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HomeMy WebLinkAboutR_5516_SEMERGENCY TELEP/ION£ NUMBERS /'lGENCY NO. SO!ITIIERN COI/NTIE.S GllS CO. _____ _ 7/J· ~34-025/ S01/TJIERN CIILIF. EOISON CO. ------111--!335-3833 P/lCIF/C TELEP/ION£ CO. ________ 71,/· c,33 -0811 CITY OF NEWPORT 8£/lCII (5Ef11£R i f/1/lTER)_ 1//-~-ZZZI COUNTY 5/lNITllTION 01.STRICT.. ____ _ TELEPRt?MT,E/47 '114· t?GZ-!!4I/ lid -042-32M .,VOTIFY iV£3LIC. Wtll?K$ • .OE/7T. 24 /lot/RS BEJ=3RE 517/RTIN<? ANY CoA!ST;ftJC TION )IT 71¢-<c40·Z/2/ ~' }. "- ~ i t R040 KEY MAP SC4LE ··I": 400' TYPICAL SEC7"/0N BAYSIDE DRIVE N. T. S. ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ...... --c~;,,.-=~-~--'--~---.•,·---, .. ~-.... -.··· ,~----.. ,.-.. ,-·---·J,, .,.--.-.... -..•• -. __ ._.., -•·• '< •••. ---~----, -~~:. ·-··:,-•··•-.._;, ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED· TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES ' Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ited to normal ,Vorking hours; and that. the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, :real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer .. c•-c.,-. ••'~ • .-,,-..~-.,.-.,,_~...,.·-------~~-~---• ~~-~--•-•~'-·•-••<• • ~• • ~ ~ -• -••-• ' 5' It I I 8' FEAT;/£,<? £06£ Fo,e: :5Moo;;q 77?,t/NS/TloAI CIVIL ENGINEERING/PLANNING 17881 SKYPARK CR. SUITE D IRVINE, CALIFORNIA 92714 IH](Q)[F(C(Q) 714-957-1384 .. [E[N]@~IN]~~[Rl~[N]@ .d~V: ~«-4,£ /Z-7-80 ,e. 20/87 . . - (i,'' CURB DETAIL l 11 = I '~o" BENC/.IM4RK: IN TIIE SOUTI./WEST PART OF TI./Ei BRIOG€ TO BALBOA ISLAND I MARIN£ AVENUE 0.5 OP II P007 50U7/-I f 1.:3 F£€T WEST OP SOUTIIW£ST CORN€R OF Tl-i£ BRIDGE, IN T/.1€ 70P OP CONCR€7€ RETAINING WALL OF Cl./4NN€l. EUiV. = <i,.t I MEiO. SE,4 LEV€L = f 2. 7:3 :t 01/TE BY GENER/IL NOTES I. !?LL WO/II( 511/ILL 8£ IN llCC0/1/JIINCE WIT/I TIIE "CONST/I/JCT/ON STIINOIIRPS /?NO 5PEC/FIC/IT/ON5 FOIi TIIE CONSTRIJCTION OF PUBLIC WORI(" IIOOPTEO BY T/1£ CITY OF NEWPORT BE/IC/I, Ill/GI/ST 1979; IINP .STIINlJ/lRlJ SPEC!FIC/lTIONS FOR PUBLIC WORl(.S CON.STRl/CT!ON, /979 EOJTION. 