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HomeMy WebLinkAboutR_5448_SGENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR THE CONSTRUCTION DF PUBLIC WORKS, CITY OF NEWPORT BEACH, 197q EDITION WITH SUPPLEMENTS. 2. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED, 3. CURB DATA REFERS TD THE FACE OF THE CURB. 4. ALL CONCRETE CURBS, GUTTERS. SIDEWALKS, DRAINAGE STRUCTURES AND RETAINING WALLS SHALL BE CONSTRUCTED OF CLASS 560-C-3250 p.c.c. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. r,. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TD PAVING OF STREETS: 7-EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, 8. UTILITY AND STORM DRAIN LINE DISTANCES SHOWN iN PROFILE ARE HORIZONTAL DISTANCES. q. ASBESTOS CEMENT STORM DRAIN PIPE MAY BE USED IN LIEU OF REINFORCED CONCRETE PIPE. D-LOAD STRENGTH OF ASBESTOS CEMENT PIPE SHALL BE NOT LESS THAN 1-5 TIMES THE INDICATED D-LOAD STRENGTH OF THE R-C-P. WHICH IT JS REPLACING. 10. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. //. THE CONTRACTOR CS) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 11 ABOVE FROM CAL/OSHA- n. ALL EXPOSED FERROUS METAL PARTS TO BE GALVANIZED PER STANDARD SPECIFICATIONS AFTER FABRICATION. ~-ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT JS IN PLACE. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR• 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER DR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT, 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. i-THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES DR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES DR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING DR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT DR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION- NOTICE• PLEASE CALL ALL UTILITIES BEFORE STARTING ANY WORK. SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON CO. CITY OF NEWPORT BEACH (SEWER I WATER) PACIFIC TELEPHONE CO. COUNTY SANITATION DISTRICT TELEPRDNTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION (71 4) 634-0251 (71 4) 835-3833 (71 4) 640-2221 (71 4) 633-0811 (71 4) 962-2411 (71 4) 642-3260 (714) 644-4471 NOTIFY CITY ST. DEPT, 24 HOURS BEFORE STARTING ANY CONSTRUCTION AT (71 4l fi40· ??f?,f • . CONSTRUCTION NOTES AND QUANTITY ESTIMATES IMPROVEMENT PLANS NO. ITEM AMOUNT UNIT 1. CONSTRUCT A:C OVER A.8. ~AS SHOWN. ON rYP!CAL x-SECrlON S.F. 2. -JAMBOREE ROAD WIDENING 3. CONSTRUCT TYPE "A" P-C-C-CURB AND GUTTER (8" C.F.) PER CITY OF NEWPORT BEACH STANDARD 182-L, I, 334 L.F' 4, MATCH EXISTING PAVEMENT AND FEATHER AS REQUIRED. /, s!l'Z L-F 41+55°98 TO 54+84a05 5, G. CONSTRUCT p.c.c. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD 180-L. SAw-cur AND P.€MOVE EXISTING PAVEMENT. 14,788 S.F 78 L.F. 7. CONSTRUCT 3r,•• 72" CMP ARCH. e,tlENSON PER DE1'AIL ~ (/4 GA~ Btr. COATED). 47 L,F. NEWPORT BEACH, CALIFORNIA £ 8. CONSTRUCT zq•" 16" CORRUGATED METAL PIPE ARCH EXTENSION 7'NEJ-eNeAf!E-IN- RC. C0NCREFE Pt:R--BE:FMt-eN-SHEC.T 4. (/4 GAUGE BtrUMINOUS COATeD) ... 40 L.F RESUBDIVISIDN NO. (o/{o '/. ffi /0. & /1. • CONSTRUCT DROP INLET CATC/.i BASIN PISR DETAIL f-48 -G0JqlS"fRtdCT S.OCC.'.4!.. ,-.4A>.'l!OLS PER D DELETED CDNSTRUCT DITCH TRANS/rtON PER DISTAIL ft ? .s'A. ./---Efr. /0 L,F. rz. El(._ V D!TCI./ 71J/3E Rl=CONSTRUC'TED AT.A LOWER EL£:v. w/=. .OR GL/NITE D!TCI./. 14:i L. F'. 13. cur ANO REMOVE EXISTING 24" CORRUGATED METAL PIPE. 38 L..F. _ l--'-14.:__.