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r----"""'.rr-------~,_-_:::::~~r_:1.,;;,~,,_,,.:.,,::::.::::::::::_1,r_-:.;;"'-;..-7·--------,j---,----------------------------------------------------------~--~---------------~------------------------------------------------------ :I ;i """M ~--"""''""":ae:n;;;.__:l ~,,-· I C IT Y OF \ \ sH~ET TITLE sHEET TITLE =,I ~!Gt~ . 0c''o"..",~' ~• ~:0♦'0,· .,_ • l 2 MACARTHUR BOULEVARD STREET IMPROVEMENT PLAN • ' C!f'lf Of '""'Mr----. /'•'~<>,' •·,. / ~ ~ 3 FIFTHAVENUESTREETIMPROVEMENTPLAN 0 +4't' 7 N EWPQRT BEkC H ,.. 4 GOLDENROD AVENUE sTREET IMPROVEMENT PLAN J I/ COST A • !I---,.-: ",-j • 5 POINT DEL MAR AVENUE STREET, SEWER & WATER IMPROVEMENT PLAN ~ l 'l AA i: SA : ; ; ,'\,/,-.!. • ~ 6 POINT DEL MAR AVENUE STREET, SEWER & WATER IMPROVEMENT PLAN ill11f ; ~r 111 , I PUBLIC WORKS DEP~RT~{ENT ~ ; ~:~~~Ls~~E;~i~~,:e~;~TA:~;TREET,SEWER&WATERIMPR□VEMENTPLAN ~ // o•~---4 0, \ ~H 9 FERNLEAF AVENUE STORM DRAIN LINE 'A' IMPROVEMENT PLAN 1 ""0 "" " cs • • \ 10 FEANLEAF AVENUE STORM DRAIN LINE 'A' IMPROVEMENT PLAN r-1 l I "'" I ---( \ \ I\ l \ ....... r " ' ) I I ~ -~-...I____,, ·t"' "'' ""'""'"" \.... I MPRC~EM ENT-_p LANS 11::1 POINT DEL MAR AVENUE STORM DRAIN LINE 'B' IMPROVEMENT PLAN • "''"" ~~,:;>'~ TRAFFIC CONTROL PLAN -FERNLEAF AVENUE -STORM DRAIN CONSTRUCTION ,,, ,1l ,;I \ SIGNING AND STRIPING PLAN {; @" UCI \°(\ J C i ! 'i J O ~ STREET LIGHT PLAN Ii ii:o;i,/ E 0 ~',, FOR \ --~ ~ l!ii;ACH/ i 0"•,,o~N '0 POINT DEL MAR 1 ~ ~ ~w ~ \ ·. -.,__ ✓\ I GENERAL NOTES : PACl~ec vrnl r--.. a,,, e ,;~{.HH A ~ /_j f'A @11 ~ 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE , STREET IMPROVEMENT : SHEET INDEX MAP TO SCALE ""'9'---'ll;:olll>~, ___ \ REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANOARD 0 CONSTRUCT 0.5' AC OVER 1.5' AB. /C,20 i .. ......,..., SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1 985 EDITION AND SUPPLEMENTS. ~ frl _ _, '. 2._ CONSTRUCT 6" PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 1 82-L, 2800 , / d [ (' rl ;,;=,;-, '\ i" I 2. STATIONING REFERS TO CENTERLINE OF STREET. ~ TYPE 'A". LF ,,f"ri ~ p re, ' .. ::t Js'HlT,.....,s·'"' -1,1. ' n• ,.....,1 ' • j 0 "'"' ;1 ., ~ -c ~ jST,lf&W -1-"'2: ~ ~""~ SHT '7' i\ ,,_, 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE ( 3._ CONSTRUCT B" PCG CURB AND GUTTER PEA -s J~.. ""--'-w -'-,.J ~ Wl:LJ,..,.,_J(!,-1--:ll ,, ~.II_STJJrw,I "' ;\ ,.,_,"'<)' ,., " ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTflUCTION OF THE NEW \ ' "' ~ j;, ',, FACILITIES. ( 4: CONSTRUCT 6" P.C.C. CURB ONLY PER CITY OF NEWPORT BEACH STD. 1 82-L, _ _,_ --s e,TH _ _cs,; ,Sj A.VE.r-Ji:JE. ~"N 0 C VICINITY MAP ,,. 0 ¼ •12 3/• 1 PROJECT LOCATION ~~ ---,, •,. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ~ CALTRANS STD. NB-A, TYPE A2-B. 7q3 L.F ~-~:--'"\~:'¾~~~...____f' I 5 ~ ·1.,,,., ,--~ ~ti~t; g ·--11 IL,--~j\~ ) \...:; TYPE 'B". 240 ~F ~ -t; ~" ,1 4. GURB DATA REFERS TO FACE OF CURB. ai ,: - \:' • / ,.... ~ REMOVE HEADWALL AND CONSTRUCT DRAINAGE INLET , '\ } '" ~H,lal II\ if; '-.~~-,-.__ 'Wp 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ~TYPE OL" PEA GALTRANS STD. 072, L==25'; WITH LOCAL DEPRE-SS!ON PE'-R CITY OF J EA ,(I --~ ~ ALL ADJOINING CURBS AND WALKS. NE:-WPORT e.EPCH S\D. ?:,04--L. ~~-,-~ ~' 6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRiOR TO PAVING OF STREETS AND (£ CONSTRUCT 5.5" THICK:wri~" CONCRETE WITH #6 X #6 X 1 O" X 1 D" WELDED WIRE 2720 ~ ~ ~ DRIVEWAYS. REINFORCING ON 90% COMPACTED SUBBASE PER CALTAANS SPECIFICATION SECTION 90. SF :.y~~~~ls,,, Q ~ ~-.---,.......l..,.;.....,...,.. GU.ll'HIC SC,Uf !N MIL~S SYMBOL LEGEND 0 'CJ 1l ---3-- POWER POLE Fl RE H'ifORAl\!T VALVE f-.-POWER POLE ANCHOR fl. MONUMENT BLOCK WALL 'e'°?J TREE l;,'--,1,,, SHRUBBERV /W .,,,..,.,_,,,,...., ASPHALT !'AVEMENi ~_n BRICK \HALK I .. . . I L:.·"'".:.._;J CONCRETE t ;:l i!.<,~,..v~.1 BUiL DING -----EXISTiNO CONSTRUCT'iOI\! NEW CONSTRUCTl0~1 ---i-CENTERLINE ____ ,,_ SEWER LINE --rv--CAiiliLO:VISION LINE )::i:: STREET LIGHT ENGINEER'S NOTICE : 1. CONTRACTOR AGREES THAT HE SHALL ASSUM!= SOLE .A.ND COMPLETE RESPONSiSIUl'i FOR JOB SITE CO/\IOITIONS DURING THE COURSE OF CONSTRUCT10N, INCLUDiNG SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTI- NUOUSLY ANO NOT BE LIMiTED TO N'JRMAL W0Rl(!J\IG HOURS. THE CQNHiACIJR SHALL DEFEND, iNDEMNIFY AND HOLD THE. CWNEA. CITY .~.NU El'iGiNEER HARMLESS FROM ANY AND All LIABILITY. REAL QA ALLEGED. IN CONNECTION WITH riE PERFORM-''I.NCE CF WORK ON THIS PROJECT EXCEPTING FOA LIABIUTY ARISING FROM THE SOLE NEGUGENCE Of THE OWNER 09 ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED 'JR r"OUND ON PUBLIC RECORDS. ARE INDICATED WJTH THEiA APPROXIMATE LCC:-\l·G'" .'\Ni) EXTENT. THE OWNER. BY -4.CCEPTING THE!iE PLANS OR PROC::"EOING 1.-1.iifrl fHE iMPAOVEMENTS HEREON, AGf-li:ES TO ASSUME LIABILITY Ar,.:C TO HOLD TrlE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE \: •. :~TEi\iCE Of UNDERGROUND UTILITIES OA STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THQSf. CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. TH€ 2'.];,1 - TRACTOR IS REQUIRED TO TAKE DUE PRECAUTJONARY MEASURES TC PR;) 1·1:-::::: 1· frlE UTILITIES OA STRUCTURES SHOWN AND ANY OTHERS roUND AT THE SITE:. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOr!f'./ lHE OWNERS OF ALL UIILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3, THE ENGINEER DOES NOT ~ECOMEND OR ENDORSE THE LISE OF ASBESTOS-CEMENT NATER PIPE Of< ANY PRODUCT$ CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED ,-..jlTH SUC'4 ~RODLlCTS. CONTRACTOR SHALL ASSUME RESPONSl81L..ITY FOR ALL CON!STR:UCTION,CONNEC.TIONJ AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLlON ALL OSHA~ E.PA GUICEUNE$ TO MINIMIZE HEALTH HAZARDS. ABBREVIATIONS TC FL FS R/W GB CF vc TF TW RP TOP OF CURB FLOW LINE FINISH SURFACE RIGHT OF WAY GRADE BREAK CURB FACE VERTICAL CURVE TOP OF FOOTING TOP OF WALL RADIAL POINT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CAUFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 634-0251 973-5491 999-5715 644-3011 962-2411 EXT. 222 642-3260 720-2056 1-800-422-4133 BENCHMARK: 31<-28-68 1976 DATUM 0.7 OF A MILE N.W. ALONG THE PACIFIC COAST HWY. ( U.S. 1 01 ALT. }, FROM THE POST OFFICE IN CORONA DEL MAR, TO ITS INTERSECTION WITH MAC ARTHUR BLVD. ; 36 FT. N.E. OF THE CENTERLINE OF THE BLVD., 83 FT. S.W. OF A STATE FORESTRY FIRE PREVENTION SIGN, SET ON THE TOP OF AND 1 FT. N.E. OF THE S.W. END OF A CONCRETE HEADWALL, ABOUT LEVEL WITH THE BOULEVARD. 1976 ADJ. ELEV. 1 22.886 (> FH 7, PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJtCT TO REV:SION ,'-\ND APPROVAL 0 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY Of NEWPORT BEACH STD. 1 80-L, ('N!DTH SI= I OF THE CiTY AS AEQUL~EO 3Y SOIL TESTS TAKEN AFTE,:'l COMPLETiO,\I Qi= ROUGH PEA PLAN). 