2. CIJRB lJ/lT/l /IEFER.S TO FIICE OF CL/RB 3. Tf/E .SE/lL CO/IT 511/lLL CONSIST OFSG -:ill /15PJl/1LTIC EMUL.SON (Pll/llN6 IISPHIIL T 68/1.tJE 60-70) !?NP 511/ILL 8£ APP LIEO AT ;f/ £ /4' 4 TE OF tf. /0 GAL. I .S-47. V.D. CONSTRUCTION NOTES i QUANT/TV ESTIMATES ' 0-CONST. ,f. "A.C. w/SG4l C04T OVER OR/ME COAT I e ',4./3. ----------"C,4 S.E ~CONST. <i,'CURB f GUTTER TYP€"A" PERPEr.tlllfC/TYSTDDW<?NO. 18&-L. t!i";/ l.F. • (])-CONST. TYPE ":I" CURB ,4CC€SS RAMP PER CITY 5TD. OWG. NO. 181-l. I £4. ~ CONST. 4" X 5iz, pee. SIOEW4LK PER CITY 570. OWG. NO. /80-L. I57/J s.F. ©-CONST. COMMERCIAL ORIVEW4Y 4PPR04C/.I TYPE "I' PER CITY 57D. OIAIG. 232 S.I: NO. /<i,0-l. /IPPROAC/.1 BOTTOM= 24' ~ REMOVE E)(/5T. CURB f GUTT€R. -------------------141 S.F. -0-REMOVE EX/ST SIDEWALK ~ J.F. ~ Rt;MOV£ EX/57. ORIVEWAY. ~72 S.I: B-PROTcCT IN PLAC€: =~~-~~--------------------- ·(io\\.J -RELOC47€ BY OT/.IERS. e,1;· ~ PLIIG EXIST. DRIVEWAY PER CITY STD. DWG. Na 165-l c,,rv S.P. ® CONST. IZ ., PIP. Kl /8M1t.. Pot..y.i'TNYL-€N£ WRAP .!lo L-F - @ CO#ST FliATHER EOG£ tJ//.ERLAY-/Mt1 5.F REVISIONS APPROVED"" &13, PUELIC WORKS 0/R.EC.TO,e RE.Ala (Zgo~ lJAT£('l:ZJ-eo 4PP'D. 0€5/GNEO: A-W- C/.IECK€0: r.a.4. OR4WN.-s.w. OAT£: /&-27·79 I --__ ./ STREeT/MP~OVEMENT BAYS/DI: DRIVE Ff!.'iJA1 MAR/f/E .4Vc. TO .:!UGO' EAS~RC.Y C'ITV OF NEWP0~T 8£ACJ.I PUBLIC WORKS 0€P4RTMENT - C: r 0 ;;:: [J • ~ ~ 1 I ~ g c.: 2 = iS -· % \ 25 1-..: :.: ..... 15 \:I.I a Cl . Cl Cl (j ~ '1- Cl ni ~ -----~ \cl" ' ~ 0 I ;ELEC77?/c S'~VICc ,c;?oM srz/8 /N' M4RIN£ AVE-8Y £L.£CT7<IC ca. tr\' " ~ ~ ~ '----~ 2 --- SCALE: 1-/0RIZ: I" =Z.O' VERT: !" = 4' ,....,,_ ~ 'Ct -'-- . .... ... . .. !•"i::i . : .... . .. ---······-··· /=)</ST/NG (1'/!°ICAL) 3 72>/7 OF CUI'? B i MED. S'EA L£V£L • + 2. 73 ;t .......,_ in ~ '-:t \'<\ -'Ct '----::: N07£: ALL STATIONING BASEO ON' 1£ OF BAYSIDE OR/VE. OATE 8Y Dl=SCRIPTiON REVISIONS 25 15 AOP'O. DESIGNED: ,4.W CI./EC'Kf:D: -r. .A· \J\ I' '!:,. ..... "' CONSTRUCTION NOTES DRAWN: s:w OATE.-/?-2'7-?';J DITY OF NE"WPORT BEACH PUBLIC WORKS Ol:PARTMENT ·, "----_:, ___ --~ .. ~------· i - ! I I 0 ;;~ I I .. i ~L..,. __ __J .