted, In part, by others. Vfl'IDe thla Information lt believed to be reliable, City of Newport Beach Is not responalblt f0< Its accuracy, nor for errors or omls.sions which may haw been incorporated Into these plans os o result. 1+50 2+00 2+50 • 1990 Port Edw~mj Ctrcl~ - fl HUNSAKER&. ASSOCIATES I I\ V I N [ , I N t . l'lAIIPU•C • [NGINHRUIG • SURVHING '""' -~-n • ..,, .. U ·~~11 • PH /!ll!ll~U-1010 • rx {')~!i!SU07Si 3+00 3+50 4+00 4+50 . ' 1978 Pol ~o Circl'e _,. • ' 1982 Port~lfw4fd Cude 1986 Port Edward Ci,d9 RE1/ltWEDc MICHAEL J. SINACORI, P.E. aTY PROJ:CT MANAGER DESIGNED, DRAl\tlc I----RN=+-----'T0-=-4-----l-----1---------------------+-----, DAlE _______ _ OlECKEDc DAT£, NO. DAlE DESCRIPTION OF R£VISIONS APPROVED °266!---- SCALE, HORIZ, 1"=20' VERT, 1"=2' SUB-DRAIN CONSTRUCTION NOTES: ~ ~wcur. RfMOV[ ASPHALT, AND R£PU.C£ WITH ASPHALT PAVING PER CNB sro. DRAWING NO. 106-A ®-INSrALL J" PVC SOR-35 DR-'JN PIPE S££ YARD D/1,'/N SfCflON ON SHECT 4 ®-=--II/STALL Ii' PVC SOR-35 DRAJN PIPE @--INSTALL J" PVC SOR-35 45• ElBOW ~ INSTALL J"XJ" PVC SD/?-35 WY£ ®--INSTALL 6" XJ" PVC SD/1-35 TEE ~ INSTALL CONCRITE SLURRY BACKFILL @--%1lJAJ.Joifrfr~ ~i ~rr-~:fc ~;J'.fa~~i,m' M2JI; 1. SEE TYPICAL YARD DRAIN CONIIECTTON ON SHEET 4 2. PROTECT ALL TRffS AND OTHER Vf:GfTATION AND Rf:PIACE IN KIND IF DISTURBED. PLAN AND PROFILE C-9148-1 STORM DRAIN SYSTEM UPGRADES PORT EDWARD CIRCLE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEET 7 Of 8 =811 @. 0 @ I (R) ~ 250 .. SUB-DRAIN LINE & CURVE DATA TABLE BEARING/DH TA J6"20'JT 15°28'J5" N 5 r•09 ·•s· W N 1u-1no· £ H J9'19'05" E RADIUS I [[NGTH TANGENT 299.00' 189.66' 98.14' JtS.49' 85.22' 42,87' -I 5.26' -. 4.25' - -I 2.02' - RECORD DRAWINGS TheN Record Drawings how been prepared bosed on Information submitted, In port. by others. 'Mlile this Information is belleved to be reliable, City of Newport Bead, Is not re,ponalble for its occuracy, nor for errors or omission• which may have been incorporated Into these plons os o result. + 5+00 ·-----[){/STNC GUTTER FlOWUNE __ _ icX/S ING wUCI_ fW'K .. 5+50 1974 Port Ect.,va,d Ckdft 1---PROPOSED SUB-DRAIN 6+00 6+50 I NEWPORT HILLS DR\ Ill HUNSAKER &. ASSOCIATES I 1t \I I K I I N C PLANNIIIIG • UHINHl111C • SUR\IUlllli _..•••••~11'-ff • WllM tA •n11 • ,i1 f,491~i101C: • fJ ~9151)..CtJS! DESIGNED: ORAIIN: 7+00 7+50 \\ II \_ 8+00 RE"1EWED: MICHA£1. J. SINACORI, P.E. cm PR0.I:CT MANAGER 1-CH=Ecc-K-::E.,-O:_RN=t.,.D-,ATE,....: -~m,__N_Q_--+--D-ATE--1-D-E-SCR-IP_TI_DN_O_F _R_EVl_S_ION-S-----------+Af'-P-RO-\Ul-; DATE ______ _ ·245· SCALE: H0RIZ: 1"=20' VERT: 1•.;:;.2' SUB-DRAIN CONSTRUCTION NOTES: @--S<WCUT, Rfl,l()V[ ASPI/AJ.T, A~O R[PI.ACE WITH ASPI/AJ.I PA'1IIG P[R CNB STD. DRAWJN(; NO. ,06-A ®--JNS/AI.[ :, PVC SDR-J5 DRAIN PIP[ Sff YARD DRAIN SECTION OJ,/ SHE[T 4 0-=-INSTALL 6'" PVC SOR-JS ORJ.JN PIP[ ®-INSTALL J'" PVC SDR-35 4:/' ELBOW @-==--INSTALL J"X3' P\IC SDR· JS II')[ ®--iNSTAH 6-X:J" PllC SDR-35 Tff @-==--/NSTAH CDIICRETE SWRRY BACKF/l[ @-INSTAH 6"X6" P\IC SDR-35 WY[ @-=-/NS/A[[ 6"X6" PVC SDR-J5 WY[ WITH CtEANOUI P[R AIOOIF/ED CNS STD. DRAWING N0.410 ON SHEET < JKlI£; I. SIT TYPICAL YAl?O DRAIN CONNECnON OIi SHEET 4 2. PROTECT ALL TRffS AND OTH£/? VEGITATION AND REPLACE IN KIND IF DISTURBED. PLAN AND PROFILE C-9148-1 STORM DRAIN SYSTEM UPGRADES NEWPORT HILLS DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5403-S SHEET 8 Of 8