Loading...
HomeMy WebLinkAboutR_5457_Si ' \ I I • • l I N[EWPORlr ·•. l . , ~f;.:, 1] • ~MPROVEMENT OF SOUTH BAY FRONT, NORTH BAY FRONT~ AND THE EAST BAY FRONT GENERAL NOTES The e/evaf1ons shoc,,n on /J;cse plans and pr-o/iles qre /he elev4/;ons measf./red lrl f"eef c1nd decrmal.s //Jereor c,bO//C lhe o!fri:!1c1/ base or dafu,n as herelolore adopletl ,::;nd esfcT6//shed 6c; lhe C"ihf Councrl of' lhc Ctls,' or l'lec.t1porf Beach. _ The .3,rades of" lhc praposed improven1cnis .:shall be a .5/ratjhf ltne bclween _ each or f/;t• 9r.,de poin/2 consecv/:1vel';t'- loe sl-al1ons shtJwn on lhc plans are dsldfnces measured on fhe hvlkhcad. • • All rc1nforccmenf 1:, 5feel me tollowiny 5/4ndard Pl<£1n Orawin35 of' Ille c,ic; or /v'ewporf .8cc1ch_ shall .be cons1d,~-red parlor lhcsc. p/cfn.s and 5pec/,9c.a /1,:,ns: . _ 5f.,,11dard Plc1n No. 1047; Junclion 8ox.. Adopfed hy the cify council or /he Cily ot Newport Beach on November /2th, j/35. ;;) A!les~Yh L, ~ Cif_y Clerk . EAST AND WEST PROMENADES OF GRAND CONSISTING OF 12 SHEETS !'!UMBERED 1 TO 12 INCLUSIVE. SEPTEMBER 30. 1B35. Rev/.sed Nov./2'</~f) APPROVED: _e~ ..... ,, 0 , • .., = - R. L. PATTERSON, CITY ENGINEER. 5PECIFICATIONS The fol/ott11il.3 s-k,17darcl and Special 5peci/i"cahons or fhc Cilrf or Mw/7orl BecTch shall be ci:,nstt/ercd p_c1rl of" //2e:sc. plcv1.s and ~pec/h'cal-1ons. 5/andard Spec/lii::.afions /Vo. 50; /=or GenercTI Re9u1re-menls. slanck:lrcl Spec/licahons No. 51; lvr Cc-men! Concrcfc Mafer1,;;ls and Re1nlorc1n9 Slee:/ Sf.:1nda_rd Specihul,ons J,/o.52; for Cemen!Conc~I,:; S1.b't=wa/J::s • Curbs dnd 6e1/fer.s. Spec,..,/· .Spec/hca(112ns ;jo-13; ror lhe lnsfallaf1on of' C"erla1n l.;jhhn9 Concluil-and lhe Remove¥_! and Pepklc1n9 i:JT Cerld11n Ex1sl-1n3 Ornamenlc7/ L13hf Posl.s or 5/,:7ndc1rds. Spec1c1I Sp~ifi'c.al-1ons No. 14; ror lhe Consfre1chon of' /111ooden Aer.s will, Cemenf • , Coacrelc Plies, F/oc7fs and Appurlenances. - .5pec1,;;;1 s;:,;,,ci/'l~.;;-ft,,n.s _No. 15; ri:,r !he C,:;nsfrttclton of_ Slonn Dra1os c1nd Appurlen,ances. Sfand,;;rd S"peci/;calton.s No. G4; hr lhe Conslre1cl1on ol Cemenl C:oncrele.. . Bvl/:.head a17d Appvrlenances. • . ------------ B~4.LB OA Shee/ No.6 Pier fq 6e ccnslrf./d<:d. LOCATION MAP LEGE.MD DESCRIPTION OF Scale: 1 inch = 400 reef. ·---Ret"ntorced Cancrele Cop1a3; T,.;pc D. •• • •~-~-Precasl Concrele Ale c1nd Sl,s,h Bul/:head and Gncrdii. s,i.kwa!k. . WORK TO BE DONE I I i I : Ii / : -. I \ -~-- \ ,. ,, ·, I I ' Expa17s1on /oinls :shall ~e conslrucled /hru c~p1n9 al every /0th pile and ;r; sidewalk af 44 fool 1nlerva/s. I "h!led expansion _/010/2 cShall he consfruc fed where s1dewc1/ks on 1nfer:5ecf/ng slreels af;uf/ on .51dew,.,II::. pc7rallel lo /he .bt.1/k.head