77!50 ,-/ GRADING. ;a ( 8~ CONSTRUCT 6" P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CITY Of '-.... .J 8. SEWi:R MANHOLi:S SHALL BE LEFT BELOW PAVEMENi GRADE AND BROUGHT TO FiN!SY GRAD:: 6-FTEA PAVEMENT IS IN PLACE. l. STATiONS SHOWN THUS I 0+00 I ARE SEWER LINE STAT10N5 ,\ND ARE INDEPENDENT OF CENTEAUNE OF STREET STATIONS. ·1 J. SEWER. WATER, AND 5T0,9M DRAIN LINE DISTANC":S s:-10wr< IN PROFilE AND IN THE ESTIMATED Q'.JA.NTiTIES .ti.RE HORIZONTAi_ DISTANCES TO i1NTE.RSE.CTION WITH STRLICTURE. PIPE. NEEDS TO BE L.ENGTI-IENED TO ACCOUNT FOR.SL.OPE. AND ANGLEOF 6f.VEL. 1 'i. STATIONS SHOWN THUS (o+oo) ARE STORM DRAiN STATIONS AND ARE JNDEPENDEI\JT CF ALL OTHE9 STATIONS. 12, THE CONTRACTQfl s;--lALI_ NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT Of FORMS AND ,;)RJOR TO PLACING ANY CONCRETE FOR CURB & GUTrl:A SO THAT THE F08M LOCATION CAN BE CHECKED TO ti,SSUAE ITS COMPA.Tl6IUTY WITH EXISTING CONSTRUCTION. 1 3. T--lE WALLS AND FACES OF All EXCAVATIONS GREATER THAN FIVE (S) FEET IN DEP!"H SHAI....L BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPiNG OF THE GROUND, OR OTHl:fl EQUiVA1.Er-JT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (Sl FEET lN DEPT:--! 5HA1-L ALSO BE GUAADEO WHEN EXAMINATION INDICATES THAT H-4.?.AFIO·JUS GROUND MOVEMENT MAY BE EX13ECTE□. 1 "1. THE CONTRACTOR!S) SHALL OBTAIN A PEFiMIT TO PERFORM EXCAVATION OR TAENCH WORK AS OESCAiBED IN NO. 1 J ABOVE FROM CAVOSHA. 1 S. i\LL STORM DAA.JN, SEWER .t'•J".JD W,t...TEfl ~iPE SHALi_ 81: 8ED0£0 PER CITY Of NEWPORT 6£.s,i:;:, STJ. , JS-L '1 6. f'.V.C, Si::\i\lf::A M.4.Y dE: Li5~0 IN LIE'..! Of V,C.P'. THE P,V.C, Pli>F. MUST dE MANUFACTUt1E:O PEr1 A..5.T.M. 0303 4 SDA35. ,O.Ll FiTTiNGS SHALL BE P:11:FABRi- CATED FULL-BOOY F!TTiNGS. THE p_v,c. SEWEll SH,,!\L..L. BE. BEDDED IN ROCK f flOM 0 11 BE:-L.OW Pl PE TCl 'c:>Pf,2.1 NGiL-INE=:-A.I-JD 71<..E'NC.rl .BA?KFI L .... L.:eo . "i T. THC C:01','.TRACT'JRS SH'\Ll ~=ouEST 1/'JSPECTIOl'J FROM PUBLIC WQA;(S 43 HOURS ;N ADVANCE OF ?::AFO~MING NJY WORK (644-331 '1). HOR.K HOUR.5 7AM TO 7 PM l"\ON.THRU FRI; 8 AM. TO 5 PM SAT. AND SUNDAY. 1 e. ALL DUCTILE IRON f'l?E SH<XLL ;,AVE AN 3 MIL LOOS!: ->QLYElHYlEf'"E Ei"CASE,\..1ENT A.5 F'Et=l SECT'Ql'J ta l -9.6.2 OF r~E STANOI\AD SPECIFl,::'.:~TIONS. 1 9. r:;AUST 3LOS:'.'.I\S SYALi .. t3E .,..,,sl\lLCO Ot.J ALL W.'\TcA ~-'INl'JS 11',i O.CGOAD'\.'-'CE WI r~ C.!T"Y 0~ "1f:WPOiiY SE.:!..G~ :S!IJ. $1 0-L ;::;::, SU).>E 6, . .-Jc;,o~.s SHA~L .9E ?R'.JVfJE!J :JN ALL Ur-JES !i"J ACCORD4-NCE Wff.~ DRAWING NO. S,HN06-i:tD J1 q-·- 23. AN ENC:ROAC:HMENT PERMIT FROM CAL-TRANS IS REQUIRED FOR ALL WORK TO BE DONE ON MACARTHUR BOULEVARD AND EAST COAST HIGHWAY. 2 4. ALL FITTING.3 ARE FLANGED END UNLESS OTHERWISE NOTED. 25. THRUST BLOCl<S SHALL BE CON-'3TRU8TED ON WATER MAIN PER CITY CIF NEWPORT BEACH STD. NO 51 0-l. f-- LU /ti 1--U) OWNER: ~OILS ENGINEER: THESE PLANS HAVE BEEN REVIEWED, CHECKED, AND REAL ESTATE DEV. CORP. GEO SOILS, INC. 1 8302 IRVINE BLVD. SUITE 300 1 446 E. CHESTNUT AVE. TUSTIN, CALIF. 9Z680 (71 4) 544-2234 SANTA ANA, CA. 92701 (71 4) 6'1,7-0277 . APP;wµ:u1L RICHARD W1'LsON BOB GOODWIN NOEL JABSON ~ NEWPORT BEACH STD. 1 63-L. (W=1 6', X=2.5') 4540 EA N6're. ~ ~I ( CONSTRUCT 6" P.C.C. VALLEY GUTTER PEA DETAIL B/5. AL10 5 QuAtJ"f"ITIE:::-S SHOWN 1-teRBoN Al<'-E:. F'K,..-"'l'/i0€-D h--'R. c~:::>NDING 9. --ro F PUf2.FbsF:.~ ONLY. co~T]<:,0,..c...10F<:s Sl-lAW--5E:-Ric-' >FbN~,1e,l-8 ), II r,;;-, fOI'-VEf'-'f'YIN6 AL.L QUAtJTn1E.0 PRIOR TO SIDDIN6 AND ~ CGNSTRUCT STANDARD CROSS GUTTER, B' WIDE PER CITY OF NEWPORT BEACH /2&4 5F CONSTRUCTION. STD. 1 85-L. 1.,,,_, @ RELOCA'fE SIGN OR SIGNAL BOX INTO PARKWAY PER CALTRANS INSPECTOR. 8 SEWER iMPROVEMF..NTIS : @ CONSTRUCT CURB ACCESS RAMP PER CITY Of NEWPORT BEACH STD. 1 81 -L, A AND B OR PEA CALTAANS STD. N8-B, (CA.-SE AS Ncrre.o ON pt..../'>,N). q NO. DESCRIPTION QU/,NTITY UNIT SAWGUT AND REMOVE EXISTING CURB, GUTTER AND 1 FOOT OF AC. PAVEMENT ADJACENT TO EDGE OF GUTTER. SAWCUT AND REMOVE EXISTING A.G. PAVEMENT. CONSTRUCT "TURFSTONE~ P~VERS ON 15P AB PER SECTION A-A ON SHEET NO. 2. CONSTRUCT VARIABLE THICKNESS AC OVERLAY; FEATHER AND JOIN EXISTING AC PAVEMENT. 67S 250 GOO @ L.F SF 5F SF e CONSTRUCT 8" pvc 5PR-"2>£5 sE.~R 1/1.L\IN. CONSTRUCT 1 2'' pvc. -8>DR ~ S.E:'.NBR \v1.A.IN. I CONSTRUCT A STANDARD PRECAST MANHOLE I, PEA CITY OF NEWPORT BEACH STD. 401 -L. CORE' INTO EXISTING \JANHOLE, RE-MODEL BASE AND CONNECT NEW SEWER. CONSTRUCT 4" V.C.P. HOUSE SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH STD. 406-l. {SEE DETAIL C/5). LF L.F EA 2 EA REMOVE EXISTING CONCRETE SlAB OR CROSS GUTTER. SF 45. CONSTRUCT 8 11 SEWER CLEANOUT PER CITY OF NEWPORT BEACH STD. 400-L. 2. 0\ CONSTRUCT 3• AC OVER 9 .? 11 AB CONSTRUCT 3" AC OVER 8" AB. SF SF 1,>46.:.·,+-:co="':..:"T:..:R:..:U:..:C:..:T_~:..:o:.."...:D:..:IA..:·~TY':':'P.:E_".:B_".:D...:RO:..:f-'-":..:A:..:NH_o__;c__;L-'-F'e--"-__ C~IT---''(.....:.O:..:P_N;__-"':..·_"'_TDc._·_4_0_3_-_L_. __ +--:2;--_t-E:A L.>4...:7_,. • .L,A;;D,;,u.,u.,sT;.;M,;;A.;;.:N,.HOn;USm;-ra;o;sr.G;;;AATiiDe"iE'cr-• .-;c--:--------------~-----'---'-'--'LE:A ", v"M .,,,,.IN iMM,OVEMF..IH.'; ; REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF SIDEWALK, LOCAL DEPRESSION, AND CURB & GUTTER. @ REMOVE INTERFERING PORTIONS OF PIPE, FILL WITH SLURRY AND PLUG ENDS. @ CONSTRUCT I -1: AND 1 -4" SCHEDULE 40 P.V.C. IRRIGATION SLEEVES. 23. CONSTRUCT WELL MONUMENT PEA CITY OF NEWPORT BEACH STD. 1 l 6-l. 24. CONSTRUC.T MODIFIED CURBe; GUT'iER-15'1 L-DN6 N/ Z.51 TMNSlTIONS PE;;R DE::TAIL D/8. 25. CONSTRLJO' 4 11 PCC SIDE.WALK. PER G.AJ..TRANS SPE.C.IFICATIONS (NlDrt-l PER-PLAN). 26. REMOVE-E.XISIIN6 MAN.HOL-E. 27. CONSTRUCT COMMERCIAL DRIVEWAY PERCALTRANS GTD. N 8-A 30. CONSTRUCT 6" A.C.P. CLASS 2.00 OR<.'10.1.P. CLASS 50 PRESSURE PIPE @ CONSTRUCT 6" BUTTERFLY VALVE FG X AT PEA CJTY Of NEWPORT BEACH STD. 508-L @ CONSTRUCT t" WATER SERVICE PER CITY OF NEWPORT BEACH STD. 502-L. @ CONSTRUCT A WET BARREL FIRE HYDRANT PEA CITY OF NEWPORT BEACH STD. 500-L. § CONSTRUCT 't' IRRIGATION SERVICE PEA CITY Of Ni:WPORT BEACH STD. 503-l. @ CONSTRUCT 2" AJA AND VACUUM RELEASE VALVE ASSEMBLY PEA CITY OF NEWPORT BEACH STD. 515-L MODIFIE:D NITH 111 CORP STOP PER DETAIL SHEET 7. USING L.S. L.F 200 LF /0 EA 40 Lf q,zoo SF E:A 281b SF LF 4 43. EA EA 2. EA I ENO OF LINE SERVICE hHTH 2'1TAP PER CNB STD 504 L -~---------+-----+----, ,365 CONSTRUCT TAPPING SLEEVE AND VALVE PEA CITY OF NEWPORT BEACH STD. S07-L -USING AESILIANT WEDGE VALVE. EA IZ:!