--+-C=-O'-N_ST:_c_c,?.:__U_:C_:T_4c...'-=' Pc...::_V.:=C....c.P._:,,e_:E::__:A..cN_D=-==N-'N-'~-'C=-Tc...'_:.O_N_PER __ DE_l'A_I_L_ill"'!L_<_s_c_1-1_. _40_)_. -----"-'-1----'-'-----+-------l 6 l.F. /5. CONSTRUCT DR/Vf=WAY APPROACfl TyPE 1 PB? C/7Y OF NGWPoRT BE:ACH STD.160-L. I EA- CONSTRUCT 8" A.C-P. EXTE:NS/ONS PER Dli'TAIL f¾'j f~ -CLASS Z500: 'I '-•F. /7. CONSTRUCT CONC!?ETf= COLLAR PER CITY OF NEWPORT BEACH STD.313-L. . I FA- -e0,¼'5TRUGT 4J -f:)ft'c/171ErER r.c. ceNCRE'FE CfJLt:::l':cR-FtJR MAI..//4()LE:=' FRAMC. C(}f::/ERPER , , , ..JP N'Et,',:lPORr-BEAC# STA•Jt:J;r!tR-EJ 909 L . OE-LETE:O +--19. REMOVE EXISTING 4' (2"A9.) DITCH. 870 L..F. 20. CONSTRUCT YARD DRAIN INLET Sf'$·D.8ASIN BY NATIONAL DRAIN SUPPLIES OR ,';PPROVEDE6/UAL. I €A. PER DET41Lt¾-j 23. CONS7"RUCT B"coNC. Bl.OCK RETAINING WALL 'TYPE I PER DETAIL ~ 31.G LF. 24. CONSTRUCT B•a:,Nc. BLOCl<RGTAINING WALL TYPE JI PER DETAIL l{B /00 L.F. 25. CONSTRUCT 8" CLJNC. BL,)CI< RETAINING WALL T/'Pl:N PEie DeTAIL ~ -aoo. 7<i<,, /1' L.F. INDEX MAP 26. CONS77Wcr 12"0:JNC.Bl.oCk RETAINING WALL TYPEE PB<DGTAIL f-!?➔ 27. CONSTRUCT 3'.' O:,NC. OR GUN/TE V-DITCH Wt TH IG'Xl[;"-IOGA x /t,GA wove.</ WIRf MESH -006--IZ!& L.F. 620 LF NEWPORT CENTER VICINITY MAP BASIS OF BEARINGS• BEARINGS HEREON ARE BASED ON THE CENTER- LINE OF JAMBOREE ROAD SHOWN AS N33 47"15"E ON A MAP FILED· !N BOOK 17, PAGE 3 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA ANO ROTATED CLOCKWISE O 54'40" TO N34° 41 '55"E. 28. Ci)NS7RUCT 4" DIA. PERl=ORATEO UNDERDRAIN PIPE ( ~1-1. 40, PVC) l,OEO L F. '2q. CONSTRUCT 3'1 DIA.PVC DRAINPIPE WITHOU.,-z.ET PERCl,YOFNEWPORT BB.CH STD-!B'f-L. E EA- 45 !..F' 3 t.F I E,4. IF' LESS THAN 5', ~ 81). Cl!NST 24" TRANSITE STORM DRAINPIPE -CLASS II, ISOO•D, USE G/?ANLILAR BACKFILL I !!/. CONST. e,• CONCRETE BLOC!< RET,41NIN6 WALL PER DETAIL !If' I; DEl.ETr ISUNITE V·D . I 5?. CONST. J.S. NO. I PER CITY OF' NEWPORT SE,4CH STD. -BIO·L · -:..r}/t-,•r~ -,,, tJ.G- R/',(f ~------~o=°'-·~----------i~! o;;:i ,\ t? "!.._ l~;,.~:\ IJ;•;~ICAL. -STA. 4!+80! TO 44-,.00 ~' t,r: -z1(M/N.) ® i ....__"-"==---'--INTERCEPTOR DRAIN I/ l EXIST. \ g 48 1 10' 4-f 'I, ! STA.44+00 ToSTA.5!+8/ i ., \.._ ..... \/AMBOREE ROAD /' • I (~ 0- ,&, I' I' ' .........T....;Yi;._'P._1..;;...C....;A..;_l_C_R_O_S_S_S_EM_~-1::-~-N-G) ,, t:JETAlf;;,s.® BENCH MARK• ALUMINUM CAP SET IN THE TOP OF THE NORTH- EAST CORNER OF A 4' BY 4,5' CONCRETE CATCH BASIN -0-45 Ml-N'LY. ALONG JAMBOREE ROAD FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY TO THE BEGINNING OF A ~URVE 18,5' N/E OF THE CENTERLINE B.c. MONUMENT AND 7' N/W OF THE CENTER OF THE MEDIAN- ELEVATION" 48,89 PLA~S PREPARED BY• ~ VAN DELL AND ASSOCIATES, INC, 1\/J C1¥1L OIJIJIW!t v aulM.tORll LAND PLANNus ,-1p..sz J.c.u. ffi p.e.ePAJeGLi eecoeo o.eAWINGS 21112 Dur0NT DRIYE ll'IYlNE• CA• 82715 SUlTE "A" Cl'14l 833-35211 t---~------------t 7°/1-Si J.C.H. /b, REV. SWALE I( WALL STA-41+80. ,. DATE BY DESCRIPTION A~PROVED DATE 6~)'?L. PUBLIC WORKS DIRECTOR R.E. NO. 1280G 4-2-9-8( APP' D DESIGNED /<'L DRAWN AC Pl.ANS Rf:V/ £WE'D BY aeki7(--&¼f l,6430 PRaJe:::T MANAGER R.C.E. NO, VANDELLANDASSOCIAT5S~ JNC. l-ATcST Rf:-V. DATE 4 • 7 -8/ ,JAMBOREE ROAD WIDENING STA. 4/+S5.'18 TO STA. 54+84.05 RESUBDIV/SION NO, &JG Cl TY OF NEWPORT BEACH 131. 37-_!