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HomeMy WebLinkAboutR_5059_SADAMS A\IE CITY Of COSTA MESA VICTORIA 'CIT ·· ,-'1 DIS OSAL ~, I SIT 19!!!. VICINITY MAP GFIAPH!C $CALE IN MILES OIIANGE COAST . COtLEGC ST BASIS OF BEARINGS BAKER AVE. -· .. . . :OlfAN~E COI/N THE. 13EAl21NG OF .. TI-IE. S'LY BOUNPAE.'Y LINE Of TRACI:'. NE ·4-4-00 , BEINci N SG:.0 -24' 30" W, AS SHOWN ON A MAP OF Tl?ACI:'.'. NE 4-400 eECOl2DED IN BOOK IG'Z., PA~ES ?..0 TO ZJo INCLUSIVE., OF .MISCELLANEOUS MAPS. lcEC012DS OF 012.ANGE:.COUNTY, CAUFOENfA. . v c.'"'~ • -\ Cb~ I I t • Y OF P0R.T.- ACH I I N .. :·PM:,~,c--. '·jJ_v::.... __ .'"· PAltK . . ,,,,. , ', ' .. ~ voq, t .....-----"l-4 ---------• ~-~ 0 6'.---~ • ~ ~ ~~t:--5 C'; ~ •. -:l c;..----:...--- c--------- .......--1 r: .... r ~';;;. -- CONSTRUCTION PLANS FOR ,'.', THE IMPROVEMENT OF INDEX ' SEASHORE DRIVE SHEET DESCRIPTION TITLE. SHEET (55 th STREET TO ORANGE STREET) IN THE CITY OF NEWPORT BEACH -ORANGE COUNTY, CALIFORNIA NO. I. 2. 3. 4. 5. 6. 7. GENERAL BENCH MARK I. ;ALL STATIONING REFERS TO $Tl2EET ¢:_ AS SHOWN ON PLANS. i 2-.. THE E.XISTINEi MONUMENT AT THE { INT. OF • SE.ASH012E Dli?. E OR:ANGE ST. (SAID MONU-,. MENT LISTED AS BE.NCI-I MA.R.k: I-IE.REON). SMALL BE. REFEEENCE.D SUCM THAT IF OISTU!aSE.D THE. EXACT E.LE.VATIONS HEIZEIN CAN BE. MAINTAINED Tl,IIZOUG.1-1-0UT CONSTIZUCTION AND MONUMENT..CAN. ~E RESET • ' 3. A.LL CUl2B DA.Tf:.. 12EFEl2S TO FA.CE OF CURB. ' 4. ALL UNPE.RGl20UND WOl2k: SHALL BE COMPLETED P12.IOl2 TO PAVII\JG OF ST12EETS. 5. THE. FfGURl:S SHOWN ON Tl-IE. Al:RIAL PHOTO DENOTE. THE LOCATION AND APPROXIMATE SQ. FOOTAGE OF EXISTING, CONC. DRIVEWAY APPROACHE<S AND CONC.SLAB'!. S'LY OF Tl-IE S'LY CURB TO BE REMOVED AND REPLACED BY THE CONTRACTOR. SYMBOLS F.J"-... EXISTING FIRE. HYDRANT w,,v.. ...... EJ(ISTING WATER VALVE P.g .... · ·ElllSTINC, POWER POLE ------EXISTING, WATER LINE S.L. a0 ..... Ell.lSTING.. STREE:T Ll'=il-/T AND PULL BOX ----... EXISTING, STl2EET LIG,1-lT C.ONDUl"T .z ~-.. EXISTINIS ELEVATION ,._IJ_,'y . ;t: ...... PROPOSED ELEVATION C IT'f OF NEWPORT BEACH MONUMENT AT CENTEl2.LINE INTE12.SEC.TION OF 012/l.N<=.E ST. AND SEASl-lOlcE Dl2. ELEVATlON " 9. 82.., U.S.C.. $ "'i. S. AND NE.W CITY DATUM. PLAN$ PROFILE ,54!!! ST. TO 58'!!! ST. PLAN El PROFILE, 59 i.!:1 ST. TO PROSPECT ST. PLAN E! PR.OFILE, CEDAR ST. TO ORANGE. ST. PLAN ~ PROFILE-ORANGE ST. I; STORM DRAIN. TYPICAL SECTIONS E; MISC.. DE.TA.ILS STORM DRAIN DETAILS NOTES G. DUST '=>HALL BE. CONTl20LLED TO THE SATISFACTION OF-THE. CITY. T DWG. NO. STD. -1o•t-L (T'<PICII.L) DENOTES CITY OF NE.WPORT BEACH STAr-lDARD DRAWING,. 8 .. 2"X<o'' REDWOOD HEADE.12 SHALL BE-PLACED AT ALL EXPOSED EDGES oi: PAV'MT AS SHOWN ON PLII.NS. 