=.MDV"E-6 11 AGP & C.ON5IBUGT 1B LF CEMENT LINED 8 11 DIP CENTERED LINDE.Fi: STORM DRAIN. !8 LF @ SEE SHEET 10 ® SEE SHEET 10 (§) CONSTRUCT 30" A.C.P. (1 SOOD). @ CONSTRUCT 24" R.C.P. {20DOD). @ CONSTRUCT 1 B" R.C.P. (2 DOOD). @ CONSTRUCT I 5" R.C.P. (2000D). ® CONSTRUCT CURB INLET PEA CITY OF NEWPORT BEACH STD DWG NO. 306-L. @ CONST. CONN, TO CUJ'<.E:i INLET PER CITY OF NEWPORT BEACH STD DWG NO. 303-L. ® CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD DWG NO. 31 0-L_ CONSTRUCT CONCRETE PIPE COLLAR PEA CITY OF NEWPORT BEACH STO DWG 31 3-L. CAREFULLY REMOVE 21" R.C.P. FOR RE-USE. RECONSTRUCT 21" R.C.P. REMOVE AND RECONSTRUCT PIPE TO EXISTING JUNCTION STRUCTURE. CONSTRUCT LOCAL DEPRESSION PEA CITY OF NEWPORT BEACH STD. DWG NO. 304-L. CONSTRUCT JUNCTION STRUCTURE NO. 2 PEA CITY OF NEWPORT BEACH STD DWG NO. 311 -L. REMOVE EXISTING JUNCTION BOX AND PORTIONS OF PIPE AND CONSTRUCT MANHOLE NO. 4 PER CITY OF NEWPORT BEACH STD. PLAN NO. 308-L. 8 CONSTRUCT 36" A.C.P. (20000). APPROVED FOR CONCEPT AND ADHE ENCE TO CITY STANDARDS & REOUIRE- 601 N. Parkcenter Drive • Suite 104 1------1--+----------------+----t MENTS ONLY. CITY 15 NOT AESPON.SJBL IMPROVEMENT PLANS FOR Santa Ana, California 92705 :'OR DESIGN ASSUMPTIONS AND 743 70 7 5 3 80 80 I 7 2 ! !5 LF L.F LF LF EA EA EA EA L.F EA EA EA eA LF FUSCOE WILLIAMS UNDGREN &SHORT (714) 836-4455 ACCURACY, kf l-~,~-l------l-;,.c,-o-1SO--=~,-,,._,-p;-rn,~1<~R-e~C<JN~'3~"1~R-L-<e~:r~,o-N~o~N-h-.r,,'-IUZ/;1J { 1 ll/4/[jr;, ~ O r<JIN ?lH Ave.. At-JD Rf..¥1~ <E:i;O. LINE A-1. J" CITY ENG. DATE TRACT NO. 12209 -POINT DEL MAR TITLE· SHEET Civil Engineers • Land Surveyors <S '1-u-rs<. APP'D. DESIGNED DRAWN DATE BY DESCRIPTION LC N.J ALAN R. SHORT DATE RCE 30873 EXP. 3-31-88 REVISIONS CHECKED DATE RN 9-19-1¼ '" CITY OF NEWPGIT BEACH PUBLIC WORKS DEPARTMENT SHEET I OF 14 / CONSTRUCTION NOTE.S: (D--CONSTF'-VCT O.S 'AC OY8f<-1.5' AB. ~CDNSTRUCT &'' Ft:"£ CUl<.B AND GUTTER PER CAL.TRANS STD. N6-A, ~ T'(f'S A'Z-6. REMoVEo HE/>J?WALL • . . . ~ CON<e>1, DRAINAGE r'2\ _INLET 'TYPE OL" PE=-1". CAL,IAANS STP. D-7-2-, 1....~2s'j t,,Jl1'H L.XAL. ~ D~5SION ~R CITY OF-NEC.WFOl<-T BE/\C+-1 STIJ. 064-L. 0.__coNSTRUCT (j, ",HICK, TYPE "A" C.ONc.FZETEc. W/ u" >< G,"x ... 1O x;ic\O WE:.L.DE:.D ~\--1112£ RE,,INFORc.it-½. ON qoo/'o COMPAC-,-e.D SUSBA'5E: pSf2. CAL,f'-AWS sf€C. . A__C6NsrRUcr 4".pcc 'SIDl':'"')AW'-pei:e. CITY OF NEWPORT BE.AL-l-1 srD. ll:'>O·L. \-.:,1-(NIOfH PEcR PLAN") / Co'\ Rel-O~TE SIEit-! DR <,,IE;NAL EDX INTO PA\2K~AY f'ef<. CAL.TRA>-16 ~11--1-sPG::,ToR. (6ETWE'E'1'1 61DEWAL!( Af.1D cu~e, IF PO0&IBLE ') es ~SAHCUT I; REMOVE B<l<S>Tl""'1 CURe>, EiU~R t/ 1 R:oT OF ~p,WESME?NT ADJACENT -ra eDGe. OF GUTTEI<.. @-sAwcU-r Ai-JD RBMOVE EXISTIN8 l'G fA\/1=-Met-JT Q\ O'.JNSTRUCT' "'T"URPSToiJE.'' PA\/Ec.RS ON 15" AB PEf<. S12cno>-1 ~ A-A 1-1-E~f-.l • @-FEoMCNEc e,Xl<;TINGr CC,NC..R8T!2 SLAB. @---WNSTK.Lll-T 4" PC[,, SIOE:WALK PER CAL TRAN'o> (WIDTl-1 PER PLA\..I J @--coNSTRUCT COMHf'cRCIAL DRIVEV>IAY PER CAL TRANS STD. NO. 8-A. 1001 MACARTHUR E!>L.VD. "TYPICAL SECTION 0.\-0'2.60 <?, AC AR1HUR ~L\/0. =0+00, 00 ,e. HA!':E>Ol'i: Vl~W DR. w HORl:Z.: I"= 40' 111 :. 40' 1 _ VERT. ; 1'', 4' -~~-'-1--=~~~---F------_2._ ---PLAN 12. MAC ARTHUR BLVD. "JO % CCW!PACJI0/.1 SECTION A-A I -J FUSCOE WILLIAMS LINDGREN &SHORT t")<:Of"O"?l:"D CU Fi:!=> f!:,R CITY Of 1-uiwPOt<:i f'i.-AN N'<-rz-'?53G-S CURVE 'BE-ACH DATA/ / ! I (0 <t\ AP_FROYED FOR CONCEPr AND .'DHER r-..'T"R,:::::.c:,·r MP ·---+--f--------------+---"l'NCE TO c,1Y STANDA9DS. REQUIRE--.., , ~~ , izoveMet-lT .-MHHS ONLY. CITY IS NOT RESPONSIBLE / -,,./ ,;/4fc ,, ~· t;;, C 601 N. Parkcenter Dr.• Suite lOlf SantaAna, California92705 (714) 836-4455 l---+--1---------------+---t~i~.D,SJGNASSUMPTIONS AND ACC"·' MAc ARTHUR wuLeVARo 1----+--+----------+-----IG:JJ.)Z(J/}2 11/4/06 'fl'<'.OM f'AC\F')C COA0T l-1\Gil-\WAY ~ Civit Engineers • Land Surveyors /7 / ,tJ ,/ I -l--+--+-------------J---l-,c,,,11Y'.:7E'.:7NG,::,.:---r::-::-=c--o_AT_E +-r._0_1-1_;,,._R_e_o_F--_1>.:._,_~-e:_1-t_U_E:: __ .--------1 ~ ~S~i, -~ DATE BY DESCRIPTION APP'D. DESIGNED DRAWN • ·~ ALAN R. SHORT DATE R. C. E. 30 873 EXPIRES MAR.1988 1-_...L.___,_ _________ _L_-+==Lc:c.c="-._~~N=·Jc..c.· ·--1 CITY OF NEWPORT BEACH CHE~KE~. D~E-l"'l-1¾> PUBLIC WORKS DEPARTMENT SHEET 2 OF 14 • ~ REVISIONS ( ' --===..:: --=i=..-'-i ·-- /1:' ~ult I 1 - 4' f!i h '::>' ·:.-.-~~ . ,. , "'>;ffuf::,-4,~f., I _,___::_ =-~ =:: , ___ , _·:=i=-+--: . 6</017NG B" ?€NG!?. MAIN '3 1 6WOF(!: r=-:_ l __ - -!E- FIFTH AVE1'1UE :a: '(///j !l/110011 A.C,. PAVE'..l'-'11::.N.T l'ZE:.t--10V A L-6 47 43 i,Z CURVE DATA 0 6 R L T curc:e, @ -4?0='-z.e" 44.=' '34,!:,Co I 18,'2~' @ 9oooo_!c)() 11 '2e7.00' S"!.'27' ·Q':,,00' © 97•,zs, '?s," 25.00' 4'2. · ?1 I '2.S.47' €-TO~M D~A I t,..i @ 40°B<'! 'e,7" :22,!:0' 10.10 I 8.41' ® 4"00 16°3 11 -:z,z,J:x'.)' 1,.77 I 0,7"1' ® q7• 2.!°7 1?S 11 22.SO' ~e,.20 I ,Z";>,G,,2.' c:c-t 'f_-_ -·'.'1 .:r • ~-~· "'' !•,-, ~= ·-. --,---I ,_ ...........! • • =i _Ci~ •• C' =. ;~ = @-cc?/Y57 .;-!"'?CC 6"/£'£/r',4,C:,-'f' /'E/?' C/7,Y Cr NEIV/'C/2'.T 8EA'Ch" 57£7. /!?C·<'. t/Y/£77// ?E/7' ?L.4///,) (jj)-RELOC4Tc S/6N ?c:q d/&'IW/V6' /:R??//7/Y6' /"Z,4'/V @--coAS'T a.f'l'B ~s l:'4"'1P Per o/1Yar ;r.eJ/RY?T fi8!c/l g,W. l,!)/-L1 CASE AS NOTED ON PLAN. @-g,4{v'CU; ,4/21/7 A'E,WOVE 6(1.917#6 C/1//48, 6//TTE~ .4AIO I !WT Cir .40 P-4/,{g'Ue'IIT /JPJ,9C&,</T 10 Et:15-6' OF GC/17Efi?. @-CC///6"7 //4#/48,'.6" T///C#/VE&& A'C C//cRt:.4>';· rc-477,/E/'f ,4/YP JC/IV c~ /4C r'A'.1/EMe?VT: ®-CONST CURl3 INLET PER CITY OF NEWPORT BEACH STD. DWG. No. 30/c·L. @-cot-JST. LOCAL D£PR£SSION PER. CITY OF NEWPORT BEACH STD. DWG. NO. 304-·L. r;;}-coNST JUNCTION STRUCTURE NO. 2 PER. CITY ~ OF NEWPORT E3EAC!I STD. DWG. NO. 31/·L. SE.WER 40 cot.Js-r 8 11 PVC ="t?l1' 3::i' 5£a;,,;,:r· NA'/A'. 42. CON"!T. A STANDARD PRECAST /ol!ANHOLE,PER CITY OF NENPORTBEACH 5TD."/01-L. 43 COl'/E INTO EXISTING MANHOLE, Re-MODEL BASE AND CONNECT N/".t,,/ 5El'IER. #_ CONSt 4-11 VCP HOUSE SEWER l.AT.sfc4L AND C££AN0U1 PB<. c1ry OF NeWFOR.T e,EAc-H ST'O. 40G-L {SEE Der, C/2) @-CONST 8" "3£WER CLeANOi.JT PER CITY OF l-leW1=v'cT eEACf-1 STP 400-L. @-coNS T e,o'1D!A. TYPE 1113 '1 DROP MANHOLE NEWPORT 8£/\CH STD, "/03-L.. @-ADJU,::,r MAMHOL€ 70 G-/<AJJ& . G0 1 5 Tl' AVENUE 12.' • r,,' 17' SC.ALE:c PEROltY OF • I 8 FUSCOE 601 N. .Parlreemer Dr.• Suite 104' WIWAMS ..... Ana, Cal(lb~la92705 (7lt) 836---tt56 IAPPROVEOE.Or! CONCEPT AND ADHER ENCE TO ClTY STANDARDS & REQUIRE-1---+--+-----------------+----I MENTS ONLY. CITY IS NOT RESPONSiSL FOR DESIGN ASSUMPTIONS AND ACCUR 1---+--+-----------------+----JAGY. 0TR~E.T IMPROVE=.ME,NTS FIFTH AVENUE UNDGREN &SIIORT c,,,u_ .... n. ,,.,,....,,,,.,.. d( ,& t,/: 9-u (-' • 17 ( (/(/') 1---+--+-------------t----l~L{J!JJJ?L LJ/4/Bh ~ FROIY\ DAHL-IA AVE:-1-JUf::; ~ 10 ciOL-DE:-l--lROD. A'✓E-NUEo-., ALAN R. SH ORT DATE R.C.E. 30873 EXPIRES MAR.1988 --lc---+------------l----+==:--~==-----¾---:---'-"'--===-"='--'--'='-=---"-'--'-=f-'-'-...:,_----1 ~ DATE BY DESCRIPTION CITY OF NEWPORT BEACH ; REVISIONS PUBLIC WORKS DEPARTMENT SHEET 3 OF 14 '\ CITY ENG. D/\TE APP'D. DESIGNED DRAWN L.C. N.J. CHECKED DATE R . J,,./. 