/4e,sW DESIGN ENGINEER R,C,E, N0,"3DJ73DATE 1-'----'----'--------------~-__,..,c""H"'E"'cK"'E""D--+=o-,-ATccE,------t t-,---,---5--ll REVISIONS JCH i-23-81 PUBLIC WORKS DEPARTMENT SHEET OF '-------------------------------------~-----------------._ __________________ ,._ ________________ -_..._ _______________ ,._ ____________________ ,_,_ ____ ...._ _____ _. ______________ ..._ _______ _, 39[4,t0J9676 222/30-Jnn-80 l4tl5 /125,07,01-2 ,.r::,e, ,R;: ,!'< ,/? $; C, v(l~ ;;.t1 ,-,J .' CJ -.,,P \ .,.➔-._➔;-. t -"""-~ )) / / ~-----_J __ ,,, ' ' I i « ~ ' 'f ~· \, ' I I ·\h ~ "'{\J ' ,l\i 1~ Co I • ~ Q) N ~ i ±g- J L. j_ ' - --i - i =!= i I I .:- :: i -----,- ' ' 1--- _ , =l i ; I I -- • -_j j -:: _ __, I r--::-·. i_ --l, --' _, ___ ----j } --1 I I _, --- I -· -j -l ___,__ _, -. CONSTRUCTION NorES: (f) CONS1R{JCT A.C. OVER A-8. A5 SHOWN ON X-SECTION- -' :-1-.I . I -1--, __ -· I - t--•- -· - TYPICAL. ---------- -- l ----- . J -----'--------- : _, _i ' _j ' .:........:_L -' ' - I ---! ' I -;-- --L ' --• I -l I 41-1-00 - -_. ' __ J --' - I - _______,___ ' . =-:J --------::-----+ 42 ' -- L ! 43 -' -. --· ' -' -• ·-I ' -·-' -, <IZZ-Gf>-{ • ON C/.JRV:c= .... J .... : :----r- 1 -. - 46 ' -~j -l -· - ' -. ' -··· 47 _, I i _, PROFILE HORIZ. 1"=40' VERT. !"=4' PLAN I"= 40 1 ----- -48 .. ------' I .. I -· 4.9 2.5 28 ' j --_, -: -_ -----f --__; [5-J , _ 120-r - I c=r==c.j..c --: --_-j ---.. ----=.:j -_ --· :1 ---:-:•~1J5 , _ -., - J tj -j --- 11 I --j i . 1l5 ----~-lit f1 Q 1 -,-------.----' _,_ -~ I I I 50 / -· ' - I : -I •• ' .: ±== ! I I I I ' -.-:1 -t---·• ., - : -! 1[4,10J9676 171/11-D,o-79 10•57 AM/125,07,01-1 l?-5~48-S ----------. -.. (J) '-- ·= L L. L ••• .,, -1--I I -----:--' I ' , wo .. vc, I f j T 1 • • -.. . • : • . --' -. ' ' :.1-. _, -j_ _ J ,- I ..•. J T ---!_ ' _-; ___ j -, ---'---------J ---+ 1-- ,. ' I ---'·-• .. : --i . J i _j -~- _-1--. • t t ; ,__ : j_ : ,.____, ...... : _,_ -~ ~,···' lo R~-Wlo°/4 ~ . . . . ---- - -,- -: -------'------ . I •I , · ' I ! ' ! -I -• j -l -- .. ··-·I .. ' • I . . . ' --! i . .. j---i --- t --• ' -- -i -- ::....J_ . : . --1-~- I I . ' -----·-. ' __ , _____ . --'cEX/ST._EDGE~OE. PAVEMENT, TRANSIT/0/16;. .. '+ .. .. ,, --~ . I ' a,sf--dt:){jE.c,OE. 2AVEIV/ENT. •• I •-~ _ ; 34.5'EAS~FROM,t: • .. i ! ., ---1- ! --+ I .. l.(j_ ; . . .).. 120 b ------=--=-+ . . •I .. i . , ' -i. .. ' ·-' ' I Cs; "' Lt, - ,s IQ -'-) ~ .! -~ ' --=! J~~ ~= u -•~ -d i .... 50tOO CONSrRVCTION NOTES CD-CON5,RUC, A.C. OV£R A.B-AS SHOWN ON 1YPICAL X-S£CT!ON • tT ,.. I -__ , -• 51 @-coNsTRUCT TYPE "A". P.c.c. cuR8 f Gt1rre1< (a''c.F.) PEI? c,rY OF NEWPORT BEACH sro. 182-L. 1 ·--' ' • ' . i ·----- ! ! ... I .. -j_-_ -i -- . ·-· '. --. PROFILE ·----i • ' _ .. , ___ , __ '----HORIZ. /11::..401 VEfl<T. / 11 -4 1 52 53 54 PLAN I " = 40' 55 ®" CONSTRUCT DRIVEWAY APPROACH TYPE= I PtE.R. CITY OF NEEWPORT BEEACH STD.160-l.. ·® <@-CONSTRUCT 8"At::P E)(TENSIONS PER DET41L@$~ -CLASS '2500: . 0 ·..:....:....::: ·• --1 --:-L.··; ·: ------ __ ,_ • ' 1---•-- I •--- : _, __ ' . -t --- : I -T -_, XIST. EDGE ·oF.;-PAYEN/ENT _i;,;0 1'=l=AS.'T3..RONI ~ ,. I • --___j_________J. 5G t---=----: ·-- . . -.. 120 .. . ,,_ t· -~,zo • -. j ---+--. --' ---1 57 PLANS PREPARED 8Yl ! --- -.: -• -, __ _ . I I .. I ' _-_ ! ... --/:_ . . --j_- l --;'--: •• --'. . ---_l---• : . --j ·-· .. -i ---_, __ -' .. '. ' 1 ••• ' • __ -i-- ) ' ·- ' .. L. .. ==±=I --. ----I--. --I------ . . . --_., _____. i ., ----+---I : ---l I• J_ -' I-· -' . . . --' I --• ••• -_j ----r_ I . j -· • J ••••• --·; , I - -_J; __ b--- I ------· . . -• L " -I-·L ' .;..:..:..:: r~~ ,_ -- -I • L 1 ----l--c . j I .J 58 60 GI f 10· TRANS. ~SIDEWALi< -FROM 12'ro 10' SIDEWALi< --c__,_ :.