ar;dal ends of re/urns af corner~ of bulkhead. See 5/2eel 10 -for de/a/ls. " I I .. PROFILE r El. Verfli:::a/ Scale: 1 inch=-4 reet. Hor/zonla/ Scale: l inch= 50 'feel. It II TYPE 8 COPING 6rade or lop or Ftnished Bulkhead. I : E/. IOJhO I • -~ .II j £. /0 . Grade OT Top OT Finished Sioewa1;c E/. /06.32 t=· =======t~~~==:::::=======;r-=======================================:::=::=========-----7~------- Ex1shng uround Line along ouls,de face or bvll=head ~I ~I El. :38 68 ~1 _______ ::,\· _jE~I.~. ZZJQd_ _ _:6:::;:t<:.:;.a1:::~~~:.;_:.::or'.....;;;B~o~Mi:.:;;;rn~._::.O'._r.:_R-:.:.1n:.:_'~::::s:_:h:::ed::::· _;_·Ch::::::n.::c::.~.::::.:.lc.:::.::S,::.::h::.::::b.::;s·::..· .,L_ _____ ___,:E.~Z:.::.:3::;;9::,;: .. 0~----=~ • . Me417 Lower Low J,¾,le:c.2.. -::--t--1 • • . ~ 1 ..,.--El. 98.08---6,-,.-.. d.-e -ol' B;l/4m-· or-F;-in-,-shx-/u,n~/l-1:::-S/a'.-bs-------_----+ ~-----__ TYPE 118 '' 5LA8S -~ --=--:1 _ ,, ---___ ___ ____ ___ -E---------TYPE .. D 5LA85 TYPE "8" PILES 'I:: k---------TYPE "D" PILES -~ Nole: The dslance Ttvm c.e.nlcr Jb Ct!'nlcr or p1i'es I.S :3' //.G 7 /eel e.xc.c,,ol where TC(pt:s F, G, Hand .l, pi/;z El. /08.oo ! !/.(1 El. /06 . ..50 E/.39.II f/.:38.O8 _I ~ Q I 11 a~ '"I ~ I~ _____ _, ~-----~' "( l~ ____ __,1 1~ ____ _,I ~ -~ I,:) I ~ K El. /OJ.SO ,---El. /OG.50 I ~ PROFILE ' TYPE 'A II COPING Verf/ca/ Scale: 1 /nch = 4 Teel. Horizon/a/ .5c.i7/e: 1 /nch -= 50 feel. · -------------~ . Grade or hp or /=in/shed Bu/Meac;:r'-El. 107-.50 rade ot Top or Fin1'.::;hed 51dewalk.; El. I0G.50 L:/. 10750 El. 106 . .50 Conhnved klow . 1-+-------------i•\-, -----------,----../ . . . ~ ~ Exishi,g 6round L,;,e along ou&ide /4-ce ,r /,utih=d, . • . • -/ Me.iln L.ower Low W.;,/er . . • I f/. 3~.11 . _L_ I . o"'-__::;'£:.::.i'.-~35!;:;.:.•..;.z_s-_____________________ __,_ _________________________________ 7"' _________ El. 93.zs /E~~---_ ---. ·---;;;;5--;--E;,--;;,;s-_ -rua.zi --Grade of' f3olforn t'Jr rinished .Conc.rele Slabs / Confinued on nexf sheef. I • 6r.,-;,d,,, or 801/2,;n of hnis Concrcfc 5/4,,l:,s ./ --s -· ....... --•• TYPE "D "SLABS --· -~ _ <-~ ----TYPE "D'' PILE.5 ---------- R ~ ~ ' ii ·1 TI L /0 // 12 \ -, /,6 17 TYf?E "B" SLABS TYPE ''a" P1ic:s C ZI /8 zz -:•.,,, -,... : .-_;, I ': ./ . . .·..i· l. .. . • ~ .:. I ~-L--L--~ )._<, I . . • --.·.: ... _:.::,-· 11or/zo17/a/ .5cale: ·s:, .:-:_~'7:.-:-:--·-._·,,-.\ • ,:-•• ·._..-•• -,.-••• ••• .•· --·.·.: C, • 1 inch = 50 feel. y .. Ff-?s:;!.T:: .. -..• .· . ~--------------------------1 ,, · -------r!~~~:c-c::-::"'. -·'. ·.·.·,. CITY OF NEWPORT B'EACH cA5~,-~, .. ,.-, ·· · •· , -:;; ... : .'-.: _:~ .·.·_;;_::,:f-•~c'.','cc:--,::.,,::-'.-.••• •••• d ,5/ab (3u/J:.head STORM DRAIN NO. 3. . CALIFORNIA ·::-•:--•-: •• ,--•·.