9 -19-&o i I ' i ,_ ----- . ----- - - '. _-. ... .. ! ,~.---·· : __ ·:· i j,. i -=._.·_ :--·-_-7·------t-[-~,--,,--T--r-_ '. --;- +-'--'-r-- .--±_ ' ' I ---• ' : : •• - : .. i __ . i .. ------- _, .... --;----i I -+-- . -r ---... -. ---.. _f -_-_-_·: ----- i. 0+00 FIFTH SEE. fl-IT. I ,- '.-. -i-.. : ... --·--t , .. -- -.. ---- ; ~!~/{_ --; : • • '. -j j i ' ,o :,LJ~r~ce @ 4.. _ _ :· ---,_ •••• ···.··le._"/: ., V I , ' -~i ~- ,? --·· ~ •• l ------'. ___ -T----. . ; .. ---. "----•. ;-• - • ·;· •• -a. - ., i • i ' ···:..c ------- l -- --t :• ----_- i -J --. -- -. ~- --r ~-~ - I I -i ::t:. _::, - . . - j ., -. • l ! i I ' ·-+--. - ----t ' •.. -- -- --.. ; .• ·::: __ --f:~ ·-:~_ -~~--i '.. : . ' --t: ---~---.. - -' I ' -• - ---··• -.. ---.. - --l- i ---7-•• ' I , .. -· - i ' t i • ' -•• I·· I I ' ., --i --•· 1 i i - • _-_. I-. - .. ---- - - -... -- I t----:__ j I t ' -tc j 1 -, :~--~f-; _[ ··r j I -;. ---- ... :·. -; --- --------- ----i- i I I - I . _j I t .... -- : __ _ L ·i --· ·+· . , I --i. 1 . - --. 1 . ' I --j-I ' . I ... '.. --~ ••• ! . ---l - :➔-------, -: C -----~ I --+-·-·-·-t I -----: --• __ -- ·' t-_::. -"::: i I I -r-· --, I ' , 1 .... ! ... ____ ;:: -:: . ' I i I -+- -i . 1 --1 --• -------... . ,-. ·-: .: "_,:: ,-------- ---.. -, . ---___ _ -:.: .. :: ----- ----... -- --__ , ... - ' ! __ t. --- -··· ,f_. ·-· ~ I i ! i ' _-_• -- .. "" - ----1 ./ I i j ~-;: -::-_:1: '1 - -•. : ' i --!---r· ... ' ---_---,---_ l j :---- -.. -----;= ... -:· -- l -L t _,_. .. t -r-. ••• T-- --' . --, . -: ---, ' ' i • ' I . 1 ------. ----. .. ··I I . -r -___ ,_ ----------' _; __ _ -j I L -• --:::: . :~: •• ---;- T ----+----+ ' ----1 -------, - . -. - --t· .. .. I i -------y:- --i'---; --. -- -• f l . --... -, .. •-J .:· •• :'... J 1 ' ----+ -i--• ' , -- f ) --~ ;~ -_ J ----1-- j ---l ' ' . . "-i I ' • i ,. I __ ·:r:--·· --1- i ··•· .. -;---' i -----1 .j._. --• I I ' i . I + r I -• -.. --. --i ' ' . -' , ___ ---___ __,__ I I ' •••• --_-"-------•---' -- -• - --+- -f·-· .. ---, . , I I 1 j --------· i --1--l t - • j :-_ 0 CUR.YE DATA R L :0: I I I Vil////~ 1/JJ --• -••• ' . -+ ----- '2+00 T AC -PAYEME-1-.JY /ZEMOVAL GrOLDENROD AVENUE (PUBLIC STREET) . , ---+-i ----• : ,- s' CON STRUC~T'-j~---, r!;,' WIDI:: P.C.C. S!DEWALt<. z' 30 1 .J I i T ' 22 l NEW EXIST, J>,...c. 1 j C, 0' 4_ GOLDENROD AVE. 30' "'CfA'/5 -SAW CUT LI NE • 141 " CON°GTR_ucr (., P.C.C. CURS ~ 61.lTTE~ GOLDENROD AVEJ.JUE TYPICAL SECTION jb Ci) --.----- . --• ----+ ---: .. -i •• -⇒~-• i .. 4- < - -r. i • ---!-•. --i· --: 4-_ _ -f-·: __ --! ... . ---:.~ + : ' CONSTRUCTION NOTES: tz\-----cONSTRIJCT ,:;;" pee CUF'-e> AND GUTTER PER v:,J • ST 182 L ~yp, "A''. CITY OF NENPORT BEACH D, -, 1 = _. 1 . I G)---coNSTRUCT4°1P.C.C SIDENALK PER CITY 01"' NEINPORT BEACH STD. 180-L CNIDTH PER PLAN) @-------coNsTRUCT STANDARD CROSS GUTTER, 8 1v-ll DE PER CITY OF NEHPORT BEACH STD, 185-L. G3)---coNSTRUCT CURB ACCESS RAMP PER CITY OF NEJNPORT BEACH STD. 181-L, A ANO B , CASE= AS NOTED ON FLAN- @---sAHCLJT AND REMOVE E)(,ISTING A-C. PAVEMENT. @----cONSTRL!CT VARIABLE THIGKNl'=Ss Ac OVE=RLAY, ftoATl-H':,R At-JD JOIN E=KISTiNGr Ac PAVE.ME-NT, 8 11 Ai:?. ----! -.. : t E:-JCE r() CITY STANDAHDS & RCOUIRC ~I I IA.MS 601!': __ taA•• "!'::;1!,.·)-· .. -1a.••.::. I ----+--+---------------T-,,-.icNTS ONLY. CITY IS NOT RcSPONSl3LI --oLo--\ I 1":>QD A\ ,.-:: I •ut::: ~ ~· ·-":-:•-'" .:::: ,-CCR DeSIGS ;\SSuCIPT/%S AND ACCuR "'-'I ~N" ,-... V c;...1'-1 ~ ~ UNDGREN 1-----l------l------------r-----i~(;~[cii u;4~-FROM FIFTH AVE;h!US l\i APl'RO\'EDF.OR CONCCcT '"° A) er 0TRE:.E:T llv\PROVEMet-JT a SHORT L-1-1----------+=t'~IT~Y~~c,;!G ~7oiwiitr-~D.A2!TE---i~~-r~o~0e~~A~l-~~AI-.J~e=;;;~;--,, __ -_ -_ -~ -_ -_ -_ -_ -..., 1, ~-CwUEng-n•Lanam ,W '/-ZI-$( DATE BY DESCRIPTION APP'D. 'DESlt~~-DRAW~.J. CITY OF NEWPORT BEACH ~ ~ -CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 14· T DATE REVISIONS R-W-9 -19-e,w ALAN R. SHORT R.C.E. 30873 EXPIRES MAR.1988 ( I \ ',• 11 J 5EWER IMPROVEMENTS: @--coNST. ei'NC0DI<. 3SSe"1EcR. \VIAIN-~CON5T 12" NC ~12. ~'7 sew~ MAltJ. -- -0 -- @--CONST. 51D, PRECAST MANHOLI=. I, PER crry OF NEWPORT BEACH STD. 401-L. @--coNG.T. 4" VC.P HOUSE. 0EV--IE-R '-A"fE!<.AL Ar-JD Cl.-£A'-10UT PER CITY OF NELslfORT BE:Ac.-1 STD. 40&-L. (0EE DETAIL C/S) @---coNST. =" DIAMET!::12. T--(f'E: 'e,' DROP MANHOL-E Pe.I<. CITY OF NE',/PQRT BEl>CH e'>TD. 4o"?-!..... NDfi::= : 0re S,1-!E:-'f:.1 11 fol< 0-rDRM u:,r-J0Ti2.,UCTION, - I I 1 +oo I +50 vi,;"-;: 1·= a· I 1---.1-P.=.hlc::..__-12+ 00 I" == "201 -_ J 2 +50 ,POINT OEL M4fl AVE/VUE (.fee TYr'/CAL fEC77.::7# .::7/V f//T. ~) CA.SE "E" MODIFIED TYPICAi- • QI <./ ill o -;; r-----i,,,,-----t. ,-.. * B ?~ cu ~ □ !.-l-~a:.1.:=:,...--......1....i,1-.......;-s.1..+._'-::_~+-.--r---if-'--Wl--+-+-.--,f...l-'N¥'7~•2.f!,.a...'20wre';.i'e..__-+--r~-'i'-. 12£i:>,71rc VII 12.G,.,Z/ FL-~ Q --;-+'!oCJ L31 61 WATER IMPROVEMENTS: @--coNST c,," ACP CLASS 2.00 OR Q;1QI.P, CLASS50 PRESSURE PIPE. ~CONS,C G," BUTTERFLY VALVE: FG. ~ RT PER cnv OF NEWPORT eEACI-\ STD. 508-L. @--CONST 1" WATER SERVICE PER CITY OF NEWPORT 1:>EACr-t STD. -50'2.-L. ~ CDNST A WET BARREL FIRE f\YDRAITT PER CITY OF NEWPDRT Bl=.ACf\ E,11). Soo-L. (§}--COt-.iST. 2." IRRIGATION SERVICE. PER CITY OF NES~ftcRT E>EAC-1-J "7TD-503-L. 3bl---CON'5T. T/1.PPING SLEE\/E AND \/AL\/E PER CITY OF NEWPORT BE.AC>\ STD. 507-L • -1· -' - ---.. - ::_ __ ::_.__-.,- 3+ 00 FUSCOE WILLIAMS UNDGREN &SHORT --=-i-= ----------------'-----•---~ --__ , ----------_,_ ---_, -cc - ----1 ------- L -- I --------,-' . ·--~ -· ---~--·-~ ~ --- ---. - co,v,;;,r. 7-50 LP I -l:Z"-PVC SOR 3.5 -- - -, -(/!r <3>,= _o '-oS c,O I ---=-l. .-::. -----=-___ ::_ F'S :Z" _...£::' c:. ___ '.'_ .. ·:-_·:_/;t;i -:<: ,:; /a<>•doo A.:sc:.:i. B,A6f;. ~· ~ ~ ro" G:>"M!t-J, ..,";ooo~ CONCRETE GUTTER CD NOT" ,-0 SCAL-E 5 CURVE PATA I --------0+00 I R. I-T @ 4'7°47'2~" 41-00' 4-8.B!' 2755 1 ® :2.1° 18'.ZO" 100-001 37-10' 12'.77 1 @ 110° 1e,'o:z." 47.00' 90.4i,.' G7.so' ,__@""o,__,_9o0 00•00 11 s.=' 4.71' 3.oo' ® c:i:2•07'21 11 -B.oo' 4-6:2' s.11 1 ---L l!V.E..:-__ 'A_' __ \ ; -- ----I_ I+ 00 NOTE: DEEPENED FOOTING PE rr--....:.G:.::RA:_DING A p @--coNST. G'; TYPE "A", pee CURB~ GUTTER PER CITY OF NEWPORT BEACf\ STD. !82-L. ©----coNST. G", TYPE' B', Pee CURB ONLY Pl=R CITY OF NEWPORT BEACK sm. !62-L, - =-r . ---- G)-ooNSlC 4' PCC SIDEWALK PER err; OF NEWPORT BEACH STD. 180-L ( w PER PLAN) *~CONST eo" PGC RESIDENTIAL DRIVEWAY APPROACH TYPE TI PER CITY OF NEWPORT BEA<'..!-\ ec,TD. tG?,-L ( w~ 1G', X • 2.5') ©--coNGT. G" PCC VALI..Ei E,i.jTTE!J PER DE.TAIL e,/s. ~OONST. sm. CROSS -SUTTER 8 WIDE PER CITY OF NEWPORT BEACf\ STD 185-L @--coN,',T CUF<E, ACC..SSS f<AMP PE'-F!. Cl'!Y OF NE'-WPDRT e,i:;AC,H S"fD. IBI-L,Al.