----~ ..._ ~L,.,._-1..LL_~_J_l------~ DRIVGWAY AND SIDEWALK TRANSi TON DET'-'7f~. ® ---------------J T = s /8"V.CP ----------1 • APPROVED PLAN & PROFILE @-MATCII E;asr1NG PIIV,FMENT ANO FEATIIER A5 REt?UiREO. @-CONSTRUcr P.c.c. StDEWIILK PER CtrY OF NcW?oRr 8£ACH ,;:;,, sro. 180-L • . @ eeNfiHRtlCT '/' BMMEFER F!C. CeldCRETE SHAF'F FS~-AN/101.E f"RAME ANS G0VER PER C/T)'1 BF /.,iE§.JAlP0Rr BCAGJ{ sre. SOCJ-L. Dl:LC7&0~ ~REEMOVE EXIST. 4'(2."A.C.)DITCH. · A I VAN DELL ~.~~~~~.~!ATES. INC. a a ltfl. STREET IMPROVEMENTS \VI ""'"'"'' "" '"''"" PUBLI c WORKS DIRECTOR "JAMS OREE Ro AD >---+--------+----+----+-----1 22.12 Dlll'DIIT ntmE lllYUt. CA, uni' R.E. NO, /280G l----+-------1----+----+----t-· --~-"''-"-"-·------"-"-' ... _-,,,,-,,,,~-(#~-8='=',?+,.):::c:1-1+P,:!<;i~l:P,~:4:R.=~:::o:..:R:====~o:'....'.::o.:,~".':.i'."w.:rN~G~s~£~2~-.t:-:!!::.!~4 _;:D~Ar'.,'.E:;::::;::;:::'-z::::::::::-::.z.,~q:::::::_8',~'/==:J_.----=R..::::.e:.:s:.:u=s:.:o::..,v..:..1:.:s:1:..:o:..:..N:_.:..N.:..o:;..:.., .:a,:..:".:~=------1 \!V-SAW-CUT ANO RtE.MOVE EXIST. PAVEMENT. c;;;, @-_CONSTRUCT 8"CONC. &Oct< R!E.TAINING WALL TYPE I PER D!E.TAIL ®, B ~ _C,ONSTRUCT,8" Cl)NC. BLOCK RETAINING WALL TYPE II PER DETAIL~ @-wNSTRUCT 8' CONC. BLOCK RETAINING WALL TYPE .llI PER OETAIL{f'j" ~CONSTRUCT 4" DIA. PERFDRATED UNDERDRAIN P/P!E. (SCH. 40 PVC) ._ /-ll-81 § I I DATE BY DESCRIPTION APP'D DESIGNE~L DRAWN AC CI T'r' OF NEWPORT BEACH 131. 37 S &T 1-Z:~-'o( h-...L.---'---------------'---lt-c,-H"'E.,..CK...,E""D--'--+,-D-AT'"'E~---1 1----~----1 OESI N ENGINEER R,C.E, N0,°30'i!~OATE REVISIONS v'CH t-2:!-BI PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 H4,10l9676 I 171/11-Dec-79 10157 AM/125,07,01-1 R-5448c,5 ( . j \ i /NV. IN. 1/8.50 EXTEND EXIST 8"ACP 5'6," INTO WALL OPPOSITE NEW ,zq•K/8" CMPA,diS \ si-iowN r STA. 54 • 1a.s ONLY J®-6 I TO 4'. OF ROADWAY SIDE OF STRUCTURE 1 \ 2'-s" t:y I \ \ <le ,JAMBOREE: RO. ELEV. A I F RC. CONCRETE ENCASEMENT (STA. 54•78.5 ONLY) ' l(J GRATE If FRAME ~--NeENAH FOUNDRY CO. R-4348. ELEV. A F {TYP) 8" ACP cXTENSJONS $/ECTJOAJ_,.s. ED I-( a-(V.;;.'=~tJ._'ri_'F_R_oA_D_tM_~_v_a_R..;;.o..;..,p.....;...1N_L_E_T_o_e...;TA;_N.-~:-;.;..._ © PIPE LOCATION STRUCTURE LOCATION STRUCTURE DIMENSIONS ELEVATIONS i STATION i STATION B D £ F G I-( I A C 54 + 18,-50 NOTE, "' RT. 54 • 78-SO 3'-35/s" 1211 2911x l811 8" 72,. !31 ,, 8" /20.65 117.85 (CONC.F/L/... PoR /HIS UJCAnoN ONLY) /. STRUCTURES TO BE BUILT AT RIGHT ANGLES TO PIPE ARCJ.IES. 2. S/4" CHAMFER ALL EKPOSEQ EDGES. 8. INLETS SHALL SE CONSTRUCTED IN ACCORDANCE: W/Tf/ Ti-IE 6ENERAL STRUCTURAL NOTES APPLYING TO THE CITY OF NEWPORT BEAC!-1 STANDARD PLAN NO. '30?-L. ALL BAR SIZES, SPACING, PATTERNS AND COi/GR SHALL SE TIIE SAME AS CITY OF NEWPORT BEACH STANDARD PLAN NO. 305-L. DETAIL ED I i <= STA. 4!+82.SO .D/Rt;CTION OP' ~LOW 45 '-TRANSITE PIPE ~=i-~==~~~~E2==2~h--~ " · · ·rr 7 B SECTION Ei) C.ONST. S4.C::OLE CONNECTION R:R STD. arz-L ANO U.X:.WOEW!nl !7EM 14 PROVIDE ID'' sLeeve THROU5/I WAU. YARD DRAIN BASIN SF'EE-D-EJAS/N BY ( NATIONAL DRAIN SUPPLIES OR APPROt,ED ~L { Wirf.I BEEf{!Vl: n'fE 6RA?t:) o/Xi ~~ • 411 PERFORATED UNOEflr;JRAJN PIPE@) • D!i:TA/l- ED N-T.S, --1.--------- /0' 10' ~ ~;~1,;"'~;,;';',•SH ~F N 2,_.._ I a-· SECTION ENO TYPICAL CUTOFF WALL FOR GUN/TE. AND PAVED DITCH GUN/TE HEADWALL AROUND END OF PIPE r,! 