•_ I eonc~fe:. Pi"/e an ;..;.Curb Znlef..Ta-p' ,;15_ PLAN No. 400 P ,-,,,:::,,c.,i7S I r 411 1 ' fl • i ch f 1-.1 2 t~ Jz <-'-f r =· . 28 or casr iron P'Pe.-' ~ ee no. o .Jr✓ee s . ~ b \ -__ . • U. s. Bulkhead t,,ne-141 or 6" cos!-iron p~e. R. L. PATTERSON CITY /;NG/NEER . ~-,<!) \_U.S.154 .I-;G"vo/Yte afdvalve-?ox.-~ Drawnhy T-/t--1./'--t. Checked.._bp.c7.yf. . l! ~ G of' G cos iron ppe. --~ . Approved: ~-s;:. ~ .; ~ ~ PLAN August, 1335. City en /neer. R-5457-s ' • ___ ] f i / \ ) ' ,. ' '' . \· EXPANSION JOINTS Expansion j01nls shall be consfrllcled lhru coping af eve7, !0 lh pile and in ~1dewalk. al 44 /oof 1r;lervc1ls. El. 107,so E/. IOG.50 El. 39.25 I rilled expan:s1on ./0117/:s shall be co17:s/rvcled w/2ere sidewalks on inler.5ecl1n9 .5/reel:s ,;;bull on s1dew,,,lk. prallel lo !he bulkhead and al ends or relvr11s al corners or lhe bc;l/:/;ecu/. See Sheel 10 /or De/,;,1/s. PROFILE Verl/cal Scale: 1 inch= 4 feel. Horizon/al Scale: 1 inch=-50 feef. -=:E~------------------------------T1.--)¥/'-I.P-"E 'A" COPING ---------------------------_____ _,;_ Grade or Top or rinished Bul/vl;ead -----------,,-::----;---=--=------:::--,,=-,--,--:-='"-r---,,---L---'---------------,----------------------------,-,----E/,107-60 • Grade or Top or .Finis E/. /OG.50 ' ~ i\:j ~ ~: . \j r I; ~ Conlinved .!=loco . ·~ ~ ~ -~,\---------------:------_:_ ___ -----4~1-~_:j_i --:~ . -------'----..------'---'---------------------=E,;;!.;i'.:.!;9~9:.:.:·2:.:::'S_;_-=>lj) __ ---Mean Lower Low Wafer; El. 3:J.11-----7 __ s,,I _______ el. 99.25 Exisling Grol!nd Line along oulside face oT /;Ju/J:.~ V & I) i lrj Grade or LJollom or rirllshed Concre::lc 5£..bs. PROFILE Verlical Scale: i inch.=-4 feel Horizon/a/ 5cale: 1 inch=-SO feel . ' PLAN El. 107-so E/. IOtf;.50 1-ce: Grade or Top or rinished i3ulkhea-d 7 <!"". ---------------------------...!....-------------~-----------------------------------------------------···El. 1a7-so TYPE 1A,, COPING _J _ _ E,. /06.So t Grade oF lop or Firlls/2ed 5/dec.ualk. 7 ., I 2 .3 4 7 42 I A8ALONE • DRIVE f () PLAN El. :J3.2.S El. 97, 25 Conhnved above . CITY OF NEWPORT BEACH 400 CALlf-ORNIA PLAN Sheef No. 3 R. L. PATTER50N Drawn by 7Jn.Mf. Approved by /iugusl, /935. No. or 12 sheels CITY CNGI/YE£R. Checke;i., b~cz A ~-~-V Cily engineer. G#T.3 ) ! 10 ll ~ J: cJl ~ 0 if' ,.I \ 'I I i I I ' I \ I ' \ I / ___ • _,___ ---------------------TYPE. "c "COPING PROFILE Verltca/ Scale: 1 inch = 4 feel . Horizon/a/ Scale: 1 inch= 50 feel. ------------------------'o,-..E--· -----------------TYPE "B" COPING ---------------~- El. /08.00 ______________________________________ _:G.::.r..:c1:.=di:.:e:....:o:...f"_Tr.:..:or:'P:....:O:...r...:r1....:1:..:n.:.:is:.:.h.:.:e:.:d:....::B:.:u:::vkh.