-B,c:A'c€"E'-" MOD. ~SAWCUT AND ReMOI/E, E,)(tS,T C,LJ!<e, &GLJTTBR 1' Or A.C. PAVEME.NT ADJ."fo E!:B<" OF G,Ll-rTER &---CONST. 3~PCOVER e 11 A..B • ~CONST. I -'2.11 ANO 1-4 11 scr1e.PUL-~ 4D pv.c.. IRRICSATION SLE£VE:-5. @---coN5T. WE.LL MoN.lJME.N.T PE.R C.\TY OF NE.WPOR...l BE.AC\-\ 'oTO. l\l.D-L * MODlf-lE,D DRJVE=NAY PER DETAIL~ sew~R WA-reR TYPICAL SEINER At-JD i-JATER SERVICES NOT TV ,APPROVED FOR COJJGEE'::-. AND. k.01:i.EB: 601 ,\~ Parkccnter Dr.· Suite 1011 Santa Ana, California 92705 (714) 8iJ6-4'-15,'j l----1----1-----------------.j----l:E:"c".'=E;-;"'-';a:;'.c~11~v srnNDARDs, ,cQLJIRE-IMPROVEMENT PLAN IW-G.,\:rs OMY CITY IS NOT RESPONSIBLE ~ ~~-l~~l~N l,SSWA?~!ONS AND _ACGU,9 FOR '\J i1-----+---1---------+----1 ry-,-,( rlifi1,1 TRACT N0.12209-POINT DEL MAR AVE.~ ~~j_;.l,}\il. lVifT, STREET, SEWER a WATER ~ Cfoil Engineers • l...cmd Surneyors DESIGNED L.C-DRAWN CITY OF NEWPORT BEACH ,____ __ __,~ ALAN R. SHORT RCE 3 0873 DATE EXP. 3-31-88 DATE BY DESCRIPTION APP'D. .REVISIONS CHECKED R.i,..J . N . .J. PUBLIC WORKS DEPARTMENT SHEET 5 OF 14 'i " I I I ' Ii I I I I' I' \ -130-.:. 130.-.:. 1/0- 130:--- I 3+00 . ---_, __ ,, -··· _,,, -~ - - - ·-"""F , __ ,,, __ ' --· • . -- - - --• -·-·" •-" _,,_ -' ---_ ( - - - ' -' '¥oso;J. -:+ -z-~~ :-:_ ---~: .G 3. --::: ..:._ -: I 3+50 WATER IMPROVEMENT&: WYES @---coN5T. eo'1 ACF' CLASS 200 OR GHOIP CLASS so PRESSURE PIPE I. 4+00 4,1,:?5. 00 Fl!eE 1-17't:>fi!4AIT 3. ~CONST-G," Bl!T-rt'oRFl.-Y VAL."ES P6 x R-r' PESR Cl"TY OF NESWR:>RT BE:AC.fl <STD-568-L ~CONST-1" WATE.R SER\/ICE PER CITY OF NEWPDRT BEACH STD. 50'2-L ~CONST-A WET BARREL FIRE HYDRANT PER CITY OF NEWPORT 13EACI-\ STD 500-L- I 4+50 PP/NT ----------·-.. -"- L 5+00 /?el-MAIZ.. NOTE _] -6+00 OVER TOP OF STORM I 6+50 DRAIN ... T\I _,. I "-) / 11 ,.,, I/.-:-.:_,_. ··-:-.·. t, ' ·-. ··-< ':N T ~ 11 :•:_ : -., . -. .. . . I/ .. : AVl3Nl/e FOR STORM DRAIN CONSTRUCTION SEE SHE.ET NO. I I . fUSCOIE WILLIAMS LINDGREN &SHORT Civil Engineers • [,and Surveyors -' --·= --------1 . -· -. i .3G:>.5 ' re. --130'---0.5' <.J -> -" 4PCC . ' I i • , • r I/ : ::· _.~ I 7+00 801 N. Parkn~nf£r Dr.· 5'uitf' 104 Santa Ana, Caiifomia !J:2705 (714) 836-4!#5.'i SIDEWALK ----tlO POINT DEL MAR AVENUE FE~NLEAF AVENUE PRIVATE STREETS N.T.S. _; - - AC. OVER AB>. -. -·- -. -c C I -J •-J -7+50 CURVE DATA: 0 6. R L T SEWER IMPROVEMENTS: @--CONST 8"PVC SDR 35 SEWER MAIN. @--coNST-STD, PRECAST' MANHOLE 1, PER NIScWR'.lRT BEACl-1 STD. 401 -L ClTY OF (D 07°48'20'' 102>2.od ® 08°28 14711 1000.00' 140,59' 14e,.oo' 10.41' 14-14' @--coNST. 4" \/CP HOUoE SEWER LATERAL-8< Gl.EANOll, PE.R CITY OF NE.l'IPO~T !>EACH STO. 40G-L. @ 0411'21'' 500-00 1 37-43' 18-12' (0Ee£ DESTAIL C/5)- @ 01° 1ea' 33" 532.oo' 11-85' 5-92' ® 04~ 17' 21" 4-<oe.oo' 35.03' p,53' ® o8° 28°47" 1os2.oo' 152,14' 7G-51' ® 08° 34-'oo" ' 149-52' 14-89' 1000,00 ® 08°'28147 11 101<:o-oo' 150-37' 15-32' 0 oa"'2s'41" 101<o-oo' 150,2,7' 75-32 1 ® 04° 11' 21' 484-oo' 3G,23' 18-12' 5TREET IMPROVEMENTS: &----CON5f. G' PCG GURe, &-GU"T1ecR PER Ci'T'I OF t-!EcNR'.lRT e,8A,OI 6TD. l!:>2-L, TYf'f= "A''. G)---coNST-4" PCC SIDl=WALK PER CITY OF NEWPORT BEACl-1 5TD. 180-L __ ~CONST G" PCC RESIDENTIAL DRIVEWAY APPROACl\ TYPE TI PER CITY OF NEWPORT BEACl-1 ( W= 1G>', X = '2,5') @---CONST 3 "AC OVER 8 '' AB. ~CONST 1-2" A"1D f -+" <S:::t-1-40 Pv'C JF'-!>-1&~-no"-J '?Le-B/ie;$. @--coN5T. WELL MONUMENT f'~R CITY OF ~EWF'ORT' ioE:MH <:'>TD. llu-L . PROVED. FOR CONCE~T M~D ADHEif STD. 1Co3-L ENCf: TO CITY STA\JDil.RDS & .=JCOUIRE-~ IMPROVEMENT PLAN >----+--+-----------------J------,,,,rnJS_QMY CITY IS NOT SESPO.<SIBL I --':D.3 :)fSGN ASS:Jf.,,1."'TiONS AN .. ) ACCUJ-1 FOR ~ ======================:==:az.(J(ff.}_ uNe.. TRACT NO. 12209 -POINT DEL MAR AVE. ~ ,1 ,f ./J _/ # lf---+--+------------+--~-:::-c=-,,,,-v~-,"'N-C;c;;.~-=--=-~~~-;~~~=J_A~T_c-=-~----STREET, SEWER a WATER ~ ___ U,KJ(. ____ ~-~-~9~-~2.,~'--~--11 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN t(;; ALAN R. SHORT RCE 30873 DATE EXP. 3-31-88 REVISIONS L.c. N . .J_ CITY OF NEWPORT BEACH ,___ ___ ___,~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 6 OF 14 \ R.1-J. 9-I"1-BG, \\ ' f I. I I ____ , __ , __ ------------- ---- - ---·F -' -'&M7}'.'##6F .?DiE'-&r-t:.-r-5"PYC-so~~% -;4/J/o • .?&'er -___ ,,,_, _,,,, --· _,,, .. -. " __ ,,., --·· --- 110-'- 120- - - _ _I -7+00 ____ ,_ - - 7+50 SEE AT R/G,HT SEWER IMPROVEMENTS: @--ccNST 8" GPR 35 5EWESR MAIN @--coNST STD. PRECA5T MANHOLE BEACcl STD. 401-l... I, PER CITY OF NEoWPOR"'T @r--CONST 4!' VCP MOUSES. SE.WER LA:ERAl... AND C,L-1:'ANoL.IT PBR Cl"!Y OF NESi,vfbf!j BEAC-1\ '?TO. 400-L. (GEE DE:.TAIL.-c/s) L e+oo 4 o> .z Q) Q) + cti lll '.:' -__ L 8+50 02. > oz . - 0 " N . +st 0l '.:' UE LI) 0 . . ~ Ill . Q) <:/ + Ill Q) . l. 9+00 - -----,----- . . . . .. ·.: ,•.·: ·. Gr) :0 WATER IMPROVEMENTS : l~Oi~ _j _ 9+50 44 > z " 1J\ .. --1 - 55 " <1) z 8 ' ~<DNST c;,' ACP flPEc CLA-SS ,ZOO OR G-11 DIP -.,,._.b-....,,...~1f,.~'Fr-+k 3D-87TC /9 c~ .,-o p12.eS6uRE. pIpE . >' _ :ao.31 es ~ 13°-9:aTc fiij\ CONST G" BU-rrER.FLY VAL.VG. f6r ><-RT f'ER Cl1Y Of 1 0\1\ · 13o.43ps ~ NE:INPORT Bf';ACfl "'>TO. 50o-L. e; c,11); /8.00' '32'-CDNoT l" WATER SERVICE PER CITY OF NEWPORT I IV¢978z'&W ~ B6"CH STD 502-L. · ~ ~~1:: 130-95-rc @---coNST A WET BARREL F1~1e HYDRANT PER CTTY e, ' I 1,o.45es OF NEWPORT BEACH STD, 500-L. . i ----·--- - ' -,_--c_----·--·---------c-_-_-_-tc ,--·-------- -_ ...c. -_ ...:c -ic4:o-----' : -.:c :c -..c -= ---" - -·-.- --NOTE ;-DOUBLE \/ERTi-CAL SCALE I 10+00 CURVE DATA:. 0 l::,. ® 04"' n' 12111 ® 115° 55' 33" © c;,9• 49' 17" ® 74° so' 1911 ® 90° 01 1 C>G11 ® 8<'.o0 581 QQ/I ® 04° 171 21 11 ® 90°00' 0011 (D qo0 00'00" 0 24° 54' 3?,'1 R 500,00J 40.00' 40.00' 25-00 1 10.00' 15.00' 51G-00' 2.5.00 1 25-00' .3,00 1 -.. PROFILE HORIZ.: 111= 2o' VERT. : ,1,;:. 8' PL.~N 1'1 = 2.01 L T 3743' 18-72' 80-93' G.3-9'2' 413,74' 27,92' 32,<i,<o' 19-13' 23,57' 15.01' '22.77' 14-'23' 38.G,3' 19, 3'2' 39-27' 25.00 1 39,27' 25,0o' 1,30' o. G,G,' __ L_ o+oo ® 85° 59' 58" a.oo' © 41 • !:>2' Qt.," CJ4.oo· 4.50' C,/3. C.9' ,z,79' .3.00' Ci<. INTE'f<_-e€C-TION 6+00.00 FE~l..E:AF AVE.. ='?+25.05 sn-1 AVENLIE. STREET IMPROVEMENTo: ©----CONST. G,'' P= CLIRB AND STD. 182-L, TYPES-"A". <c;UTTER PER CITY OF NEWPORT BEACH ONLY PER CITY OF NEWPORT BEAC\-\ G)--coNoT 4" pee $\Dl=WALK PER CITY OF NEWPORT BEACH $TD, 180-L ( W PER PL-AN ) ~ i@----coNST Go" PCC RESIDENTIAL DRtVEWA-Y APPROACr\ TYPE II PER \ CITY OF NEWPOR, BEACH E>TD-IG.'2>-l... ( W = 1G>', X = 2. 5') @)---cor-.isT. (p" PC.C. VALLEY GUTTER PER DETAIL e,/5. \ • ~CONST. CllRB ACCESS RAMP PER CNBSTD.181-L (CASE AS NOTED ON PLAN) 1, @--coNGT 3 11,4,.C.OVER 8'1A.B. '\ @----cav"",r /-,f?" A'/VL? /-4" ,j1C# 4c:? r"YC /ff.-o//GA'T/0,,Y 5t.EE//E5. ' \ @----:--cc,y5,r WE,:',! ,Vc:;?/VJ.