't E.l\.lSTING IJNDE126ROUNO UT\LITIE.S ARE S\.IOWN AS PER AVAILABLE Jac.COR.DS', Tl-IE CONTR.f>.C.TO~ SI-IA.LL BE RE.':>PONSIBLE. FOR. VE.RIFYfNG, THE. ACTUt>.L LOCt>..TlON AND ELE.VATION IN ii-le PIE.LO. ID. BUILDINGS SHOWN ON THE. AERIAL PflOTO AS WITHIN. THE CONSTRUCTION ·AREA; POWER ANO ••• TE.LEP/.IONE • POLE~ GAS ME'TEIZs' AND.SE.!<VIC[:S FOIZ THESE UTILI I IE<; OBSTRUC.TIN/:i_THE WORK WILL BE. RE.LDCA.TE:D BY OTHE.'5. 11. AT ALL POINTS WHERE THE. A.C. DIKE MEE.TS.THE CONC. CUR.B THE DIKE TRANSIT.ION LENGTH FOR. CONFOl<MITY '&HALL BE. 10 L.F. ABBREVIATIONS T. f? .. TOP OF PAV'MT T. B ... ··TOP OF BER.M T.W. .. TOP OF WALL T.C ... TOP OF CU£B E.f? .... E.DGE. OF PA.V'MT C.f> CUR.B FACE F.L·; FLOW LINE IN\/. INVERT G.B: "<=!RADE BREAK. ~-~ ~~ ~ LOCATION PLAN ~-s,~ ~ <5 400 0 400 - ----GRAPHIC SCALE IN FEET 800 PREPARED BY DONALD C: SIMPSON CONSUL TING CIVIL ENGINEER 3345 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA '12660 OR !!-1431 :f 9-e-u .,;e.E "'""-,;.T.,. 4-"i ~ P.c ~E; ~;::;; 4 +2 .,· I--R-'EV-1....,SI-ON-+-D-A-TE-j---''-'-'-. -DE-S=C-RI-PT-IO~N~---1-A-G-EN_C_Y+-IN-IT-IA-L-I DONALD C. SIMPSON,fi.E.10595 II AS BU.ILT II A sT. P BLIC WORKS DIRECTOR R.E. N0.12801, DRAWN COLES DATE S'-2£.(. CHECKED>,(£&.:21 SCALE NOTED PLAN 8 PROFILE • FOR THE IMPROVEMENT OF SEASHORE DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO, R-5059-S SHEET 1, OF 7 ' ; ,.,....,,c.~~ ---• i I . I ' I ( ,, i i i i I l/\ ' .\ tl)I I-' :c l/l UJ UJ l/l I ! 1'15 S.F. • R/W---. T,?,-.. • :-4; ~ -R/W :IS S.F. 45-s:F.·-- 150 S.le ... \ <!J' ~ . z ll'1 N llJ ~ ~ 0 IJ'?~ "'1i:r. f') IU ct 10 . IC) ,_ - . ---- 2 ~ 1, IIOS.F. 12S S.F. =---=-==---=--~ ---•• ----,---------- ~ ~s•t~5~W ~ 0-r.-. IO --• --7~-=--=-7:~;.+=(:51!,:,0;-,_-:--=-:::;;E.:;;X-:-;IS;;;T;::-::;s:-;:,l~-:-f;'._:;E~,-;¼;:'\:!.'::::::=;::~:;'•::-.,_ T;:-::--;a;:":-;C:-;;~;:::·,:;::';';'-:;:";'~n~,,:;::_,,-=~=-=-_,,.0 . "'"-~ "W.V. H. 2 58 o .' 11' F.I~' Ill o TYPICAL RETUR' 0 • 0 • ti= e,0°00·00" DATA q I I I O ~ lac = 5 .00' ~. lll.·r441s· ,.,,. 1 :f. ro_.. L = 7. es· •• •-T. ~ 5.01' .< + o. + :::;; .. ,;, <O uJ 00 58™ STREET 5 7 .. , ,, · .. , f.: u :,, ~ II' c:. .. , . PHOTO SCALE: I": 40" (:!:) 3 • · IS' IS' . 1.9 t:,/. g ml I I i tr> . ' .j. (.) q-u.i 5G:,TH STREET PLAN SCALE: 1"=40' ... ·--•, .. 5 5 IS' IS' 55TH STREET , .. ·.·:- N S<o" 2.4' 30·:w 54 m ~..i >c ~ _ 9 ur8 '7 :\ , G 5 4 zie '3 2 1 12 CONSTRUCTION tJOTE$ CD CONST. 3" A.C. PAV'MT OVER 4-" AC:iEt. BASE.. ® CONST. MODIF'IED TYPE •'a" CURB. ® CONST. TYPE •·s•· ClJR'.B © CONST. Co' A. C. DIKE ® © CONST. TYPE 'A"' CUl<'.B ~ G,UTTE12. INSTALL 2"X<c," R.E.DWOOD HEADER. PROFILE H0RZ.: l":a 40' -VERT.: l"= 4' PREPARED BY DONALD C. SIMPSON CONSUL TING CIVIL ENGINEER lHS NEWPORT BOULEVARO NEWPORT BEACH, CALIFORNIA 92660 OR ~-1431 1-'=i,,___ '--fl:.:2...:•l:_?