=.:..e=-a1~~::.:.'.1/,·..i.' :.._ _ __;·•;..;· ·-,'-----------~---~------------------------EL. 108.00 E/. 9::J.08 - ~ ~ l( !!\ ~ ~ :--.: :--, Ii. 4-i . -------I ~ ~ Ex/sling Ground Line along \) I;) ~ oulsrde &ce of 6u/J.head. '9 ~ S:! ~ lij :-._ \ij :--.: l(] . Grade or Top or Rnished S1dewal, - C'll Cl Q \1) ~ I;) '-'-;--:. :--.: ~ ~ "7 ~ ~ ' " :-,.: ltj ~ ~ " :--: lijj ... ,.__ l-1.t --l----l------------~~L~,G.~r.~•'.fd.~e:..._::cf~L~~f/o~171::..!o:::r:..:n.~7,~'17~is.;::hz.:a:;d::...!;Co-:!::!..n~c~r,~e~/2~1!;?~,:::S,!:.!,;.,:'.;b~::;=.:..·L 71----'-+· ;_;· -___:....;,____:·___: __________ -t---+..;.--....:....___: _ ___: _________ T l __ ---t....;M.c...:...cea=-n.:.....::L_o_w;.;;;.&_r_L;,c.o_w_m-',.a_l-"._r_E_!_. _9_.9._1_1_,---i----EL. .9.9. Q8 I TYPE "a" SLABS -----------~----,------TYPE "c" s~---1-----------------+----f-1---i 1--t--TYPE "B "PILES --T-=t= :1: -TYPE ·"C II PILES •• i I --jf-~..,,..,,.. J J I i I ' ' ~ ~ ;--j N '.!l t\l ") -i1 ~ " ' ~ ~ ~ ~ ~ ..,..,, ~ .. i I ~ .• -l ~ I /~ . ,_ ____ I I._ ____ ' ~ ~l ____ ~I I'-----'' ~ I. _J ~ 1 I I ~ I '\ :::;: I ~., I -,..: ! rri • 1 I I Ir~ I ~-------' L-----,-----..J_ I " I.~--I ~ ~---,----,---,---,-----,-----,-' ·<(\,..-----,.---,----'-,---,-----r-----,:,,, "' "1L l!!.---~-----t----,.---,---.---,, , , • ..---~---r---+---.---.---, --"t-27 . .1,..--.,~-27 -•·'--<9 __ • 2-0/Jl~ 2o' zo' -G-Z8 -6,... " -v ,,, , I 'O 1-20 - I 2 .3 4 5 6 ,:; ·J I ' ).,, /Vol a P=Irl or lh,s , onlrac lL , I ;:t 2. ~. ·. '.{ Q_ Iii l.. ,c!;_of A ,__ ~ ; ~--. ) (: of A 12~~ 9);1' .;' 2'..i lfj :µ• .t z:.~,· i!;...z• ~; z:r ~ ~fl, D) i ;"-_ 1,' 2'._111 ~ ·-1/ --'----'ro.r -.~ ,. -..-.,, •• -·r ", , '.i -~ • ., ., --,.._.,__,;: . .•. ~-r-= ?-n I .I C-, ' I ... j'>-,_,,i,:: 'J/,/C'l')IJ'7"'J-/ \.-•• •:· -··-•1_.1 ••• ·,-•• , •• -._,:---•:-:-.•.•/·., ••••• , __ •• -.,···,··-.:1•,••---···•·······--•• ···-··•-:.· .. ,, ••.•. -.. •, ····.······•,·••,,,,•·········-·-···-.. _,, .. ···••.•,•·"·'" -, ..... ···•········"' - ; I I • -., ------...... Concre:.lc::. s; ,cwalk, 8 ~cf wide./ Precasl Gncrclc Pile: and Slab 8,:;//::head .:J 4 S of fh;~ conf. ;;;cf 21 .. Conf1naed on aexl sheef. Ch11hnued fi-orn belo= PROFILE ( El. 99-0B · . ., 22,,, ----~ BOTTOM PLAN OF COVER. ..5co/e: l"-:::-7 ½" \) . ~ 1 '§ ~ 'll ~ \,,j "1::s ~ -~ ct . ~½'' A We1',yh!s. Frame. 32 L1':s. Cover 53 " Toft,/ 85 L.6:s. t +-~--. ------!-1! I---········-. · 23¾" PLAN OF FRAM£ AND COVER . .5cd/G; In= 7'.1/zH R-5457-s A t -·--· •• ~ ·c--1 ' I I, ,I ' ! , ' • ' ' • ! ' i j ' \ ,0 • Y\ .J: tJl ~ q U) I ) / / \ / \ / ----,_· --~----~ ('·~,--. • ---~-..-•--,,_~p•-· - PROFILE Verl1cal Scale.