-o/E/V.T r'Eff C/7Y C7F /VE/f//"'C,"?T 6'c"A'C# 57,C. //,j, -c:.. \ @-CO!V5T.' NOL?/ffE.C Cv'/78 6d°v7TEI':? /5 'Lv'A-'6' MT// ?.5' M4#5'/?7,:?,.Y &/V c4C4' ,!c,Y,:> ?'E,-, PET.4/L' ® * NOO/fiEL7 /78/YEWA'Y TYPICAL 0Tl<E:E-T SSCTION 5E.E. SHE..E.1 G Pc/1 L7ET4'/t@ STORM DRAIN C01'J0T-SEE. •s1-re: .. E.T \0- J -·-0 +50 flB,27 TC -1.9 117.77 FL - _!:J 39°3~3~~ - -">ft"- ··• .' ~'t!;)'<,~,-1\ • ~ ' -_;l(\~ ... ~ ---\,~~"' ,~ %~;~~ I\\ "" ,. ~ ~-" "· 1$: -- " % """·· • ~·~ • }"' ----~~ ... • " ~ l~';.3.57 1: I 1+00 E f2/o.77TC 12w.27FL FEh'IVLE4r At1/EIVVE {?fllVATE) ---' • ' • I 1+50 ---·-----------··-· --~ ,---- -'::_ I-,. 3':>48 FEIZNL-MP AVE.. 7+3"1.GS> p01,.rroa MAR IMPROVEMENT PLAN @--CONST. '2." IRRIGATION 'c>SRVICE PESR C[T-( OF NENPOf'.T e>E'ACH 0TD. 803-L @---cONST 2" AIR 4 VACUUM RE:LEASE VALVE ASSEMBLY PER CITY OF NEvJPORT BEACH = - I _1 ______ _ '7 ........ _, FUSCOE WILLIAMS LINDGREN &SHORT fi(JJ l',L ParkcrmfRr-Dr.• Suitt-104 Santa Ana, California .9270.'i (714) 8."J6-¥,-"i!'i -.Ae?ROVED f:-0_B__c_o~1CE?T AND ADHE:."t illG.LTO CITY STA,-J.JAR)S & i1t:OUIRE-i-----+-----l---------------l----l(,1EN";S :J,\JLY Cl-1'. J.$ NOT RESP0NSIBL _c,n CESIGI\ ASSUMPTIONS AND_f.QC_UR l-----+-----1---------------l----!ACY. az FOR ~ TRACT N0.12209-~~~JL~iFMAti~~~ ~ STD NO 515-L MODIFIED WITH I" CORP STOP f'ER DETAIL Hl:r<:EON · us1NG ENo oFLINE seF<tv1cE N1TH 2 11iAP FER cNB .STD S04-L, @------coNST. TAPPING, SLEEVE i!.vALVE. PE"-CITY OF NENPORT BEACH STD. NO. S07-L USING R.ESILIANT WE:DC5E VAi-VE. Ci1Jfl Engfneers • Land Sun.,eyon ALAN R. SHORT RCE 30873 DATE EXP, 3-31-88 DATE BY DESCRIPTION APP'D. REVISIONS CITY F:NG. 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E!Ek' 77''• r/c:?/ ,;,£1) 6 +oo -~=--==/,=~=---e~ei _1_~--~ __ 1',_~_~:'.____:ll------~---~~;-'==============_'S'7~~===cc-==__ -=:_-_-__ -_ -_-__ -__ -___ -_-______ _ ' ---------------- LINE 1 I I j -· -----'--~-~c_=::=== -,---- f f ' ' -----------~-----~--·--------------------------------------------' ------------ i i I , -. • --"l!:-roo-.b'I -,,-,-_ -,--,-----,------.---,----,----,------,-------_----,-----, , -<><-i~-33_E:,_ecf'G: I '.b" %w£R j -____ ____ _ __ Vro = 10.1 F~ ~ .Dri) --I -- 7 +oo PUBLIC STORM DRAIN ------- CON<STRLIG-T 2,G,1, B4 LP 30 11 l'sC-P --(1S00Py 8+00 FERNl..:EAF PROFILE H0RIZ. r" • 20' VERT. 111 = 4 1 PLAN 1"= 20' ' ; ," g +oo ,\/; :,;:✓ f" • -_ :1, ' ' i \ --__ -_____ --~--------------- 1-2-0,__ _______ , -- -_j__ ______ _ -------------=-----------=-=-=======-==-~-~!g~M~•-~' ==i=='=--=-==-==---••=:~:_:_,~c-,, =·-=·-=:,=· "''==== I ' . -------,.;..;...----:----------. -----,-------- . __.. I ·-=-,--=::----~ ~-=--" .~,~-Q~-- ---.,_,e-_ ...... '21 ~lJt•- -I ~ --------- I I ill ------,-------- > z --: -: __ -_ ------- 10+ 00 Ill \II --- -_,_, ___ _ !----- -HO ------------------ ----------- CONSTRUCTION NOTES : & MWCUT AND 1<£MOVB ex l,S,TI ls-l& A,C._ PAVE,M~NT, @--cotJSTRUCT 3 1' AC ov'foR 8" AB. Q, ~Ole f ~;!Ztlt::r l~1'b ,n,e/"10N"'? ~ ~ ..Um#Ale'., ~re. ~:::;'w #,P~4 ~- ,,;;,-,. ~ove /},/~/,,f;, rt:ien~ CF'" P/PE' FIL-L. NIT,'/ ~ SL-UP.RY AND t=Z-UG E=NOS. ,-;-;;:_,, /fc#c:?1/E E,f/$7,1/6 ./u',1Z'7/c:?/V b'.?'J A'/1-',C r'Ch7/t:1/v._-" ,:7,c ?/?E ~ /lY,::7 ,:",:;l/Y578u'CT #/1,1/#?'t:E #C 4 ?Eh c:?,1(g 5717. .:3C!? -,: . &-CC,YJi'7'#uC7 .ft'tfa ",-?"C,P (d".?'C,;70) I ---w--.: =<( C, \>I ,, 1 t.) i ill + r--. N ~"~Cl.,~ u E.-·,/ 1 IF ~ " -,•a ,-~ ~>aM _,,_c_, --~aa,_ -'"•~ ,~> ,f..... '"--~-,-•-,> -~ -"-' _,,,_,,,.,~,,~ ,.-><><> S.D. J...INE 'A' CURVE DATA 0 6 R L @ 8'08'5C/,, ZZ.50' 3.20' @ 5g• /,5,' 52" 2Z 3c?' 2092' @ zg• 14' 49" ZZ.50' //C'i'' @ 89'40'37" :22.50' 35:ZZ' ® 33'48' ?'5" 9'0.00' 5310' T /,!PO' 11&9' 5. (p(p I Z? '37' 27.33' 14 19 ~ UNDGREN &SHORT Civil Engineers a Lani:i. Suroeyors 0o+o&_oo )sD 'A' ~ INT-.JS No-1 %Ee SHT No-10, APPRO.VEtE.OB_CONC~PT. "'-ND_AD'-IER 601 N. Porkcenter Drive • Suite 10/i Santa Ana, California 92705 (714) 836-#55 • cio C,TY SI>NJARDS & e,ou1AE-IMPROVEMENT PLAN J---+---+------------+-----r;:iec.1AFNTS _ _DNLY. CITY IS NOL RESPOr--lSIBLE fDH DI--SIG.'LASSIJl\lle..T10NS AND-AGi::JJ.=i FOR l'f\ l-----f---+--------------t---""1ACY "4,,l 1-----1-----,f--------------t----1C-J:d2C~,@/_ lllM&; TRACT N0.12209 -FERNLEAF AVENUE ~ c STORM DRAIN l\i t1£,,( si -I-9-U-" I--D-AT-E--1--B-Y +-----DE-_S-C-Rl-,T-10-N------I-A-PP-'D-, f,CD~~y~;,~;;;:N;'.G~;;---,D;;.R;;,AWW.~O-""~:.;.:Te;.E-i--c-,TY--0-f ___ N ___ EW_P_O_R_T_B_E_A_C_H_:~~~~~~~~~~~~ ~ ALAN R. SHORT DATE CHECKED DATE 9 14 :s: RCE30873 EX~3-31-aa REVISIONS R.N, 9 _19 _50 PUBLICWORKSDEPARTMENT SHEET OF '\ GTRE.ET CONSTRUC.TIOIJ : 0 L:;; R L T ® 88 °soi' 2 7" -22.eo' 84."ls' '.2'.2.11' 3 -S.D. L.INE 'A' I SB-8-SHT. No. "l I 1 @ 1°4<:o'52" 513.00 1 15,"IS' 7.9.e,' :,, P11form,fd -,.1pat1s,'afl J()1fll ftlr•r p,,-lortr1#d ,.1;;011s1ofl jDHII fill•r SECTION A I. rhis m•tll-to"-us..r/ ,,,,.,, !/M 111/lily liM 1, 24• N ,,.at,r I• tliam•l•r ,111~ fJ,• ~l•aro,u:• l•f•••" Ill• uli!lf¥ lfffl r1"tl M.W.D. p,.,. 1, 12• a, ,u,. 2. Sp,ciaf prol•cllon moy 6-r•q11ir•~ if t!M 11/i/i/y 1111, tllam1t1r I• ,,,at,r lll•w M.W.D. pip, arlf IH cav,, OW'II' 111, 1.1filil,r /i,r, !o tit• sir••! surfo,:1 ;, mln/mu/ afllf 111,,, is l2"o, /1ss ci,ar:Jnc, li~t•••n ¥WtJ p_:p, cntf 111, ut1!ily li111 . .J. l'r1form1tl 1.tpa,,s,011 joint fill1r I• comply Wif/t ASTM ~,s:gnaliOII 0 417514 7.J. 3,/4Drr,n. CROSS SECTION CROSSII-JGS LINE NOT TO SCALE I, Supporfinq wolf shall have a F/rm beorin9. on fhe subgrode ond against fhe s/de o;:" the excavorrOn. 0• 2. Premolded expons/on jo/r,f filler • ' perA.5TMD-J'76!·73tobe'-lsedin •.. + '· su.apor/ /"or sle~d pipe onlr 3. /f' trench y11dl/2 ,; 4 ki?I or greale;; mposureo' olonq cen/er!l1'ne of U. WL?J.....J , ........ -. • p/pe, concrete $11,cp.Jr/" mus Pf' ctJnslroc,~. , 4. If lrench width i, le;s Ilion • ·~ <_-'---~~;;;£-C-f71pert1,..1res o5 directed !Jy -:-he >--------, Ehqlrieer. lotol 4 /eel, clean send bocA-li'II, CtJmpx/m' h 90 ¾ densily_ in occordonce with • 0 " volume nol lo exceed Ye the volume or the supportmq wolf c,r,crele support woll to be placed oqo,n'!Sf und,$1ur/;e qrouncl. SECTION A-A I a . I CROSS SECTION the pro¥1sions o( A 5TM 5fondon:I SECTION 8-8 l) -657-70 may oe vsed tn /1e1.1 of the concrete s-vpporl woll. CROSSINGS UtJOER MWD LINE. NOT TO IMPROVEMENT PLAN -, - _, :,; ':{fl~ '....Ci _-!_ (lj -C: ~--~~-;, ;::: 0 ~- II • ~ ,dj-r"tC ~ - / n-;J / ,:·,,- 0 ® (D Q> ® ,,7v• ·,-; r"1•:; ! ----~1- • ,. --·-~·' CURVE DATA 6 R L T 1°31 102 11 s,s.ao' 13.56 1 e,.79' 4°17'21 11 457.o0 1 30.4<o' 16.24' ,e,•25'47'1 101-:,,.00' 14'1-92' 75>. 10 1 .e,o,.ze,147 II 1019.00 1 1?0-l:'>1' 75.54-1 .J. FUSCOE WILLIAMS UNDGREN &SHORT Civil Engineers • Land Surveyors CONSTRUCTION NOTES: @--coNSTR.UcT 18 11 RCP (2000 D) Q CONSTRUCT CUl<e, lf.JLET f'Ecf<-CITY Op ~NENFORT BEACH STD. oi,..ic;. No. ,e,O<a-L. r.;;::.