·:.:l,::.l,+=c:.:U:_::R::B:_:l:_:111 L:::li:_•:__:::_R::_EL0::::_:° C:::A:_:T'._'.l_::0.:_:IJ __ +~-"i::~:,~,;!c.o_N_(__:o:.:_· S=.c::.:_·_( aE:ll d ; ~ ~ REVISION DATE DESCRIPTION AGENCY INITIAL DONALD C. SIMPSON, fi.E. 10595 11 AS BUILT 61 RECOMMENDED~ ~-. /, ~au.. ASST. PUBLIC WORKS DIRECTOR R.E. No/28011, DRAWN 'COLES DATE S"·2t'·t't: CHECKEnA'M SCALE NOTED .,. ;-:--·=· -inn..--~ •••• ....,....... • r• 1:' ' ! ' it 0 . ' r· .· . ..--" tfoS~ . , .. ... ~ 0 N 2 53 ""11 LJI -a 'SI" i ·---! ---1 ~-- 1. ... . SEASHOl:lE DRIVE IMPROVEMENT PLAN 8i PROFILE R/w R/W 12 10 8 12 JO 8 12 10 SEASHORE .DRIVE, 54TH ST. TO 58TH ST CITY OF NEWPORT BEACH PUBLIC. WORKS DEPARTMENT D~AWING NO. R-5059-S i ' ' ' i ' ' I ' l -··~-. ~ .' , .f : l· ( ' ' ' 1 : l i ' .l 1 . i j I \ . i I .. ' I I I '!, i . .I (/ "· 135 S.F. r •. • ™-; ' ' ,.,,,,~. ' ., fl RI w --.;;, t\ i..; ,I. b ::c 't_. st If) ILJ -~ ILJ - -.. io . --(U --er. "' R I , __ "<n! c) 7 C 20 11. -,--- • 10 • -8 . 12.. ... 10 8 /2 10 --- 8 ·:-~ ... J. 144 s:F. • ,-: 2 Lil '1jl b 1') o· 0 IO . I') 0 • "' I() -+ ,., co 2 S.L. PROSPECT. STREET 19 O· (71 (jl J IJ'l ..... SEASHORE 18 C0NSTl2UCTION NOTES .. 11 240 S.F. ' ~{~,),' .:.:-\~_ .. ~;·;::, .: • :'·•. ,. ·; •. ·, 5.L. TOP EXISi., (i," CUl26 - 4 16 1--- PHOTO SCALE: I" =40' (:!:) PLAN SCALE: I"• 40'. 15 PROFILE HORZ:.: T'. = 40· CONST. 3'" A.C. PAV' MT OYE/2 4" AGE,. BASE. CONST. MODIFlE.0 TYPE•'s•i CUR'.B CONST. TYPE. ·•e,, CURB .. (I) CONST. <o" A.C. WATER MAIN AND .'l" ... _ C_oNNE.CTION PER DETAIL 'SHT. '(;, • • VE.RT. :: . J" =_4'. .. CONST. lo' A.C. DlK.E : INSTALL '2" X <cJ' REDWOOD HE.A..DEl2 . A.C. R.E.'.:,Ul2FACINE, A.~ ,NE.CE5S,C,.12Y ., .,,,. f, 0 14 I- REVISION DATE DESCRIPTION II AS BUILT II ~:: • ®' • . ! If' II' ~ 0 ~ ·~, ,8 '9 . . ,i-w I l'<I' •• ·t~ 1 _,. ~ 16' I • t ~,., ~w c-Ja:i <oOTH STREET 13 -t-----__;__ - ;.:· ···' 12 /'; ' _, .. ;• L .. --·--·---- -©' ✓f. -~:; l •. • 5 '3 ,., .. ··- O /TOP El\\' T. ~ 0 lo . n '9 5'3TH STREET. \9 Ill _, +, ,~ ~ LU ::: I 0J "'- 0 ..... (' ----.-• " """ ~ -- @ -.... : ... -~ 58 i 0 r -r--- R /W - J. .. --R/W ' • ,/ :: .··; 12 10 8 12 10 8 0.'25% NI I-" J: (/) Ill ILi <I) ,_; ____ ,__ - - - -f----._,___ --t--+----- 12. 10 PREPARED BY DONALD C. SIMPSON CONSUL TING ClV!L ENGINEER 334S NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 OR ~-1431 R4?eJ APPROVED ~~u ASS7;1JBUc WORKS DIRECTOR R.E. No.lZ806 DRAWN COLES DATE !,-2£-(C II! ,j- 0 -P ui..: . 