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HomeMy WebLinkAboutR_5227_SI I I -I I I• I I >' "' t; 0: ?. " 0 0 " "' CITY OF cos 'f !.1£5}1 VltTO;::;JA ST. " 0 C, "' .. :r d DC • OAKER .LOCAT/OiV 1,'> 0 1/4 1/2 3/4 1 GRAPHIC SCALE lN MILES " • '"'-..;- 0 t5 D --!><:- PO;"JER POLE MANHOLE Fl RE HYD7l,11J~T MC:7ER BO)( VALVE E-POWER POLE ANCHOR -~r-~-;"ErJcE BLOC(~ 1."JALL Q TREE '✓-q ~-, SHRUG BERY .Je. :cl ..dJ. .d:. ti!. ASPHALT PAVE~!.:C:NT I . . . ... I a::: :.: ::.. : ::: ~ CONCRETE v.i.'.,, . ;1 k/ L../L./.U ~ BUILDIP~G --CENTER LINE -----Sl::t"JER LINE _ .. _____ \"!ATER LIN1= ----GAS LINE ------E)(ISTING CONSTRUCTIOM ' W8:J CO~JSTRUCTIOfJ fil ~"5=-~~ GR'"(? \.-U1I r-, rt IV \ 1,,,r,---1::.,.;"- O-rv-----0 co:-.1 r :.u;>Jl7V 7.'\f. / / _[~J'wER(GE~CV TE[~EP(~Ou~E ~~t][~8ER§ SOUTHERN CALIF. GAS COY,R'-INY SOUTHERN Cl".LIF. EDISON, CO:'!.?ANY COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH , . 538-0211 835-383'1) 1373-00~<5 962-2411,EXT. 38 5"',5-3556 _L .NAME MR.AMDERSOf~ [\1 R. GU FF Y ' MR. SCAPPLE MR. PHlLLIPS MR. DI BENEDE i TO MR. ROt.1AN ) ! ' -J I .-/-~.,., 7 1 i O □ I' · '(_'--.a/ · • I . . . , OJF ) ' .• , • I / ,• . -. I ' I 1 • ,_? .;_ __ .,.,._cJ ,c___, 'L.. . -7 I ' 11 St-:EET NO. DESCRIPTION : i I ........ ,. .. .. TITLE SHEET 2 ............... ~PLAN I TO PLAN 7 i , _ _:, ,, 11 :3 ................ PLAN 8 TO PLAN 12 • !'.... . ....... [PLAN 13 TO PLAN 16 AND DETAIL A ) \ ·!j' --~-------~---~----' ii ,, "'"· .,,.1;:: 'c;;/i", _, ( '": _ /i, !}/---,, , I For vertic<ll control, use elevations as shown at the join lines. These elevations are in feet above benches which were chosen at random near the various locations. • 2. Specifications llote All work, detailed on these plans, to be performed under contract shall ~xcep~ as othennse stated in the City's Standard Special Provisions 0 ; in t~,s contract's_S~eci~l Provisions, be constructed in accordance ,'.,ith the _Standard Specifications for Public Works Construction". (1973 Edition.) 3. Substiuctures The location of_existing substructures shown hereon have been taken from records and their correctness and.completeness are in no way guaranteed. It shall be the contractor's responsibility to locate all substructures 1 nc 1 ud 1 ng laterals, whether sh□1·m ~ereon or not and to protect them fro~ damage. The remoyal of aba~d?n~d 1n place interfering substructures shall be !he cont~actor s respons1bl11ty. The lowering or relocation of inter- fering portions of substructures, shall be the responsibility of said utility or franchise holder. 