~ .. •1~· C ~ - ~ ;~ ·-' I <-. I • I I i ------+--- •I •i ' ' : i ~ \!I ~ "' ~ IQ II • ,1 ii ,, i I I - -- c,. . ~ /', ..... .... /;,•s ~, e. ' I I I I ·rwa. sr1:I~BDzL01No--~--I :~ JOINT IV EXIST, 8Ut.K If. '/I 0 TOP OF 8/1!), £L. + 10,5 • + . TOP oF 8110, £l, ,S. G /" LX/SZ:. Z:JZOCI<~ ... __ •• WAtl, --2ef-10" • TYPIOAL, fil ' TYPE-I IZ f?LC's _ SEE .SS.CTltJU @s11rt.~ I :ffi ! I ..l.vl-FIR.$ T EXIST ~ _lJ_ I l I I I I I I I I I I I I (EXIST BRICX S//JEWAl../1 r----i----7 t-·-I I --• ' ; I L_ __ l •I£ : EXIST BLD~ ·~1 ' 'L __ l , , I I , ' L:.._:.:_; . : 'f I I I I I ,.,,. l I I I I I ' ' I . ,. _J .. -- & ... , TOE PILE 302' t: ' (Hew C'ONC Wt4£.E). i---------------------------------=--'-------~-'-------~---------~---- ~ ' '5 8-8-80 H£Y/S'ELJ rOH r/EL,0 Ll/MEIIS/ONS 2 l?-14· 7'1 l!#ANt;E NEW CO/JC. WA.Le i £)1,l~T /3Lllt; OJJrUNE I ~ ~G!:.7Y: =eHAH<'Flr:::_'£)/M£N.SIOHS-----~:~·-_=:::... NO.' DATE DESCRIPTION REVISIONS v, 1.,, l, N.H.a /11-N.O, BY 364 :.0 " :!. I" : c?O I --· ,· CONCRETE: ill' REINFORCING: • TIE RODS: DATUM: SQIL COMPACTION: SITE CERTIFICATION: SELECT BACKFILLS: REINFORCING RAR SP.LICES: TI ES: EXISTING UTILITIES ANO FUTURE FOUNDATIONS: CONCRETE FORMS STRIPPING: CONCRETE CURING: ANCHOR ROD TENSIONING: ..... . ,, .. ' .. ~ ' 1 .~. V7 C7N7TY GENERAL NOTES ALL CEMENT SHALL BE A.S.T.M. Cl50 TYPE II WITH C3A CONTENT NOT TO EXCEED 8%. THE CONTRACTOR SHALL ADD AN AIR ENTRAINING AGENT THAT ENTRAINS NO MORE THAN SIX PERCENT (6%) AIR. CEMENT CONTENT SHALL BE AT LEAST 7-1/2 SACKS/C. Y. W/1-TER/CEHEl!T RATIO SHALL NOT EXCEED 0.45 (5' GAL/SACK). SPECIAL INSPECTION IS REQUIRt:D. ALL REINFORCING SHAL( CONFORM TO A.S.T.M. DESIGNATION A615 GRADE 60 AND SHALL BE HOT-DIP GALVANIZED. All REBAR TO HAVE 3 IN. (MIN) OF CLEAR COVER. TIE RODS AND TIE ROD ANCHORAGE SYSTEMS SHALL BE AS MANUFACTURED BY: DYCKERHOFF & WIDMANN, INC. 11526 SORRENTO VALLEY ROAD SAN DIEGO, CALIF. 