10' 3-Y'2"DM.. S'MOO"T}IBAR ll)BE RACED AT PIPE ENTRANCE FDR DEBRIS PR07ECT70N AT G"C.C. 45•-TflP.NSITt= p1PE, 4'/448,97 4 PT. 'l.4. PLAN N.T.S. TRANSITION FROM CIRCULAR PIPE OPENING 1lJ V· DJTCJ/ • (p" G"J<h"-10 GA. X /0 GA. WoVEN WIRE. ME.SI-I A SECTION A-A. 2' MIN. i r \ ' i. V/£W ' ' i JAMBOREE ROAD i?"l"XIB'CMPA £ 27-5' CUT AND REMOVE S(/ST. 24" CMP @) ( EXIST -"M" e,,io TO REMAIN i?"l"Xl8"CMPA£ -~~-.. i "i /17.78 : I /NV. IN , 1 I. I ·.' ...:,:QP------SI_..A8. ~--E-CIAL MANI-IOLe.J's #4 BAR CONT. CTYP) ' 'I EX. 21~ c•4P zq•x IB"CMPA ~ <J--1-;;-J ~ ~ .~&. /~-~ i?. JAMBOREE ROAD ilO' '2'-e,," { 7YP.) l 8' WITH G" PIPE INSIDE q k;; 8" ACP E!XTENSIONS ( 2'-C," {TYP.) 4' OJA, P.C. CONCRETE SHAFI G" tNV. IN I l/7.78 """i!';~.s-. -1;. PER STD. 30-,-L -zq•, 18" CORRUGATED METAL PIPE ARCH \,. _ _ ~~P..:.l:..PE=-..;E:::N:.:.C=::~:..::S::::E::M~e::.;N:..:T--=0:.=~:.:.:7~;::;f:.:_f-:..i_'"_ .~ ---I ' --. .,. -'---~--------- < OTE , PLACE EXTRA # 5 BAR ') AROUND ALL OPENIN6S__,/ \ TlJPOF V·DITCII / 0 ® @ 1@ @ @ ® '°""""" ~~:•:a~ ;,~~~~'.~':,-,rn OIT~Q~ ~; AA"~ an romo) -r -SPEel~LC DETAfL RT. STA. 54 +73.SO N.T.S. CONSTRUCT 29" x 18" CORRUGATED METAL PlPE ARCH. EXTENSION ./\N9-!,i,IGI\-~ & • \ P G GG''G-RE--+E-P-£-!l-EJETA!b QN-&HEET q ( 14 GAUGE BITUMINOUS COATED) PER BET!t!L (f) • , ""4@IZ" PLAN ~ ........... 1 CONST. JUNCTION STRUCTURE NO. '· PER CITY OF NEWPORr BeAC/.1 STO. 310-L. / ( ~-SEE DE7AIL ffiro ,----+-1-~---L.-'----,,L,_L.-----.L., OF TOP SLAB ,/ €GN&HH:!Gl SPEEIAL t1ANIIOLE PER 8ETAIL@ CONSTRUCT DITCH TRANSITION PEP. DETAIL@ , EX. V-DlTCH TO BE RECONSTRUCTED AT A LOWER ELEV, W/CONC. OR GUNITE DITCH, cur AND REMOVE EXISTING 24" CORRUGATED METAL PIPE. CONSTRUCT fl" PVC PlPE AND CONNECTlON PER DETAILED (SCH. 40). CONSTRUCT 8" A.C.P. EXTENSIONS PER DETAIL@ & ffi -CLASS 2500. CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD. 313-L. CONSTRUCT 4' DIAMETER P.C. CONCRETE COLLAR FOR MANHOLE FRAME COVER PER CITY OF NEWPORT BEACH STANDARD 309-L, CONSTRUCT YARD DRAIN INLET SPEE-D-BASIN BY NATIONAL DRAIN SUPPLIES OR APPROVED EQUAL PER DETAIL EB CONSTRUCT 3" CONC. OR GUNITE V-DITCH WITH 6" x 6" -lOGA x lOGA WOVEN WIRE MESH. CONSTRUCT 4" .DIA. PERFORATED UNDERDRAJN PIPE (SCH. 40, PVC). CON!Jr. 7:4• TRANSITE STORM DRAIN PIPE -CLASS Il, 1500-D, CONST, 8' CONCRETE BLOCK RET'AIN/NG WALL PER DETAIL E!J PLANS PREPARED BY• l ; ' • • 8" APPROVED \VI 1=""='="='"'=======""'=""=!!!11:='=I ~ J2Jt PUBLIC WORKS DIRECTOR 2212 DUPONT DRm IRVIIU':. c,,. 927Hi /.t;;,.ez J.C.11. Pl!!'GPAJ?e-D J?GCCJ.eD 0/eAWINGS ~ -✓F~2 R,E, NO, (ZBOG 2" • • NOTE' I---C," OPTIONAL CONST. JOINTS \ I \. j /. CONCRETE SHALL BE 5C>O-C·3250 , Z. STEEL SHALL BE GRADE 40 . __ ) _ _,..., ) &JAMBOREE RD. WIDEN/NS DETAIL SHF:ST RESUBDIVISION NQ, GIG 7& VAN DELL ~.~~~!~,~~!ATES, INC, e!},Q u SUtTE •11• 1TH) 833·::IS22 /,\ R, I . "') .::::i, 0/ 1-===--"-------=-"'...;;.;;;t!ll~-1~2-~Sl~Jr::c:_,-_W'._j_:RE~V.:..:-S:'IWl~L.':_E_'_4'._w.'.':'.:'1~LL'::_~67)~)l':_· '!_41'._'.r~t3~0'.:_•.:.=:!:'~-~'.:'.;6t-f.91~~DA~T_:E====--z=;-='-=='·-=0=•L==:l--------------~~_;------1 /lt I /_ DATE BY DESCRIPTION APP'□ DESIGNEDKL DRAWNRVC CITY OF NEWPORT BEACH 131.37 --""'-1--',..,,,_,£.,_.s_,,~"'-ru. _____ 1,._-_,i;::,~"'-a.,,_1 f--~-~----------------'----,1-c-H~E-CK-E~D--+,D~A~TE~----1 f---------1 DES!ll ENGlN~ER R%.E. N □-3oi1lDATE REVISIONS ✓CH J-23-81 PUBLIC WORKS DEPARTMENT SHEET 4 OF 5 85C4,10J9676 31/21-Apr-80 19,55 /125,07,01-2 R-544,.8-5 ' f ( ') ~ rti· f1 I~ ! I i ~ b ~I ;It ~! ,~ (hl tn I ' ct l/) ~ ., , I , _LL • I ==4 ·-! ,_ l - - L - - ,_ i --'' ' --t ·----j__ - ' ' ·= ' ' ' ''' ~----•·-··· ' I • FM"1 STA. 481-CO 10 ST>l. 501-50 IF GRAVEL BACKFILL /5 USEO. - 2 4-" , fl.'