8 ;-"; ' I L, L..,lJ._.J ___ J SEAS RE DRIVE IMPRO MEN PLAN 8 PROFILE SEASHORE DRIVE 59 TH ST TO PROSPECT St DRAWING NO. AGENCY INITIAL ,R.E.1O595 SCALE NOTED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5059-S SHEET 3 Oi:'. .• 7 __ _ ~ I ~ V\ ~ <.a C) Q V) ;..,, "" ---0 I l1' i . ' i ! • 12 10 12. ' i ' IOO"l. 50 '3.F. ' ... -:::.·-_ -· = " --.. I I J· ·. ~~~~.-:f;; ,~-\~ _· . .:: '. .. : . :,:·.;:: ~-.,:,. •' -:·: . ..... i .ii; __ .:,' 31 / R/W C.OA'oT HWY. -, SEE /_/_ -'\ Sl-lT.--2.. t,.. lfl r--' (X) II! '4-.• er u. N 11.J rt DATA I j-_A• ':lo0 00·00--, R• c&.oo· T • 6.00', L= 9.4'2.' I-' ( SEASHORE ! ! ~ I 'I "" I I , I i;;_-i--Jo I 1 ~ N'LY RE.TUR.N DATA, . ,_ ORA.N§E. 'o.TR.E.E.T f ~ 0 1 Lfl • 11 = '30°00·00---, f J •z* i ~~ R = '20.00' N Ill L • :31. 4'2., '25' 25j gj T' • '2.0.00' ~':":::----+,,,-!:.::.J.,--1-·7 ft! DATA A= go•oo·oo", R•6.oo· T'•to.oo ', L: 9.4'2.' --S.L. - - ---------------- H r-. in r-' r-' + ~ ~ :if ORAt\JGE .. STREE.T 30 '"'I I S'LY RETUl2N DATA, ORANGE ST.f!EET A= 90• oo·oo·· 12 = 10.00· L=l5.i/' T = 10.00' CONSTRUCTION NOTES Q) C0I\/ST. 3" A.C. PAV'MT OVER 4" AGG. BASE -------------0 C.0NST.-MOblFIED TYPE ·•s,. CIJl2B. © CONST. TYPE ·•a,. CUl2B .. 0 CONST.-(o'' .A.C. DIKE.: G) A.C. RESU~FACING, AS NECESSARY 28 ; j' I 1 1/ E. f t-t I~• i WATTe.R Li JI! l'5' IS' !!! ti. + cJ 1:i ai COLTON STREET 27 ..... ' ULTIMATE CURB LINE , TYPICAL ,.---TOP / /' ® .CONST. ~· A.G. WATER MAIN AND 2" -----CONNE<:--TION PER DETAll::""SHT. 6 -. ' lN~TALL 10' SARRICADE el W '21 R ON SEPARATE POST. 2. PO<:>TS . 8' ON CE.NTER'<i>. SEE STV. DWGj. N0,112-L ®-iNSTALL -, 5' BAIZ/<ICAOE:-.E; w. ZIR -_ __:,-C)N '5'E.PAR"A.iE POST. .: ... 2. PoSTs :::-.:.SEE :STD. ow;;,. N0.1(2-L . PHOTO SCALE: I" : 40'(±) PLAN SCALE: ("-. 40' PROFILE HORt..: I": 40' VERT. : l"·=-4' ! In rJI -I-Ill , N' 0 4 25 0 2 ,n REVISION DATE II AS BUILT II DATA -------------- 24 _?TOP EX1'5 -. <,," CURB _£__ ---- DESCRIPTION AGENCY INITIAL ul ..II I-1 \'!, DR\VE 2 Ill' : _:;ib 1::J,l-,t 5.00 P.U, EASE.l,fT,PE:l?.TR.-4_4-00 co -+ ~ t-1, 0 !" ' , ! CONSTRUCT A.C •• ~ ~ ; , ' .ORAINAC:iE.APROI'!-, • -0 0 , , • SEE DETAIL-SI-IT. .J_ :; ~ : \' u cO ~2 23. PREPARED BY DONALD C. SIMPSON CONSUL TING CIV!L ENGINEER 3345 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 OR!l-1431 ···: D 22 RECOMMENDED c?Z/::rv~ A~ )1# ~d./~- ASST, PUBLIC WORKS DIRECTOR • R.E. NO 12.11()4, DRAWN COLES DATE S'-U-,.- CHECKE~ SCALE:No.:rw ... -- S.\... I I -1--- t: ,lfOI, •· ·,o J°EI' -. , I I' I II I i-,---,-....,1 I ,-----1: l ' --+ U ,;;' I 1:>' ;;:iui CEDAR STREET 0 Oo ;;-i cri - C • t _) ' ' u 12. 10 8 SEASHORE DRIVE IMPROVEMENT PLAN a PROFILE SEASHORE DRIVE ORANGE St TO CEDAR· St ~ 1-· :i: (/l Lil UJ (/) • ' i CITY OF: NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5059-S '' ' I •• 1; I· ' '. ' I l SEASHORE R/W t STORM G 2. \ CONSTRUCT 171.18' OF 21" I.D. RC.P. , ·-• 2.