92121 ALL TIE ROOS SHALL BE SUPPORTED ALONG THEIR LENGTH AT SUFFICIENT INTERVALS TO INSURE STRAIGHTNESS BETWEEN THE PILE CAP AND DEAOMAN. TIE ROOS SHALL BE COVERED WITH HEAT-SHRINK PQLYETHYLENE TUBING . ALL ELEVATIONS SHOWN ARE BASED ON A DATUM OF MEAN LOWER LOW WATER= 0.00. COMPACT SOILS IN FRONT OF DEAOMEN TO 90% RELATIVE DENSITY (MINIMUM) PER A.S.T.M. 1557-70. . -· THE CONTRACTOR SHALL VERIFY THE CONDITIONS OF THE SITE AND SHALl VERIFY DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL EXISTING CONSTRUCTION PRIOR TO START OF CONSTRUCTION. ~ THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL SIGNIFICANT VARIATIONS. BACKFILL MATERIAL SHALL BE AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. SPLICING OF CONTINUOUS REINFORCEMENT SHALL BE AS FOLLOWS: #6-33ih. #8-45in. #9 • 491n. ROTATE TIES IN WALE SO THAT HOOKS WILL BE IN DIFFERENT CORNERS. THE LOCATION OF UNDERGROUND UTILITIES ANO FUTURE BUILDING FOUNDATIONS rs BASED ON INFORMATION SUPPLIED BY OWNER AND IS FURNISHED FOR INFORMATION ONLY CONTRACTOR SHALL VERIFY LOCATION BY HAND EXCAVATION AND FROM UTILITIES ANO ARCHITECTURAL DRAWINGS. • FORMS MAY RE STRIPPED AFTER CONCRETE HAS ACHIEVED A MINIMUM COMPRESSION STRENGTH OF JOijQ PSI. THIS WILL BE APPROXI~ATELY 14 DAYS AFTER THE POUR PING IS DESIRED, BREAK A COMPRESSION TEST CYLINDER AFTER 7 DAYS. IF EARLIER STRIP- RREAKS AT 1000 PSI OR MORE, FORMS MAY BE STRIPPED. • IF TEST CYLINDER CONCRETE SHALL BE MOIST CURED FOR A MINIMUM OF 28 DAYS, WHICH NEED NOT BE CONTINUOUS AFTER THE FIRST 14 DAYS. THIS MAY RE ACCOMPLISHED BY KEEPING CONCRETE COVERED WITH SHEET PLASTIC FOR THE REQUIRED LENGTH OF TIME. CURING AGENTS MAY BE USED IF AUTHOR-IZED BY THE ENGINEER AND APPROVED BY THE CITY. ANCHOR RODS SHALL BE TENSIONED INITIALLY BY RUNNING NUTS SNUG TIGHT PLUS 1/2 TURN OF NUT. FINAL TENSION LOADS SHALL BE Jok PER ROD. TENSION SHALL BE CHECKED AFTER 24 HOURS. RODS SHOWING TENSION LOSSES OF MORE THAN 2k SHALL BE RE-TENSIONED AND CHECKED SEALING BULKHEAD JOINTS: AGAIN AS ABOVE. ·-..-____ . ---~-.,---=--·~·--..,--..; · ·-· · · --& PANEL JOINTS /SU:.\LL. e,e.c-,ss,,;i,eoc-W lf'H ·coi-rciz.en;:~~AII, 'T!fe • I.AN!7r:5109!b TO PREVENT WASHOUT. OF BACKFILL. CONCRETE SHALL CONSISTO'FA-PUMP GRADEMlX CONtA!NlNG NOT LESS THAN 8. 