~G "J,,~;,ff;ff,':.t "'-8" 2" pifa I' ,Jf>. --""' i-=--~I '-I f'-"-p"-',f 'I,_··, r 2"Mt>RTAI? OIi' <' -~ . c!!ISTINS SLOPE [..f w retz.PtecOAA/& ,,,A • · ~ ~ !E-"--'m~+-;c0-..-J~ 27 FROMSTA.47>= TO #'4@1G"o/c'/....-l-7..---#G@8"0/c V'° ~ •IJ> ~:;?' STA. 48>00 VERT. I' , VEiRT. #4 @24"%~ ~ 1/"\...g"CONC.ORGUN/TEREIN/ ~ " ~ I \ ,-,WATERl'!aCtJRHG WIRE McSH OR APPROVcD I"' E0.UA L (7YP.) @12"coNc . ., -~ ~ \,;. B"CONc._,,..,,-_ 2 6 CJ.R. /3LOCI<_.,,-c $ () BLOC!< i---t _.,,,,..,.:ll4@IG 1'o/cVERr. WHCRC H IS GREATER ... 1 I 1r , 2 "C'" ri Z''cLR •,.-~~-@HoRIZ. I'. __ L_ W/G"XG"-#/OX #/0 WcLDEO ~ THAN4.1 US€: IG"rHtCk ::t: \SI JP(MA~ • vj•CEMENTMORTAR T. P. ELEV. CONC. BLOCJ.:; FOR BorroNJ e (TYP.) ~• • ., -S: .,,...#5x4'-G''@tG 11 o/c I " I ~8 ci.~c ~~ #4@J8''ok._ /2"1 G'r _(-rYP.)\f:::J T.F. ELEV. 12" I" ~ G" (TYP,) ' f, ... I • 1 , - - '-r ' l ' ---. -----. -· ------. ' .i CONSTRUCTION NOTES CONSTRUCT 8" CONC. BLOCK RETAINING WALL TYPE I PER DETAIL® CONSTRUCT 8" CONC. BLOCK RETAINING WALL TYPE II PER DETAIL(!) CONSTRUCT 8" CONC. BLOCK RETAINING WALL TYPE III PER DETAIL® CONSTRUCT 12" CONC. BLOCK RETAINING WALL TYPE IV PER DETAIL@ - I -. WALL -.F!R0ElL1::. -·· CONSTRUCT 3" CONC. DR GUNITE V-DJTCH WITH 6" x 6" -!OGA x IOGA WOVEN WIRE MESH. CONSTRUCT 4" DIA. PERFORATED UNDERDRAIN PIPE (SCH. 40, PVC). --;···-. -. : 48+00 -----='=====·· 49-roo BENERAL NOTES: (CONT:) CONSTRUCT 3" DIA. PVC DRAIN PIPE WITH OUTLET PER CITY OF NEWPORT BEACH STD-184-L. GENERAL NOTES '21, INSTALL ALL. HORIZONTAL STEEL PARALLEL ' ' ' . -i- ---i • m=-•-=· ~ #4@24'.~' I,.,.< -19 22. TUE SOIL EENSINEER WILL INSPECT CONDITIONS • feXPOS1=0 1/J T/-iE INITIAL E:KC4VAT/ON TO T'JE TOP· 1. ALL WALLS RETAINING MORE THAN 5'-0" REQUIRE SPECIAL INSPECTION BY A REGISTERED DEPUTY CITY BUILDING INSPECTOR, AND THE PUBLIC WORKS DEPARTMENT ,i ~ HORIZ. WATS?P=FrM(J, OF-FOOTING Gf<ADE AND AS REQ'O DURJNG !!! ~ ~/GRANULAR EXCAVATION FOR Tf.JE FOOrtNG TO DETERMINE <\c , t,i;/\B"coNc I\ ~ ../ BACKFILL tFotsruReooR LOWDE;Ns11rso1L MATERIALS :s () 'CJ • I \ ARE PRESENT A!JD DESIGNATE T/.IE ARE4S WUERE ~ .,l BlOCI<-~ 2UCJ.R OVEA EXCAVATION AND R.ePl.ACEMENT wm.1 f!ILL 2. THE SPECIAL INSPECTOR SHALL HAVE AN ACCEPTABLE CERTIFIED SPECIAL INSPECTOR CARD FOR MASONRY AND MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 3. ALL CONCRETE SHALL BE CLASS 560-C-3250 P.C,C. WITH TYPE V CEMENT. :J: ~ -~.-' 1 COMPACTED TO 'IOPERCENT RELATIVE COMP-, ACTION IS RGQO. Tl-IE-SOILS SNGINESR OR 1 4. SEEPROFILE. OF' rt.If= "ADVERSE SOil BS-DOING COND!TION"RE-, tJ!d"it" ' fff!/f L- T.F. B.'LEV. 1£=@/Gn O/c V<,?r. GEOLOGIST WILL Al SO OGTERMINEa T/./E EXTENT, i ( TYP.) Qut,q/NG WALL CONST. PER TYP. SECTION-TYPE TY:.,' SJDGWA/..1< "I 2''tMIN.)SAND 4"<J,?0{PORATl:DUNDGRPRAJN PIPE @) D$TAIL 2G. I U-• ll d I --• , 10 ~l2 11Xl8"' GRAVGi.. BACKFILL q. I C::L ,.,...,.:..,. ;f _,..,.L.-1'""'.' 4"PvCE!.8DW CONNECTn::, 3 11¢pVC DRAINPIPE CONSTRUCTION SHALL.BE CONCRETE BLOCKS, GRADE 'N' UNITS PER A.S.T.M. C90-52. ALL RETAINING WALL CELLS TO BE FILLED SOLID WITH GROUT, GROUT EQUALS ONE (l) PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL. 5. ALL STEEL LAPS TO BE 30" MINIMUM UNLESS DTHERH!SE NOTED. / (TYA) ~3''</,PVC ® DRAtNPIPG @2-03/o MIN. ( PER CITY o;: NEWPORT SEAcll ST0-/84-L) • () SPEC14L COMPACTION REqUIRED. SEE GENeRAt- NOTES N0.22 T/./IS SHEET. _, N t·p ,;~~ ,t:.l"tfrllN:)r-... , ·•• (F.L.O/:I.INDt!!:RDRAINPIP'E 1t .,, '°<( .,, • -.2 .. . -:' ••. / ■ 3-#4 CONT. LoC4TION OFCONNcCTtON see PRO!