+08.82 ¢. 48" I.P. M.H PER DW<S. NO. STD. -405-L &1a1 DRAIN· PLAN 2 TOP NE G:i' A .C. BERM DR\VE 1 f!/W 10 'II AS 1-- t I NEW PRESS Ul<E _ . · 4 NSITIVe DETECTOR ORANC.l: ST. DETECTOR-OE TAIL SCALE: \"• 10• BUILT II R/W 10 8 8 STREET --~ I I ! --... Ir TRANSITION UJ 0:: I 0 :::z: (/1 <( LU V>, + N o· 11<) 11 + Li>-' >< i: UJ 0,UJ~ ~ 1'l a D:: 0:: w 2 w '-~-~,.. uJ ID n:: ~ uO "'2 t-0 "' li:i'" ➔ r-<( 0 Q ill + 0 io -PLAN . = SCALE' I" 40' W'LY .., ~x I!' g tn! I L,;..J ~o !!! " X f- UJ z 0 ~~--;':> u & ., ~ 0 JOU'/ EX 1ST. A.C.PAV'MT ~ ' st.\ I X o-.J 0 ~:== O IO I -< UI .... ,;,i"l2 u.o ·o I!'"' q:U •• (fig "' :ot O O ;i: >-' ,-,-. -i;: 0 0 ---"' 2 "' :;1 ;g:o o Di" ;c e "' ;:; 0 O'I "' UJ -~ X ~ II 11; "' en -fl! <l 111 . 00 i<r ... Wll£ oJ :.1· ~ :,'.2 ;z uJ 'O -ctl oi TOP NEW ~1 o~ CURB J " "'"' UJ w~ Q Ill ltl ... +t u . d) / ,-' ;;; 00 -I-' u Z --,-IX) :E - ;...,-,--. -I I-' "" + >tUJ· + -..,._ .._., -0 uJ Ill 0 -- " ,, -TO 8" C.F AROUNI I-~ I 2.00% -c: TOP. EX. SERM RETURN WITH .... TYPE "B" CURB N . "" Ill a-u· . .J Wu.: 8 ~ •· Ill'". " -1-U ;_j 010 II.: ---..... >( w . .J u: I'--' I'-2 \0 --~c IX) HORZ.: I" = 40' - --VERT.:-·1"·=-4-' __ _ CONSTRUCTION NOTES i-.- l;.X. F.L. CONST. 3" A.G. PAV'MT OYEl2 4!' AG<=.. BASE CONST. TYPE ''8" CUl28 ONLY CONST. TYPE. ''A• CURB _it; GiUTTE.I< (B" C. F.) ): J :::c: ID ::c NOTE: ~Tl-!E CONTRACTOR SHALL LOWER AND RELOCATE THE EXIST. PRESSURE_SENSlT/YE DETECTOR AND E.l\lST. :PULL _BOX AT .. STA.0+.3.~.S .IN AC.C.ORDANCE WITH .THE CALIF. -DIV.OF ,HWY'S STO:~DE.TAII.: ES·3B01 _AND:::PLACE. 'NEW_OE.TE.C.TOR .PER: 12 -PE.iAIL 14E:l<EON. -- 8 6 12 10 8 lo 12. 10 8 lo ' ~ ,-~, . I I : I I I i I I i f ' CONST. GLl/v'IDE X ~· THICK' STD. P.C.C.SIDEWALK. DRAWN COLES DATE !:-U·U INITIAL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5059-S SHEET 5 OF 7 i ' I ; I. , I I I I 1: ,j ·1 ' ,. i I t ~ ~ "'ti. '\) ~ ( ~ V\ ----0 I V) UJ > ~I D Ill Ol 0 :r '!l: :X 1 SET VALVE COVEl2 ~ FRAME TO EiJ2ADE PEJ2 DWC:i. STD. -.501-.. L""'·. REPLACE-IF NEC. . _ \ VARlES ~ ~JI I I I I 18 " I Ml T- l I EXISTING VALVE--"/,_l l~ ~RE[OCATED FIRE.' ~H'i'DRANT HE'.-IGl-lT TO ·cwRB VA.!<lES HYDRANT HYDRANT I LOCATION S.E. COl<!NER 58.!.!:!. $Tl2EET S.E. CO!cNER <al~ STl2EE.T s.e. COl?\\IER CEDAR. ST ~===, S.E. CORNER ORANGE ST NOTE: . RELOCATION TABLE ''· ESTIMATED ESTIMATED A .C. P. SPOOL(l.F.) BEND (DEGREE.s) . ; '5 4-S" --, 5 4r;o 12 45" £. ~ ~ 12. 450_ • , ~ ~-t ~?-:,:$==$~ .)\~;l __ i_-'-1.]__JW-I .. CONCRETE. ANCHOR BLOCK RE.LOCATED-HYORA.NTS SHALl.:-BE-PLACEO //1 :X,sTING i_\l ·-t:. .. -~-· ½MAIN LINE --\_ I 2~ so. I BEI-IINO THE. CURBAT'THE. BE.G\NN\NGi 01= Tl-IE 1:::E.TURN ON SEASHORE DRIVE .