___CONSTRLJCT JUNCTIC>N STRLJCTUf'.E. NO. 1 PE.R CIT'( ~Of NENR>RT BE"CH STO. PNG. NO. 310-L. ~COI--GTRUC.T CONCfl-E,.TS PIPE. COU-p,R f'E,R CIT'( '<!J OF t-J~i,,.tpof<::[' 1'>8Ac+t 'STD. DIN<S-NO. 31<'>-L. ~ _CONoTl'!trCT CO#IVECT/0# TO CC/,'f8 /;V.CcT, .PEI'! C/TY ~ Or IVEWFOl'!T b'EA'Ch' &TO. 011/d-.IV0-.3'03-.C. ~:.\ • ?'.')\ ~-~~ .50°19 120 11~\ / 601 N. Parkcenter Drive • Suite lot Sant.a Ana, California. 92705 (714) 836-41155 ALAN R. SHORT DATE RCE 30873 EXP. 3 -31 -88 -·-· ----··-~······-- lAPPROY.ED_,E_~QtLC£P1 _A_ND AiJH_E_ !-----J----1---------------------i------liµ'.:J._Cl:_ TO. C;Tv SIANO/l.RDS & REQLJ!RE- iJIEN...TS ONLY. CITY IS NOT RESPONSIBLE ~O.R J:SIG.GLASSUM?TlO\IS A~ID ACCUR 1-----l-----1------------------l----lACY. c:wwgJe u/41$, DATE BY DESCRIPTION REVISIONS APP'D. C..C:Y ::NG DESIGNED L.c. CHECKED R.N. DATE DRAWN N . .J. DATE 9 -19-B<D IMPROVEMENT PLAN FOR ii) TRACT NO. 12209 -POINT DEL MAR AVE. ~ PRIVATE STORM DRAIN \\i ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 11 ~ OF 14 'j 4 (TYP (J I; . R34-2 /. 2 Rl7A , 11 I I . I ~~t' I FERNLEAF AVENUE CLOSED AHEAD NO RIGHT· TURN BLACK LETTERING ON ORANGE BACKGROUND LETTER SIZE= 4"MIN. I ( I I PHASE I CONSTRUCTION NOTES 0 © INSTALL TYPE m BARRICADES INSTALL SIGN. SEE !'W.A.T.C.H11 HANDBOOK OR TRAFFIC MANUAL PER DESIGNATION. PLACE AND MAINTAIN DELINEATORS AT 251 O.C. DURING HOURS OF CONSTRUCTION PLACE AND MAINTAIN DELINEATORS AT 101 O.C. 7 (~--ALLEY I / I ----------------------------------------, I 1 PHASE II '1 ( 1 I~ (1 I I 1r-:~ I I 1 \ ~ \"' I I 1 1 \ '------------------------~) '-. _✓,A C2~ / '------, , 2 J \ /I '-, -----~~~:::::::::-:/,b _ _:~--CONSTRUCT STORM DRAIN AND S:...T_:_R::_:U..:._C_:_TU::_:R.:::E:__ ________ ~~C::::::~ty"-"' "---------+-------;1 '-,....._ ~ 2 C2 ¢-I ~/ 2 C2 C3A ~ , / "-...__ ------0--------Jd'so------1 ---------- I PHASE_! ____ _) '---+-../J I.LI => z I.LI ~ FERNLEAF AVENUE " / I "" ( "-r: I I- ,,.-:::CONSTRUCT STORM DRA~N AND STRUCTURE )._ ~~C5(RT) ;i _}.__ ~c 2 __ @c1a 1 ~ \::I C3A r I.J.... - I.J.... FERNLEAF AVENUE )-.., ( I I I I I I I ::r:: Z ll=:s:cA=L=E =: 1;" ==2=0~' =--- I-- LL LL ,.,,,--------- / { I I I I PHASE m ___ . _________________ ..). ALLEY ------------------------, ~~ yc2 I __ I I \ w :::> z w ~ \ PHASEm POINT del MAR FIFTH SEA LANE AVENUE UJ ::::, z ~ AVENUE - -PHASE! ________ ) "'----------------------------"' ----LOCATION MAP AND CONSTRUCTION PHASING -------------- PHASE JI CONSTRUCTION NOTES 0 © INSTALL TYPE m BARRICADES INSTALL SIGN SEE "W.A.T.C.H" HANDBOOK OR TRAFFIC MANUAL PER DESIGNATION. FERNLEAF AVENUE PHASE m CONSTRUCTION NOTES INSTALL TYPE m BARRICADES INSTALL SIGN. SEE "WA.T.C.H," HANDBOOK OR TRAFFIC MANUAL PER DESIGNATION. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 9 AM-4 PM. FROM 4 PM TO 9 AM THE CONTRACTOR SHALL BACKFILL AND PLACE TEMPORARY ASPHALT OR PLATE THE STORM DRAIN TRENCHES IN A SAFE CONDITION AND OPEN THE ROADWAYS TO TRAFFIC. t I __ __) ALLEY CONSTRUCT STORM DRAIN, LATERALS AND CATCH BASINS. ----/ / ( GENERAL NOTES I. ALL WORK SHALL CONFORM TO STANDARDS AS SET FOURTH IN THE "WORK AREA TRAFFIC CONTROL HANDBOOK"(W.A.T.C.H)"6th EDITION (1985) ,i~I C2 2. THE CONTRACTOR SHALL POST TEMPORARY NO PARKING SIGNS 24 HOURS PRIOR TO WORK IN CONSTRUCTION AREAS. 3. ALL BARRICADES SHALL HAVE TYPE A FLASHING WARNING LIGHTS AND A TYPE N SIGN IN ADDITION TO THE SIGNS AS INDICATED PER PLAN. 4. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS THROUGH CONSTRUCTION AREAS. ,~ --, I~ + • [2)g;aA •t OPPROVED'. ~ AVE Nu E 'APPROVED FOR CONCEPT AND GOLDENROD / AOHERANCE TO CITYSTANOARDS __,,-'------P,ND REQUIREMENTS ONLY. r------=====-=====.:::::._"""T_-r'_-,-____________ l---1 plTY IS NOT RESPONSIBLE FOR 1------------------1 PLANS PREPARED BY DESIGN ASSUMPTIONS AND ·f;~z'"i' ?t":':~; _r-.-::·;/ ',.,,., ,1,,.- 1---i---+---------t---i ACCURACY. TRAFFIC CONTROL PLAN '\B ',» e. ~ 10-'Z,7,~b ~"\'-l!xrc~Rb FERN LEAF AVENUE DESIGN ENGINEER R.C.E. No. 22338 DATE • R.E. NO 22045 LICENSE EXPIRES 9/30/89 DATe:...c.c:w,;ce:.b,e.,er::._,,,Zc<,S>c,_l,:.,98"""""-----t {POINT DEL MAR) B ~ BASMACIYAN·DARNELL,INC. D 3190 C·I AIRPORT LOOP DRIVE I COSTA MESA CA. 92626 I--L___t_ __________ __1__--t;C:;:;;HE"°C"'KE"'O---ton.ATITEc---, (714) 557-5780 REVISIONS DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT • TRACT /2.2tJ9 SHEET / 2 OF /4 i I \ i I I : I' ,, I I • '" 0 er: <t > UJ ...J ::> 0 co er: ::> :r. I- cr: <1 1\ \ ' ' CONSTRUCTION NOTES 0 @) ® ® @ @ <8 ® ® @J @ [K) SNS- REMOVE EXISTING SIGN EXISTING SIGN-SEE CAL TRANS SIGN CHART FOR DESIGNATION INSTALL SIGN-SEE CAL TRANS SIGN CHART FOR DESIGNATION PAINT 4" WHITE BIKE LANE PAINT 12" WHITE LIMIT LINE PAINT DOUBLE YELLOW PAINT PAVEMENT LEGEND PAINT 4" WHITE PAINT RED CURB RELOCATE EXISTING SIGN AND MARKINGS AS REQUIRED INSTALL FIRE HYDRANT MARKER PER CITY STANDARD 902-L DENOTES PARKING SPACES 122 PROVIDED) INSTALL STREET NAME SIGN (S) PER CNB REQUIREMENTS • j ' ' I I I I RIOI 0, a -" cl;1 r,,,, 2> a p P3 .,~->- ' ' LEGEND 0 -FIRE HYDRANT 0-STREET LIGHT 9 Typ ~-----~ (ES) , j W5(R,) FH. c;, -,-,, W6(25) _,J ..\.. : EX 3 ' ~ ---..._ 0 RED CURB ----------- • / RR R30A ✓, @!-----_-~r-~~----~R30A PG P4 'Z:_._ lLJ ! ::, I < ~ ~ -_, X g EX 2/lf.R---~ EDcuRs 18 "' dOLs R W56 RR R30A @sNs 14 fJ 1,~,ct. tJ I ----....... ~_, ,,,,, __ _ 9 Typ ' I , , ' ' ' r -s -·-' J , ' EX 30' R~~ ~U~~- ---... @ i ' I W63 ) ' ➔ ; t . .; .,;i,· <i.'"'.. :-,1~ '1f- ; 0 0: <1 > UJ __.I :'.) 0 co 0: :) I I- a:: <1 t\ I \\ \ CONSTRUCTION NOTES ® ® ® ® @ @ 8 ® ® @ @ ::El SNS- REMOVE EXISTING SIGN EXISTING SIGN-SEE CALTRANS SIGN CHART FOR DESIGNATION INSTALL SIGN-SEE CAL TRANS SIGN CHART FOR DESIGNATION PAINT 4" WHITE BIKE LANE PAINT 12°' WHITE LIMIT LINE PAINT DOUBLE YELLOW PAINT PAVE'-IENT LEGENO PAINT 4" WHITE PAINT RED CURB RELOCATE EXISTING SIGN AND MARKINGS AS REQUIRED INSTALL FIRE HYDRANT MARKER PER CITY STANDARD 902-L DENOTES PARKING SPACES (22 PROVIDED) INSTALL STf,EET NAME SIGN (SJ PER CNB REQUIREMENTS I I I I \ I I \ \ \ LEGEND 0 -FIRE HYDRANT Q -STREET LIGHT ' ' • • ---...___ ---• ..._-_ <fi/W5(RT) ..__~ ---......_ __ FH C(J :c~ W6(25) --.. --~---uRs • -------..