=ILE ..._ ~~,,... ---:---. • _:;.,-,_ -~ • ._,_ SHE:ETS .i)PLANSH€l:T3) -_,,,. """7 1/ -. .. . . . -· - V /I"~ ,,. , , , / . , V, v?,''t,1/!{• #4,i::i ,;..-11 t::-< P~y, cl~ , I, (l. -::::;,--;W/G"HOOk, • .• ··./"-···.·.IL----!-#4 CONT. V. 1 / /_ ,,.. SE~ NDTIE 21 /. '...: ~~~-. v,,, / / / / / / / / / 24 3 1-0 11 DESIGN CRITERIA (see Soils Report as mentioned in Item 11), i 6. THESE DETAILS DD NOT INDICATE THE NUMBER OF BLOCKS PER SECTION. 7. SEE LANDSCAPE ARCHITECT PLANS FOR WALL FINISH AND SLOPE PROTECTION PLANTING. 8. ALL STEEL CLEARANCES TO BE 2" UNLESS OTHERWISE NOTED. 9. 3/4" CHAMFER TYPICAL FOR EXPOSED CONCRETE EDGES. 10. ALL STEEL SHALL BE A.S.T.M. A615 GRADE 40. 11. ALL GRADING AND FOUNDATION PREPARATION SHALL BE IN ACCORDANCE WITH GOFFMAN AND McCORMICK SOILS REPORT DATED DECEMBER 29, 1980 AND ANY ADDENDA THERETO. , 12. ALL CONSTRUCTION TO CONFORM TO UNIFORM BUILDING CODE (1979 SEC. 2401-2420). 13. PROVIDE APPROVED 3/8" THICK EXPANSION JOINTS AT INTERVALS NOT LESS THAN 10' OR MORE THAN 4D' . . . .. - sEePRoFtLE~ I 2'-8 11 0FWA'-l. G~ouT-i--1,,,,-121'CONc.BLoc1< ~ SIDEWA~ -~cLR·.•''''"'' ,,.,::~:N)•:. 1i~;EL 4 :'-SIDE~Al~ .... ~~:~~N-:;, .• ' ~J:Z;~~~~;~~~~~) TO ~~T.~;~ B" 1& ~ (WHEN H<41-o") N.r.s. ; I V ·; · ·' · · ·. · · ,., · ,, .· . · · •, · 4-"PVCeLBOW V-' , ."• . · _J.i,.,. .. <r'""" 3-#4 CONT.. ,, ~-n ., NAP'~ ~ "'ATEllf/UVFtNG ,...:::: .~ .. • .. _ .' I·--·.'. -" ----. . . • . I" . .-•. . ., ·c, CONNEc.TtON lo ~ .. ? ...g~_, -~ -2 ~ • • '.I. 1..P.L. O!=UNLJi:::,..DRM.I ~ ~ 2. I 'rr, ,,,.< -:: .. (SJ 9~ '. ·• ,_• · ·:· ;· ·-·. ·., .< --.. · ~• ._I-~-~ 3"¢PVCDRA!NP!Pi? V~, ~~ .' .. . _ _.. ,.·. :~,~ r;" lJLOCATtONOFCONN5CTtOAI "Mo~TAR C"'¼P .. [) 11¢1,il ~ .... y£:X/£T. SLOPE , ALLOWABLE SOIL PRESSURE -2,500 PSF fc= 900 PSI f~ = 2,000 PSI .fs= 20,000 PSI fy = 40,000 PS! , JJ, = 0.30 ' i NI\TIVE BACKFILL (2:1 SURCHARGE) EFP = 110 PCF 14. CURBS, GUTTERS AND SIDEWALKS IN THE VICINITY OF RETAINING WALLS SHALL BE PLACED A MINIMUM OF TWO WEEKS AFTER THE BACKFILLING OPERATION IS COMPLETED. 1 ' 15. ALL BUTTRESS DRAINS, UNDERDRAINS AND SUBDRAINS MUST. HAVE POSITIVE FLOW. 16. THE TYPE OF RETAINING WALL FOR EACH LOCATION MAY BE ADJUSTED IN ACCORDANCE WITH FIELD CONDITIONS. U :t-!. <-1< • • • 1 • •• ·, . • • • .' • • , • :/ • . (F.L. oF.UNOEJ?ORAIN A ' . · ·. , -..... , .. . SE€ PROFILE SH!iETS A M:i\2:3 8 ,,00,.,__ 2,, "'", -~T • _.__, --• • • /.. / • • PIPE ,t LoCA7'ION OF 8 °..,.. ?' ,,.. .,: . :' ,.-• .' . Et PLAN SHEicT a) f:l if 'O BUJcKL-=+-="-1 ~ . '1 • • , • , • -. ,. ·• ,-, CONNEiCTION Stz PROF/Le r,1/N." "5@12"0/c 1 ½ · .. ~25 ~ "" / / / 1/ l..;'5® /i,,"0/C ' ... "\.... , SHT.S f; Pi.AN SHT. 2 l / 'i' / / W/G">IO~k. ·" _ ·:'1 l(:_:;J ii, ;:, -_ ,-GRANULAR. BACl<F.ILL 1/ /. l'i££/JOTEZ,) ",· • OPTIONAL.CoNSTJOtNT / "·/ /SEENOTEZI , . . ,.1-~ 'I' __,,, #4,-.,18"'0"' ·• ,o • ,I----. ( /" / • l,i, e> ' 0 T.F. ELEV. ' 6"' ,. I /7 I/ ~"MIN / 'J' ,c,!'ae-TE. '. .. ,:· -~ 2"XB"kEYwAY) / / ~-/ / / /.·,_c. <--/-#4coN7'. ~v qv ~ ,, SE£= ' G· #,:J.