• -. IN ACCOROANCE fr/lTl-l T\-\E. CITY OF NEWPORT BEACH STD. SPEC'S ~ DW~.NO. ":>T0.-501-.L. EXACT LOCATION SHALL 13E SUBJECT TO APPROVAL BY Tl-lE ENGINEER. HYDRANT PLACE <a' A.C. SPOOL AS NEC. WHEl<!E REQUIR.E.D INSTALL r,,·• ELL. E1 CONC. THUST BLOCK. SEE. TABLE HEl2EON. FOR MAIN LINE LOCATION SEE PLANS~ t71 SEA'SHORE OR. = --.. PLACE TAPPING; ?'. -i.=cuT l:l PLUG EXIST. 2"GALV, SLEEVE 1; G,A TE/ . 11 WATER AT Ml>.\N t.\NE. VALVE PER <;PEC'S II RE.MOVE Tl-I IS. PORTION ~ DW6. N2 STD-~ * OR PLUG, EACH END 501-L NEW lo' A.C.P. WATE.R. . ,._, S'LY CURB LINE. RELOCATION. DETAIL MAl<E 2."CONNEC.TIONl:::'.l_, EC.R. WITH DOUBLE SERVICEii-1 • S'LY R/W UT €i PLACE '2" II , G,AJ...Y. '300 E.LL. NO SCALE CLAMP. PLACE 2." i-½~ C.ORP. STOP l DEAD END MAIN W/ME.CH. JOINT CAP'!:, -4-1-IE, BLPCaa. PAPER AG,AIN':.T CONC. THRUST BLOC!< II I LOCATION VARIES --Ii SEE Pl.:AN 11,-~_T.Yf'fCAL,SEE PLAN FOR WHICH SIDE OF STREET NEW WATER LINE SJ.IAU. SE PLACED. II 6 A.C. WATER LINE CONNECTION SCALE: r· • 10' J'-0" lS' -0" W 1'E.LOCATED ME. TEie AND 60)1. -:- f--~~~~i-------------=-=--==--------------------',> I----Vc..:A--'R::..:.l-'--E_S_-_S..c-=E=E--'-N'-O-'Tc...:E::.;S=--------1 ~ UI ~ MODIFIED '!<TYPE 11Ba CURB B'< CONTl?ACTOR JOIN ____ EXIST. NE.W MODIFIED TYPE ,.B,, CURB WATER METER RELOCATION DETAIL ------- NO SCALE. ME.TER NOTES VAR\E:S SEE PLAN . I. ALL METERS ARE. CU/ce'E.NTLY LOCA:TE.D • FROM 5' TO ti' SOUTH OF Tl-IE 4:, OF SEA<;,HOR.E. PR.\VE . 0 :I: I \('I <f UJ (/1 •••• ··=·=2=ANY.EXISTINGi-lllON-COPPEI<' SERVICES SHALL BE REPLACED WITH COPPER 13'( THE CONTR.P-CTOR, . •.3_ ALL METER BOXES SUBJECT TO TRAFFIC LOADING WILL RE.QUIRE C.I. TRAFFIC COVEF<'S. MAIN 4: THE SAID RELOCATIONS SHALL BE. DONE ·AS PER THE ABOVE.-DETAIL AND IN ACCORDANCE WITH THE CITY OF NEwpogT BEACH STD. SPE.C'S z; DWG. NO. STD.-'503-L _ * TYPE 0B" CL/RB -CITY Of NEWPORT BEACH DW6 .NO. STP.-10'2.·L 3" I '"'7770:\ '?777'--' ~ BACK FILL TO TOP OF BElcM TACK COAT. __ 31 'I !lt! 7' (i:,' 11)1 z J ~ 1:.1 5' ,() ~<;, ~f',i. -= ~ // (/'/I / NOTE: 1.1' OEPRE."!>S CURB AT DRIVE EI\ITRAI\ICES WHERE NEC. TO MAINTAIN FALL FROM EXISTINC:i GARAGE SLAB. ... 5.0.00' 25' 18' VA I? I E'::o ....__ CONST 3" A.C. OVER 4' A.B. WITH _ ___, SC-'2.SO PRIME COAT '----CONST. TYPE ·;c.:· .. CURB ,; GiUTTER PER CITY---~ OF NEWPOET BEACH DW<=i. NO. STD-10'2.-L' CONST. STANDARD P.C.C .. SIDEWALK ,4" THICK----~ TYPICAL SECTION ORANGE STREET 40.00' 'lO' 'Z.0' 11' X-'SLOPE. VARIES SEE.. PLAN El l='ROFltE CONST <o' XG" A.C. BEPJv1, SEE DETAIL----... CONST. MODIFIED TYPE "ei" C.Uf2.B, SEE DETAIL CONST. 