___ --- J i'M r --, 19 L ;"--> 0R28 (~) R28@---~~ r-J '6 PLANS PREPARED SY: ,.,__ R~ 40 -----c~ x-,4 • 3 15 9 Typ ' I " ,, ,, " 0 o, Cl::'' z I ' ·•-W ' .; w, o: _JI O· (.!) ;...,f ,_- CHANNELIZATION PLAN I POINT DEL MAR -..t .. ,----- 'c.c' -N N 0 .,s, • c.TYPEm LUMINAIRE HlJ.BBELL MODEL . *RCS·K40058-I, FX-PCR. STREET LIGHT STD AND FIXTURE I I . • • .. FOUNDATION ----------:'../ __ ......._ DETAIL B 0 0:::' <1 > Ul _.J => 0 (J) 0::: ::, J: l- o::: <1 ~ ~ 12~6 .. I SQ. • ' I I I 3 UJ -> UJ 0::: > 0 -0::: (J) 0 0::: <1 J: UJ 2 <;( .J ~· (/") 15 30---111 0 0::: <1 > UJ _.J => 0 (J) 15 0::: 3 => J: I- 0::: <1, ~ ~ ' 1sTA, 4+ O ' I I T1-110 C.ONDUlj MAY e,E, IS)(l<::,T1N('.:r f'E:f2.. c.t1Y OF i-(E:t,.IFbf2..T ~ f'I.AN I-Jo. 11--~-!5>. liJ => z l1J ~ z 0 - ~ z a:: <( u CONSTRUCTION NOTES GENERAL NOTES ~ 0 7 fil2 0 DJ 0 ~ FURNISH AND INSTALL A TYPE m 120/240 VOLT SERVICE 1 MEYERS TYPE MEUG-MIOOC OR APPROVED EQUAL. PER CITY STD. !!Oti-L FURNISH AND INSTALL 100 NATT HPSy LUMINAIRE AND LIGHTING STANDARD CONFORMING TO DETAIL "A'. (CITY OWNEU SYSTEM/ INSTALL 201 MAGNUFORM II, RC SERIES STREET LIGHTING STANDARD HUBBELL MODEL RCS-K40058-1, RX-PCR WITH 100 WATT HPSV LUMINAIRE, TYPE m DISTRIBUTION PATTERN. (SEE DETAIL" s"). INSTALL "31/2 PULLBOX. SEE NEWPORT BEACH STANDARD PLAN STD·204·L. INSTALL 11/4" PVC SCHEDULE 40 CONDUIT AND 3 •a CONDUCTORS PER CNB STD-204-L, STD-205-L U.TILITY POLE FURNISH. ANO INSTALL 150 WATT HPSV CUTOFF LUMINAIRE AND TYPE 11 LIGHTING STANDARD PER NEWPORT BEACH STANDARD PLAN-STD-201-L. INSTALL 11/2" SCH. 40 PVC CONDUIT AND 3 "'S CONDUCTORS TO EXISTING MULTIPLE LIGHTING SERVICE. INSTALL 3 "'S CONDUCTORS AND 2 POLE CIRCUIT BREAKER IN EXISTING MULTIPLE LIGHTING SERVICE. I. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST EDITION, AND THE CITY OF NEWPORT BEACH STANDARD SPECIAL PROVISIONS AND STANDARD DRAWING FOR PUBLIC WORKS CONSTRUCTION (1985) 2. THE CONTRACTOR SHALL COORDINATE WITH THE SOUTHERN CALIFORNIA EDISON CO. AND PAY THE NECESSARY FEES FOR SERVICE AND POWER CONNECTION SUFFICIENTLY IN ADVANCE TO ELIMINATE DELAY IN COMPLETION OF CONTRACT THE CONTRACTOR SHALL CONTACT WARD ERICSON AT (714)895-0261 A MINIMUM OF 48 HOURS PRIOR TO WORK. 3. THE CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO STARTING WORK AND SHALL TAKE ALL PRECAUTIONS TO PROTECT THEM. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF PULLBOXES, POLES AND SERVICE CABINETS IN THE FIELD. 5. ALL PULLBOXES SHALL BE •31/2 WITH THE LID LABELED "STREET LIGHT" PER CNB STD-205-L. 6. CONDUIT LOCATION TO BE PER STD. PLAN STD 101-L. 7. ALL CONDUIT SHALL BE 11/4" OR 11/2" PVC SCHEDULE 40. 8. A PULLBOX SHALL BE INSTALLED AT EACH STREET LIGHT LOCATION AND SHALL BE INSTALLED PER CNS STANDARD PLAN STD-204-L WITH GROUND ROD AS SHOWN PER DETAIL. 9. ALL STATIONING IS BASED ON CENTER LINE OF ROAD. 10. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINAIRE SHALL BE NO. 8 AWG TYPE TW COPPER PER STD 204-L 8 205-L. II. SPLICES SHALL BE MADE IN PULLBOXES BY MEANS 9F END TO END CRIMP TYPE CONNECTORS PER STO 204-L. 12. INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER CNB STD-205-L . L. -{ )- 13. CONDUIT ENDS SHALL BE SEALED PER CNB STD-204-L . 14. ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUMINAIRES, POLES ETC. USED ON THIS PROJECT SHALL BE U.L. LISTED AND APPROVED" FOR APPLICATION USED . lL.J .:) 2 ~ <::[ <::[ -...J :r:: 8 ., .. .. .,. i "' f A 0+25.01 5TH AVE r 1_ .,. ., + i "' ~ -- - ,_ .. .. ., i! .. - -• FIFTH -- .. ., .. "' i! "' . ' SEA 10 2 15. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE Aflfl) LOCAL CODES, AND CITY STANDARDS. 16. SUCCESSFUL BIDDING f:LEC"TRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS. 17. LUMINAIRES FOR TYPE I INSTALLATIONS SHALL HAVE ENCLOSED, R~GULATOR TYPE BALLASTS WIRED FOR 120V OPERATION. LANE -- ---,--r==:~ ., "' -t ., • ' UJ .:::, 2 ~ <{ ~ "' "' RAYLITE GLOBE N0.12 PRISMATIC ONE PIECE POLYCARBONATE GLOBE I.E.S. TYPE ll WITH COLLAR THAT FITS 811 CAPITAL FROM MARBELITE. 100 WATTS H.P.S., TYPE U DISTRIBUTION . II GLOBE HOLDER MARBELITE POLE iYPE NO. 500 . ~ STA 7+39.65· POINT del M \ ~ I ,? STA.1+50 gJ -2 ~ <( APPROVED: ~PPROVED FOR CONCEPT AND ADHERANCE TO CITY ST a 0 a:: 2 LLJ a .J 0 <.!) DETAIL A O+oO.oo GO .,.~ 6+25.10 FIFTLNOENRoo A.VE. --==.t.!!.!!!._4VE. - -------------------,---,---,--------------T"'""--fAND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTION r ..____ ,;\ r-('\ ACCU ~ :E_ ~ E_IO~/&lg_t/~----j-i--------r, -;;;~...rf:311~~:....____ DESIGN ENGINEER R.C.E. No. 22338 DATE PLANS PREPARED BY: LICENSE EXPIRES 9/30/89 ~ BASMACIYAN-DARNELL, INC. D 3190 C·I AIRPORT LOOP DRIVE CQSTA MESA CA. 92626 l----'---.....J... _____________ .L..._-t-;"""c;;;';;=----t-;c~=~- (714) 557 5780 DATE BY DESCRIPTION REVISIONS OAT Iv 69€<.. APP'D. 013,rn ORB'N C~CED DAT( .. D. JO >o(10 STREET LIGHT PLAN POINT DEL MAR TRACT NtJ. IZZ09 CITY OF NEWPORT BEACH PUBUt WORKS DEPARTMENT SHEET 14 OF 14 (1) ~ ~ ~ ~ ""I "'t ~~ Co ' l-; ~ ' " ~ \\ 'O ! / •• _-+- 68+00 ' ' NIIOII IJIRI: ►It➔& 1976 l»lUM 0.7 Of A MIL_E N.W. _ALONG THE.·P~.CtflC COAST tiWY. { U.S. 1 01 ALT ), FROM TH~-POST OfflCE IN CORONA DEL MAH, TO ITS" INTER6£CTJON WITH MAC ARTHUR BLVD. ; :3(i Fl .. N.E. OF TH2: CENTEFILINE Of THE BLVD., 13.3' fl. LW, Of A STAlE.' fORESTAY FJAE PftevEN110N Sl1lN; set ON r1-1t tOP OF ANO 1 FT. Pitt,OF. THE S.W. ENO OF-A CONCRETE H£ADWALL, ~ LEVEL WITH T-HE B()IJLCVAf,D. 11ft AAL et:eV. 1 !UM ., -: ! : =='=~~·s:.:.:;.-.. -.._--':'" ......... --~~--...=., .. ·".'' ''.""~~ .t 'T" -t+~--r--i: --,,· ::;-__ -:··_;_-; ·: - t 1-:_ "T -_.:-:_··---;:: - MN.... .i..•~~ ......... ,c.., ,....,.,,- (71♦)-..... : ' /~--·-,,,. I~--::..--·:::_· r~- "~<1-•. • -~-~ ii __ ~=-~r , 8E4q't IM,;;: rVltV t?#cE?' 3 ~ ,• __ . . 1 !'. I I. 3. 4. 5. (o. 7 GEtJERAL NOTE'o: A PERMIT OR APPROVED PLi>-.N I'=> REQUIRED FOR ALL WORK ON Dl5TRICT FACILITIES. IN'=>PECTION 51-\ALL BE SCHEDULED FOR ALL WoRt< 46 HR-S IN ADVANC!,:. CALL CHARLES .Me,RANE.Y AT ' (714) "'1&2-2411 • ALL WORK. 511ALL BE IN ACCORDANCE. WITH THE Dl5TRICT'i:> STANDARD REQ.UIREMENT5 FOR. THE CD"15TRUCTloN OF SANITARY SEWERS. 50FFIT5 OF CONNECTING .LATERA.LS OR. STUBS 51-\ALL MATCH SOFFIT5 OF Dl'=>TRIC.T TRUNK =,E.W E.R.. CONNECTION TO • STU e, DOES NOT CORE DR\LLI NG, EX15T1NG MANHOLE WI-IE.RE E.Xl!::>T SHALL BE DONE e,y WORK NOT DONE. IN THE. PRE.5E.NCE. OF Tl-IE D1=:>TRIC.T'=> IN5PECTOR. I'=> SUBJECT TO RE.JEC.TlON. TIE -INS TO l"XISTING Bl=CTWE:EN 12:00 AM 5~1=:R TO e>E MADE. AND 5·.00 AM, CONSTRUCTION NOTES: G)--CONSTRl,JCT' 15 '1 V'CP s-eNE.R. r,;,.. CON'oT!aJCT' MAJ-IHC>LE. pe;J<t Di'&TRfC.T STD. NO. '5-25~1 ~a.a" D!Alv1EoTE.R ("A"= i:.¢'1).W/'71-1 POLYU~ETHANE:. • -· • COATING IN LIE.LI OF F.v.C. "T" LOC..K LINE:!<'. . @-Ret-AOVE l~~li:RING R:>R.T10NS Of Plf'll:, f"ILL.. -WliJ4 ~P€-L.URR.Y ANO P1-LJ6 ENDS INITH CONG~ PL.Uf;, @-coJE:E DRILL> MOOIFY 136.<:>E ' AND POL'(URE'.TI-IANE.. ;::oATI NG, 6" '=>!::WE.~ fNLET INTO EXl'!?>TlN6 MANHOLE. , @-ADJU<ST MW RIM TO 6KADE. @-RE.MOVE. EXl~TIN6 t-11ANI-/OL!c. NOi PA2T OF THIS PRO;)ECT COUNTY .SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 I EA I EA 2 j:A; COAST HIGHWAY TRUNK SEWER RELOCATION AT MACARTHUR BLVD. ' '' & -----~---------it----+-- c .. -,l £nK1n,·,·", • L.i,hl Surs ,·zfL/ s& '7-l..f;. -. - ALAN R. SHORT OATE NO. DESCRIPTION APPROVED DATE R.C.E. 30871!.. EXPIRES IIAR,1988 . REVISIONS OE.SIGNED BY FI.W CHECKED B-Y Fl.IN ____ _i ' I . ) I I I I