@24"olc AGGREGATE BACKFILL (2:1 SURCHARGE) ' : EFP = 80 PCF WALLS: 17. THE STATIONING$ ARE ALONG THE CENTERLJNE OF JAMBOREE ROAD. 18. ALL WALL SURFACES BELOW GRADE SHALL BE WATERPROOFED WITH TWO COATS OF EITHER ASPHALT (A.S.T.M. D449, TYPE A, ASPHALT PRIMER PER A.S.T.M. D41), OR COAL-TAR PITCH (A.S.T.M. D450, TYPE B, CREOSOTE OIL PRIMER.PER A.S.T.M. 043). EACH COAT SHALL BE APPLIED UNIFORMLY USING NOT LESS THAN 20 LB. OF TAR OR ASPHALT PER 100 SQ. FT. AND BE FREE OF PINHOLES OR OTHER VOIDS. I ., /<:> / / (5'-6''x 3 1 G" .... __ ' ~ ':#4@18"0/c VERT. ~ ./zy,· s,oewALJ<... 2"SANDCM1N.l 1YP-> / ? #G @l(:,"O/c(SEENoTe Z1) ' ••• : •· ' ,, /, /. ~ / / / / '.,_. ,.:., ~~_. :X: {l) PROFILE ~ERT. f;HORIZ. {SEE NOTE ZI) / ,1 /c; 3'-G"X sf~") y .• , .,. ·_ ·< ~ CLR W/J2" HOOK A7TOP 'El-?' 2'-f," l'-6" .e_~ ~ L----I-:-:-:~~; ~.½: . 4:,j/f~~fv'f:tc;:g:;Jtt!'';IE @) 'l" "'G@1(:,"0/c ( • ~·., I.· #<f@IB"o/c 4__ 4 ,_0 ,, • ' -7 , ) r / / / /.\i ., r .>,· .•, ... .... . • -, 4"Pvc £LBaw o/;'2:'";;J; ro 3"¢,Pvc oRA1tvPIPE f,;, = 1,500 PSI • SHEAR V = 42 PSI BOND U = ,140 PSI 19. A CUT-OFF WALL SHALL BE CONSTRUCTED AT BEGIN AND END OF CONCRETE OR GUNITE V-DITCH (PER DETAIL @). 3' 7 '"NG v~R~ 1 ·, l-,>-Ho= f ·@)( 3":...,-Y,p'Pv.c ~!::./IN/_-'..,:,,.,<::.~~, _ ... , ir~ / .•. '.";,_._.· ••. -/''..• •' ,, '-~ • • LJNDcR.ORAIN PIPI= ,; t....V , c 1• 3"Ct..R. • -· • •• • • "'' ,-+----~-----< ---'--..J <.f' ..,.tv-1 r.,rr;;..._~ ..._ .,...--· -·. ;· .. -~ -'. • 2-.,,..4 CON!. lo~ATION OF C:ONNE"CTIONS&E PROP/LE: \ • ,._ , ••• ·, SPE'CIAI.. COMPACTION Re<SlUIR!.D Sl'?c(7'YP.) @ 2.0o/o MIN. ///' -1/ : .. · .·.',-' SHE£T5 ¢ PlANSHEET 3) ~ • .. ,."' • GENeRAL.NoTl=S NO.Z'lTHIS slieET • (PEPcirvo,=iJ""1PORT///Vfa,, ,,~3 •,;,w-J.,1/// ,----------------,---,---,--------------,--,-"'.':'.:::::-::::-------,---------------------4 THE STREET SIDE OF THE BLOCK SHALL BE STUCCOED WITH BROIWCOAT AND COLOR. THE COLOR SHALL BE CHOSEN BY THE !RV/NE COMPANY 20. 26 -.~ -....._ ~ ' / 1• , ,. -., PLANS PREPARED Bt• APPROVED ..L_-t---------'-t·:::::== .. =· =··=i-S-.PeCt,4/.. COM PAC TIO,</ TYPICAL SECTION -TYPE .II[ -c \ r2-s' l B!'ACH STD-IB:~L~ ~/~c; //ii/:;)~~// 20 l-~-~-1&-=--,--'A-N-DE-LL-A-ND-AS-SD-CI-AT-ES-. -lN-c.-+--+-,_-. -+------------j--J Ii}, 18. JU.. R E T A I N I N G w AL L 5 '-o" Z'-on 7;t'Ji)UJReD.SeE.GE.NERAL (WHEN H>4~0") N.T.S.' 5}, , LLL!~L.i'.'.L,!'////, oim'""'~"' ~AMBOR.EE ROAD WJOENJ~fG '-1 ~uRvrniRs LAHC PLANl4ERS PUBLIO WORKS DIREOTQR V '" N6TES Ho.22 7Ht5 .9/eeT(rYe) -. ...,..,,r,'/CAL s•r=c-r"/oN -..-v;oE I IA-, R,E. NO,,~l~Z-B~0'°~-7,/ -0" / T ,-. c:;-i / I I / J ' i212 OUPOITT CR.IVE IRVUE. tA. ~2715 - _T_Y._P_I_C_A-'--L_S:_E:_C_T_I_O_N_-_TY.-,--"P._'E __ Jll+' --=D=-1'@G ( ADVERSE SOIL BEDDING CONDITION) N.r.s · '-5 1 - ( WHEN H < 31_0") N.-r.s. !5 J '-23, !----'--·"-"-~--------'"-"-'_"--"-''-i'-·":...·:.8.:."i.:J:..:C::.~-1~A--~ ..... c.=P-..:.l4_:R_:_c.::.'D::_:R,_:R;l="'::.~::'D:_::D.::.>'il::.l4:.:.»l:.:.?.:..:W.=ISS=-=&=-J!'.'~"'::"'_,r-! : , . _ + . , D , a A - : , - T ; - ; E ~ ~ ~ = ( , : : : : : = - : ; : - 2 " ' : ; ; 9 ; ; . - ; g , ; ' : : : : : : _ - _ - . : ; - + - - - - - R - E _ S _ U _ B _ D _ l _ V _ l _ S _ I _ □_N_N_□_•,-6-:1-::6:-:--::=--:---, --,!l , I DATE BY DESCRIPTION <PP'D DESIGNED/<£. DRAWN AC CI TY OF NEWPORT BEACH 1--1...:3_1_._3_7 __ _, SPECIA.L COMPACT/OM REQUIRED. SEE GENeP.AL NOTES ~ KS!tfil: 1-"l.";,-"'l !--~-~--------------~--1r.C,:-H,::-E:,:CK;;E,;:D--r,,:D-;,AT;-;E,----, PUBLIC WORKS DEPARTMENT 5 OF 5 No. '2'2 m,s s,;ser. REGISTERED c1v1L ENGINEER ND. :loi1;; REV I SJ ONS vcH 1-2:J-a1 SHEET PLN & PROFI.E FOR RETAl~ING WAL-S 73[20~1□JPFt 9676 J61 20 Jen 81 10tl3 / 125.07.01 .R~S448-S