3" A.G. OYER 4" A.B. WITH '5C-2.50 PRIME COAT EXTE.ND PAV'MT. e; BASE TO OUTSIDE EDGE OF BERM TYPICAL SECTION SEASHORE 0 DRIVE TRANSITION TO (o' CURB FACE IN 2·-r,;· ---. --------b - • I I.() TYPICAL RETURN TRANSITION NO SCALE 7' SLOPE I~•: l'-0'' / ~:•.•,o.••-..'·.=!" :'.''t'•·,··.1-,.: w z I-' 't '3' w 2 ,-J ~ ' [l,I ~ .z I • PREPARED BY RECOMMENDED ~~ SEASHORE-DRIVE.-IMPROVEMENT DONALD C. SIMPSON ' CONSUL TING CIVIL ENGINEER TYPICAL MISC. SECTIONS a DETAILS 4tMPiON EN,GINEER-: -• • . DRAWN COLE.<;; DATE_,.; u .•• .-...-i~.,-'1-_s_-_'-'--1-t>e._1.._&._r_e_,.,_....-_u_12:_a._N_,_4_,_L_U_GoN_IA_i--""'-~N="'~· -i--P_._c-i 1• i:.,;'hf$,-;,:,:~-~~g,t://#_;¼.;~~,zw~·=~~~-::::-::.-J!----':?i,1-----1 REVISION DATE DESCRIPTION AGENCY INITIAL DONALD C. SIMPSON, .E. 10595 CHECKED,<U SCALE-NO'l'EO _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5059-S • II AS BUILT // SHEET~6-0E 7 I I ' i ' ' I IA :'.\ :"I " G 1' "3 ~ l ~ '-1) ~ I l/\ 1,;; ' / 4'' A.C. PAV'MT OVER__.:.,," COMPACTED NATIVE SUBGRADE. SECTION A-A t ~ y _..----r-4" A.C. APROtJ I/,/) ;(d N'LY ___ -'f',-+---------1'""""....,_..__...,._,,...,.._R~/W LINE Qj A <a" X(o" A.C. 6ElcM -_ _,. 0.'l0%,,.. • I /. <,;' AAOIUS .) I I A l •• ec;·x'-" A .C. •I') BERM ...,___I ,,. 0.38% DRAINAGE ,APRON . AT STA. 2 2+ 84 SCALE : 1/t" = 1·-0· 8" '2.'-0" 8" l'-0" 8" I ;• * 4 BAes (oJ t,;· o.c. BOTH WAYS '°" 4 @l 1'2:' o.c. '," CURB FACE BOTH WAYS 8" t - <,,-# <a BAl?S, TOP ii; BOTrOM . 0 _, I'> * NOTE'. FOl2 C.ATC.1-1 BASIN BULB A.N<:iLE. INLET SEE. CIT'( OF NE.WPOR. T BEACH DWG,.NO.STD.-'302-L -. .:.-}~ ----':t:i 4 (@ 11." 0. C. BOTl-4 WAYS ?../" I. D. ·g .C.P. STORM Dl?.AIN ALL STEEL SI-IALL BE 'l." M.IN. CLEAR OF ALL ED<ciE.S. *o BAR. TI-\ROU~/-1 OUT, AS:SHOWN ---t- SEC.TION • B-B a·-o•·- ""4 BAl<'S (6) I '2." o.c. TOP.ELBOTTOM-·\_:~ ' ~. II I 8" t -· ' I '3" CURB .. FACE'. <O 0 . I .I N N i.9 .. .. ' '2. ·-8" '3/8" M.B. ,GAL\/. EMBEDDE.D 4" IN CONC. W/'30° BEND FOR. SIDE Gli!ATE SUFPOli!T. '9Cc===F=!~~1~~~· ~=:l x. ,.. G1covE, soTH s10E'5 : Tx. I" X '2." DEE.P 6200VE -i ALL ROUND TOP FOR E,RATE SEAT. . ·SECTION B-8 NUTE! l'l-t:' DIA. WASH Ee, GiA LV. • A ,;..," 1.: o" # A-'2.010 oe APP. E (o" 2.--'2.1,.," X 21a" $TD. CAST I. ( G,gATES ALHAMBRA FDY. QUAL. '2.'-o" CLEAR. OPENING CLEAe OPE.NINE, r I\JOTCH l<E'.D NL LEAR, . : tt, 3 BA12. CENTE 7, ~ IN WALL, ~lcOUND -, / 1 PIPE, W/1 MIN. C B/ 1ALL ED6ES 1---~-, / 0 _, . N 2.r r.o. 12 .C.P. ,_ L.---,__ ~'---. \9 " I n //1///////F//.I/ 'IFFF/j//F t I• . + I t--,1 I I I I I I I I •' ' I I I ' I I I I ~ I r I ' 1 -e:_ ' ____ __; , ~ 3 BA12,A~ ' ---~ V \ -/---- (21" I. D. 12. C.P. !ONTO ·TRANSIT CURB FA CE IN t,;· 10· ~ . -. • 1· • 'f• • • • • ·..l;-'.j-', • ~/' • • • P_· ;,,,o· ,·. ~-... . --~ ....... r :::.,:..