0 SACKS OF TYPE II PORTLAND CEMENT/C.Y. AGGREGATE SHALL BE SAND HAVING A FINENESS MODULUS OF 2.90. SLUMP SHALL NOT EXCEED 6 INCHES. COMMERCIAL MIXES MEETING THESE REQUIREMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SEAL CONCRETE MAY BE PLACED BY PUMPING. CASH 6 IENl!IN ENGINEEIIS □□ LONG DEACH CALIFORNIA DESIGNED RKS /<i!:Sl.JB.OIVIS/cJN ,¥t1. S69 DRAWING NUMBER Dl!AWN /1,/C BAY.SIDE. SQUARE ·.o/:"F/CE -eu.1£.DIJJ.<J; CHECKED RKS 1----~-.;, ---1-NE.WPOer· F3fiA..CH., 711-LOifl CJA/../F,::. ~-, REVISION SHEET DATE l/·16· 7;; .___..e .... .-aLKUE,;t:;o-=:B ----,12-z::;,qN.-. ___ ---=.ffi ' I 1 ' ' """1 Q) I ' ...!!. ' - 0 ' i z :::1 uJ ,c_ L CJ iTl JJ 7 >L-----~ ~ ~ <_ . z ,m n i' ~ 0 5 -;;:: n ~ C .-_ e-' t:: Q :;, ~ ?; =-- :z ---:=-=.--- NO. ,. M.t..l, W. 3" C!.LR, /£1.. +/0.5' TYPE. :r WALE ' . .J ------ IFANCHO~ Si.EEVt::5 A,C'C .JCT7'E1' f At.7'-C,?,½lff SCAs-/o1-Al>J-'- tiSEt:J r;r1s 13-/S n4NC-G ,'f,4 l' l3E L E58 /Z\/3\ EL, -s.,;.' SE.CT/ON 0) 1/4" =/'-0" I H 10-0 ' 5'.'..3f" - " () ~ ,, 0 <II I . -<I) SLEEV el.+l.71 - -, \ 3'·0" OIA I \\ 1 • • \ \\ \ I \ /1-0~ I \ 71/ '} MIN. \\ // " , \ / I ' I ' ·. ' I I I / ----------- , / I Ftt~x ;o,;fi.;o / I I / , ' I '/ 4-" • ~ -· '31 -i-1 ~ ~ ~ ., ~ l\J \ \ ! ! / ' -\ r ELEJ/. ,. 1.46" I Al.TER NAT£ OEADMA,V ' ----..._,~----.. '-,-~ , Z 11 ~1SCH. 40 f'VC PIP!: 11-7 11 t/2 "-= l'·O" (i) IF WALES ARE PRECAST GROUT GAPS AS feeQ'O EXIST ___ ,. __ ,/ C0NC. 131-10 ;~ _"'- €.tf:;B X8 j ,, - SECTION 1/2" = I '-0" : :·\·:~,\: '. r/ / COIZE; C~e6.~IJCE. -/./OLE.@ EA. A!-1(.,/.101<. /<OP If • ' /,). 'I .....__, _______ -------·------------------- --, , _:_--;s"fo. $TEEL TO ,P//C COUPLING £_ • FIL-I. WliH HON-SH/ell-//{ 4,teOUT----...i_\i~ _ :-:11r::~)_ /~ 1";.~ti~R - ., ·, ·;:.<.· ~--.,.-.-, ----:., J .ScCT!ON i"<l>ANCHOR ROP Rl:VISE 7YPE, :U WALE .0.:T.t'BW/9LEf.a.Mo,.,,,P# 7-15'-Bo WAI.E ELENATIO/,J ,/ CEAPI--IAN c:HAN<t,E I.M. v. 1,.l. W.il. o. /!HAN~£ S'EC7: 0; lOCATIOAI W,/1.E; DEtETI DETZ WHO IZ-l2·79 CHA/.1{(,6 D/ME.NStONS Ii.JC DATE DESCRIPTION BY REVISIONS ' ' \ I t • i i I I I i l / ,' ' I I i 3-,#--4--.L ,. r/1.L WITH NON•S/1/flNI( G;l:OIJ7 L/NlESS CAST IN Pl.ACE 7" ~ I CAST IN PLACE ()A/LY\ /, 1/z.",, l'·O" \ \ I ~&, \ I \ Ii , l'I ·' 0 9 1-0'1 /\ i I • I 3'-o' ' \ ' \ 0 •. -C ·' ti.I / '\, '2. -# 4 ~ Z 1-6 n £,, w. SECTION • 0 ,, 11) -' . ., ' . s • - EXIST. /IEADWALJ,(J et.. 4-7.5' r------7 ' ' [__ ______ _J EL. -2.5 1 BOTTOM EL. -6,2':t f£X/ST. (!ONC, cu.ea 3 ---EXIST. CONa, 8HD, --G,J -t: ----------, -~ ,_,. ___ /-- , ' ' ~ kl f;/,, (l. /!, I 1/.11 If WBL/,POINT f:'(£. Jl,e ~T/.1.Gfl, £ !NGTAU. IN ~.eeo CUARAJ-ICe !