4. Pav~nent Removals All P.C.C. and A.C .. street pavement to be removed shall be outlined to_necessary workiffg limits _and sa\•Jcut to a minimum depth of 2 inches prior to removal. All debris created by the removal operations shall become th<; propert:1 of tile contractor and shall be disposed of a-,ay from the Job site 1n a manner and at a location acceptable to all cognizant agencies. Q)-sAW CUT AND JOIN EXISTING. Q')-JOI:1 ::::,:::::TI/lG. G)-JOIII AT EXISTING SIDE HALK ELEVATION. Q)-REM?VE EXISTING AND CONSTRUCT 8" THICK P.c.c. CROSS-GUTTER OR SPA.IDRALS TO THE LIMITS AS SHOWN ON THE PLANS AND PER C 11 B DRAWINGS STD-109-L AND STD-120-L. • •• @--REMOVE EXISTING AND CONSTRUCT 8" THICK P.C.C. SPLASH PAD PER DETAIL A. SHT @-=-REMOVE EXISTING AND CONSTRUCT 6" TYPE "A" P.C.C CURB ArlD GUTTER PER C.ILB. DRAl·/IrlG STD-105-L. • Q)-~~~O~\~~:S6~~el~~DS~~~~i~~~'. 6" THICK P.C.C. RESIDEl1TIAL DRIVE APPROACH (])-~t~~v~N6xtl~1~~1/~~ ~~~~i~~c~Ti~ 1 j 7\ ~-ALLEY APPROACHES AS SHOWN or1 THE /"n\_17t:"Hl7vr ryrr-..-~1tr ,.,,_ ~~•1•~•,,.c~ , \.V-ST□-1io:t~···jU /\,jL, vU, _)j/\Ul.1 4' liiilK P.C.C. SILH:.\·JALK PER c.rLB. DRAWING @,_ ~i~~~~o66)sr~~~ArTic\o~~~iiE~UTTER AND REPLACE WITH 8" THICK (TYPE JII- @-6~~~~:~c+o V~~ien~ 1H~~~~i~\i6ii/~ ~Gt:~~tR4000) ASPHALTIC CONCRETE @,--CONSTRUCT 8" THICK (TYPE I I I-C2-AR4000) ASP HAL TIC COtlCRETE VIBRATORY TAMPED JOIN STRIP. @,--PROTECT EXISTIMG Ill PLACE OR REPLACE IN KIND. @--cmlSTRUCT CURB INLET TYPE OS PER C.N.B. STD-306-L. @--cor,sTRUCT 15" A.C.P. CLASS IV STORM DRAIN PIPE. 'w CONrJECT STORM DRAIII ~ PI PE TO EX !STING CURB INLET PER C. 11. B. DRAWING STD-303-L . ' ' • . I I I I I I I • ' H _,, II • ,i I' - Ii . d .. II " ·~:i I ' 1! ,_·, ,, •: -jl, --I i I I ! i[ I ) J/ I • i: I I !! \: j I ' I •• ~ I i 1------~---~---__J ( ( i ,' I • 1 l ' 1; I ,, ·' ! ,I -1 I I I I I • -! i : ' I ' I ! r', ' ' ; ' ': - J ~ • !.I) ~ ~ ' N ~ N ")J -·~ \I\ --· ) -1400- HAVEN PLACE /2' O' 30· 30' 17' /7' ·Z.300· ·2220- 1' CL I FF DRIVE • I\J ~ ·22ZI· ·2223· -· PLAN 5 5C.4LE-· /"=20' 5/73 DIETERICH-POST 21018 ,003 FJLM 60' .30' 30' / 7.Z' I Ito' I \l\ %ii I I\'. II o ~:11 <( ~11 0 \!i 11 0::: 11 ·1400. ·140/. 1 11 11 11 ,11 • ii 1I • " (/) I\ ~ 3 I\ ; .,. .) w ' a: : \ \ 0 1\ z \ \ <( " \ \ ~ 1' ~~~ \\ ~ " I ~tl)1 I ~ 'l: I - ~ ~ \1. ~ I\ +-+-'-----i!-----\---------t--+l--+---=~. PLACE PLAN 2 -1600-• /520- 11 Au---+ KING'S .:.GR✓NO.cX75T.~ ::. __ . ---Gb'TTER-!="OR_: ___ : - _ __:: __ --,0,€4/NA.1$E ___ _ -1601--/52/- PLAN 6 6CALE: ///=20' ~ I\' ~ \J < ~ I\' ~ >- Ill ill ~ ~ t ~ " I-: \[) HAVEN CLAY . -, --------'.C:X/ST.. C.4Tc;tL.8.45/t,./. ,, 22' 0 <( 0 0:: 8' !?LAN 3 GC.4LE• /q =ZO' ~~. I --l--+- SCALE II0/2/2'0NT.4L• /0 =/0' - VERTIC4L• /0=4' I - CR OS S SECT I O N 11A11 -1'A,11 17 -7''\ 1~· ~ n -.. ' \ I ,, ' ' ' 's\ ' . .., \ l ' , l ___ . -· • -- DATE _-_ REF.. i 7RACTS /2/8 ,/2/9, 1718. 1220, AND 12/0; r.B. 5/0 5',t,T 14 , I I BY ' . I . ' ' ' I DESCRIPTION REVISIONS --i w :::J z w > <( I' 1l j 11 ~ II ;;\ I I \fi ~-\-! 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