-.. 0 ••• ,. <j •".. . , • •• -,t:,. ,,_. • • • ,. • • • if: . . ' .....,-,, .•. ',6 . ' -::r--~ . ? '. 1: • .!I, . ·j . \!I (_TRA NSITIOl\l TO C'D" c.uga F-ACE. W/TYPE "A' CONC. CUEB TEl2 PER DWC,. NO. STD.- SEE PLAN ROUND A - PLAN ( {:.ONC. INLET 5TR.UC T. A b • 17 ·, • ·' :;.r.·: ~-~··. _, \0 <N . , . -: 3" RADIUS ·:•.:-.·--•.• •_·:· '. ! • :-. ; -. ........ : . ·.: • ,. .. : ' • .. 4 ci I T O..· . ~ . , ,-j I • "? : (,) I ,'l>/~ :s=J?~: OJ.' iY l N I ~-. . -,, , • ' : l'., .. •, . . : p •. : __ .. '. •• -~ -·-.. • < :,,•:: •,•k• ,: ':•: ,•;:: •:••: . ~ -. .. p ' .. -~ ~ . ' 1·.4, " " • -~· • -·• . ·~ •·· .. .~ -' C, • .. .. , •' .. j,t, 4 @) l'l" o.c. BOTH WAYS SECTION A-A B 8" 8'-0" 8" ·' N I· . .. . L l: I i. qi -' ~ --, ' ~--_ _,__ -t I I b ... ~ ,,_-_-_-_--1--1-----1 L~ <X) . -J._ --+li,L-1- -I ----ll NEIN 2.1" l.3/ R.C.P. 1 ' :ti, 4. BARS~ l'l." o.c. , TOF ~ / ~PLAN STATION B _._......., \FRAME fl COVER, ALI-IAMBRA FDR.Y. ~ A-1'2.54 OR. APP. EQUAL. CURB INLET STRUCTURE SCALE: 1h."= J'-0" IN 10· Ei GiUT 102.-L. BOTTOM SHELF SECTION: A-A PIPE INLET BOX AT STORM DRAIN STA. 3+55 "----A PLAN SCALE: r~1•-o" '2.4-" E.C .F'. STUB-OUT ~'CONC. cueB i I .. ' 3',' . Fl2AME E; COVE!c'., ALI-IAMBRA r'DR'Y tt A-1'2.51 01:: APPROVED EQUAL ;·. •. • .'., ··.t.t----'3'-'I~"'-"--,.,. 10" FLAT TOP :_;·:,.-_,:~· I ·'--"-'-~-~,.....JSECTION ' • • . . ,. • • "''-0", • •. ·i----'----=J=---='-'----'----i'. ! : : ;; TOP OF 'SHELF AT CHANIJE~ • ..... :;,.. .... , . . . . . . \_ Ito" CENTEE:' SECTION CONC. : CUEB .,r --r -r . . . , . . ' . . . . .~.· ., ... •~;.., . .-~· ..... _, .... :,..,-. 7 P.':. ;z·-· .·_ :. 0 • • •• ::.:. ',<>_ ·.: • •••• ~-·: '.: · .-·,::-_ : O"f:,,--. · ·: •. ·; ·: · • .• ;;.·.· · ·-... .-2.1" R..C.F.' EXIST. --···· · •• •. • · • • ... •• •• • • • .. 24-" C.M.P 2.4" R,C.P. STUB-OUT. EAST CONC. BASE 7'-0" M//'J. SECTION A-A JUNCTION MANHOLE NO. 2 SCALE: 1/7 .. "" l'-0" ~~~....:.....;;;,;;;;;;;.;;;;;~;....._~;;;._,-~==...;;..;~~-~--····=·· ~-------------............ ,--------=-----1"-··-· PREPARED BY REC~~ED :-........:7 / SEASHORE DRIVE . IMPROVEMENT DONALD 0. SIMPSON ~✓--~,e;p;f CONSUL. TING CIVIL ENGINEER 334S NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 r OR 5-t43t • • • :ASST. UBLIC WORKS DIRECTOR R.E. NO. IZ80tf, l---.--+---+------------1--_j__---..l EN EER: fil \'l,,15-66 CURB 11\JLE.T' E.LE.V. J<:EYJ'!,1011/ Sll~W10N !7,s.<:: -,4'.,fc:;,/': ·, «-----' 1-D:R::AW:N::C::O:lE::~:;l-'.D:AT:_:E::·->-="=U=•"'=~::J· REVISION DATE DESCRIPTION AGENCY INITIAL DONALD C, IMP$0N, ~.E.10595 CHTCKED./,2,,) SCALE NOTE.D II AS BUILT II DRAINAGE, DETAILS CITY OF NEWPORT BEACH DRAWING NO. PUBLIC WORKS DEPARTMENT .R-5059-S ' ' l • . .