(Ole ,' e }?7 o---:c;., __ ,. ---J~ V&S AR& JETT€-/;) f ,4LTEE-il.4 TG -OEADMAIJ USED 7'/H-£ 01ST,1/t/C£ l1,~Y 8C' LC5S -C-(}N9Vi.T E>J~!-IJEER je.\,/2\ SECTION (j) ALSO TYPICAL FOR INSTALl,4T/O/./ Ot= TYPE 11 WALE 1/4''=11-0" - 5'-JIN 121-0" 5 1-11" /4\,9\ 5'·0" (P/CI( t)P POINT) ' 5!..o" (PICft' llf' f'OIAIT) - ' ' , ,. -..>· :.> ·~-t-· ':. :.,. 2.SPA.@/Z~ 4-SPA@{/ ----------- r.-:-,-~- • ',t ' ,.~ ·"' • ' ~ • '..., ~< - /#3 TIES (TYP) ~- ; ' • ',-.. I ~-\~ ii~~Lr/.:·~. -'-"is-·. - ·--~---~ -·:/.11 ----- ::::. . 5 SPACES r;;,4-• 4SPA.@6' 5 SPACGS (i1J 12." 4Sf'A@ 4,' CEIJTE~ OAI ANCr/ 0~ li'OD (TYP) --------------- --- TYPE I WALE. I 'c ·teEQ, 't:) 1'' ~5@/l,~ ."!Y'ACG'.'3@4-' 9SPAC£S@6ll · J 11 (, ----._________ r)._ ~'.~ (_-I 4 -O P/CI( !IP POI/Jr • CEA/TER ON ANCHOR. ROD r----C7YP) --.________ I _,,,/ ,,, ·-------~ -• • ' ' 7 Ii--✓ ----,,. -:i--•··-~ I \.' ' ·. ' ; .. . .'•.t~'),./~-~:_,_ - : ~ ,"~-.. ·_1.}. --. _... . . """~--~ -------a'=a''· .. ·-·. ----~--- / '--- ' '_.; ~ :(1 'i r. .:.~·,'. • ' (tJ ,, .. ---~ 9 SPACGS@4'' 4 SPA @ 11:," 2 SPA@1e• - #?' :.,, 9 SPACES 6/ 4' 3' /o ~ zo~ ,4-10" ' ' ~t"= (//>,. VHTJ -~-- I • ..L -t:\\ '}\.:;'•,--.-✓ ~~--· • -•• -.'·· -I,, ~,-:_'-_:.::... ... 2 1G'' --- TYf'E rI WALE. i ,, ' c~ EX.I.ST !3HD {_ .' f ·, ........ . --' ... ,, ~ , • \, ,1\' !j" 2-,i18 x4 1-6' C[IJTERED OAI ANCHOR, RoO (TYP) \ ---.• ' ' ' ~_S'J(/Si J3HD C - ELEK,.0.45 SEC TIOAJ 1/211=/1-0" CASH G JENIIIN ENGINE£ll50□ LONG OEACH CALIFOIIN IA 0ES1GNED R.K.s. Re.:su.so1v1s10A1 Nt1. S69 1-DRA_11;i _ _,,W,,..;H..,.....,O_,_. --18AYS/DE St,)L/AteE Ot=PIC.E. Bil/LO/NG CHECKED R, I(, S. DATE NEWPO.eT BEACH, C!ALIF. BUL/{HlAD RE.PAIR DETAILS DRAWING NUMBER 78-/0//A REVISION SHED' ill ....... ,..,., . ,-, \,Jll,I•,., I ' I I I I • 1 j I I ; ~ ::: > ' " ;; C ?:: z ~ . 0 ~ s p < JJ z , 0 0 I 0 5 0 0 " c 0 ~ I o z ! _J ~i _u I ]> < < / G"J :. i 11-6., EXIST. S/.IT. PILES: , N +-II@ "1-·0 • 2 '-6"' -r-59@ 4!0+ EA. (70TAL • 44 '-9 ") ( TOTAL LEA/IJ,TH 2. 4+' -7") . ' -~ /NEW AMCHOR ( __ _IYPJCAL_£U,Sz:.__ I ---------·-···----I ' ROD, TYi'/ I r I : EX/5TIN<=, I I ~~ EXIST. WRLL ~ z!o"1 12. ,_ OH I 12.'-o• ±. I 1z!o"' I , ,.,. SHEET PILE -D IZ. '-6 11 = I IZ. ,_ 6 H!: I J 12.. -o -I I :,9NCIIOR tl'OLJ~ I I I I I ( /2.!o• Nllv!Mll,M) I I '-.. I I I I I ' I I I I (TYP) I (: I I I I TYPICAL ~ I I I I I I I~ I I I I I I ! I I I ! I ! I I I ! I I I I ' I ' ' I ' -. ~ "· ' I I I I : ' " ' " I I " II " I ' : I I ' I ' ' I ' I I : ' I I I II I I ' : ..j I ' ' II i ' II i ' I I I I I l:: I I I I I I I .~ 0 0 J 0 0 0 • 1 'l: /V£JV WrrLE NO. •. t TYi'£ .I W/1LE(TY/?) - ' 5!1/" /2.!.O" S.!//" . . e,3~10" . ~ ~ - m -e- ~ < ~ I ~ z " "I z G) ~ " C II) ' z . 8 "· i ~ C c, < 5 z l-; ~ ,~ -I 12. 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' l - ~, ' i • ci.o ' -c• ~":I ,' -___ ,J I , ,. /.3: 0 ".:t: IE'!.([, II :t ~ ------. ..!!, ' - 0 -=A,, - ..!!, ' ~·- @ /' DESIGNED M. F. S, Resu8DIVIS/e,,v No. 5/l,~ DRAWING NUMBER ,, DRA\ffl XM. BAYSIDE SQUARE OFFICE 'BUILDING (!J 78-1011A· ~ 9·2t:-80 E/l'C/lSE ro:E r'/LES "'35' if:'"" 311, at:. CH[Cl(EO ,9..R,C , NEWPORT BEACH, CALIF. 8·/,6-BO H/'9LE /3 .s"VdJ'; n,;rE L1l:. APPROl'EO ' 1, 8-e-Ba #VMOE,f'E,t:J WALES a:. REVISION SHEET BULKHEAD REPAIR' NO, DATE DESCRIPTION BY CASH ll, IENl{IN SCALE DATE ~ ·--- ENGINEERS□□ REVISIONS LONG DEACH 114•-1·-o· 8-6-80 PLAN CALIFORNIA 5 07 & ~.--~:--;._. --------------------~~---~ -~ .,,,,.--ST/11/'ILE.SS STEEL DOWELS -· / . SEE LJET/1/L. 0 (6 /?.EQ'q} I __ ----, ---7 --~ _:...-----\ ~r --,----\-----_1 _________ __.J IJL---1 ----\____-~---/ -I -1-l \ '\ - \ JJE'I-J DEAD/vlAN V L--1.------\ \ (lYP) \ \ I I I I. 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OFFICE BUILDING NEWPORT;BEACH, _ CALIF.· BULKHEAlrREPAIR" PLAN: + 9. (o MLLW 0.0l'l -5.4 DRAWING NUMBER 78-1011A REVISION SHEET" IA i.12. :_;_2 -:. ·'" -~-~- "} :! " ~: \ ' • ' ! ; 1 • ' . ' • :; ; -~ i ·-,~ @ " • C 0 ; ,-q ~ < OJ m JJ z >~--- _, C C