-l inch = 4 feef Hor,zonfal Scale: 1 inch= 50 feef T~ TYPE "D" COPING ----~-------------------,r-. 1._V, ,,.., :::, E: A =:,. < ~ T"'r,'E "c ,, r-nP." "'G I ,, ., I Grade:: of' lo of finished Bu/1:h~ocl EL. /08.oo COPING . EL.10,3.00 .. ---:----=..<......l.."'-""'7"'"'---t-----------'-----------""----------------------------'-'-----'·~ • • El./07-25 !!.6l' Gr.;,de , l!.67 3.5' 3.5' ~I ~ Ex;_sf1ng Ground Line along ~ " ~ oulsia'e face or bo/1::head. "' :--.: 4:) '1.1 TYPE "D" COPll'IG PLAN l PRO FIL£ Verhcal .5:::ale: 1 Inch= 4 ta:f. ,, Hori-zonl-al .5,:;,;,le: J ,heh= 50 kef . • TYPE "c" COPING -------------~ EI./O&oo R ~ ¼) ~ Iii ~ ~ .-;.,_ Lt] lt..i EL. . I 2' 3 '· Scale: .I inch = 50 feel . -TYPE c" COPING --'------------------::,. .... o~l.'~LQ=<'f,.._O""fJ"'---------------------------------------------------"'-r---'c._l._l_0._:8._._o_o __ G,_r._a_d._e_o_r_Tc_o..,_p_o_r_FJ_,_n_is_h_e_d_8_C-l_lk_-_h_e_,;;._d._. ______________ EI./08.00 ~ - I ii n lii ~ "' .08 / / Grdde or Top or Finished Sidewalk 7 - ! . t -------~t-·~ ~ ~ /,r <:) IQ ~ • Ii) ~ '>Ji (Ext'shnq_ Ground Ltne along '-0 ~I • ~I l;S~ . ~ ~ ~ ~ ~ "' " ouls,de lace or" ..bulkhead ~ . :--.; . :--.: . i lijl ¼JI ~1 Qjl i;jl ~I 1>-+---_;;;;;E.""'/.'-'5~9"'.c..::0"''8'--'::;._----"-"". ·""··=-·'------------6-:r.:_a_Ck._~_-_o-'--,.;:-_B_o_l/2-+-1'1'7-' _o_F_ri_n_i_sh_ed_G_o_n_cr._~_k_S._lc1_b_s _ __,,_-+-----i--------------'---t----t---E/. '1'?-0B l .-.],•,: I 1-.. I / I 2 TYPE "B "SLABS. ---+,,1(•. --TYPE. "B" PILES. -+-~.--+------------ I -~ :'l f;J ··,, / -·.; .,, .. I. .• '/"' •. .. ........ 4 5 7 PLAN '----~I ~I __ ·~ " ,----,----,---,----r--,---,,, 25' _,.; I 4' 2' ;? 4 .5 4' 2' . , . ;-, .. _._:--, .. ',••· ·.· .. • ;.·.:.·.,,-.. ·---•:;: -.• ---, ..... , , , , .. · . .,• •. .-. STORM DRAIN NO_ 12. L -C:1;r6 .lnl~f.--r:'IP"-~ .---- Z 5' or 4" casl 1r7'n py.,e ~---- 3 'of C.." casl iron ;otpe. · J ' -6 "valvG and v.ake box:: .. ---~ IZ' or 6 '' cqsf iron j;e .-· - I 2 3 4 5 -------_ __..__ --------,'"---'--- Propse:o'_ U. S.Bvlkhead L1ae; / A?pltcohon P~ndtn_g ~ Precasf Concr,,;fe-P1k: .;nd Slab Bul/::head Con/-;n°vccl ;:;-om .5hccf No.4-. EXPANSION JOINTS .Expa1:s1on /oinl-s shall be con,5lrucfe:d lhru cop,'?J al every ;ofh. pile .;fl7d ,n s,cle..- walk al 44 fool 1nlervals. I" 17//ed e><oans1on Joinls sh,,JI be con- 5/ruclcd w'h;re. .:51c/e lUa!t.s 017 i11lcrsech17.9 sfreels abvll on s1:/ewa/f parallel ~ bul~/;cad·, •• anti al cna's of re lwrns al corners of f/;e_ ; bail:head-Gee 5heel /0 for de/ails. • ' Scale.-1 tnch = 50 feel CITY OF NEWPORT BEACH 400 CALIFORNIA PLAN SheefNo. 5 R. L. PATTERSON Drawn hy T.7?J,711 • Approved.- Augusf, /!:335. No. or 12 sheefs C!TY~l/'/EEP(_ Che~d .by _4, ::5, ~-2,,'0' C,fy Engineer. . . j I I I j ' I I I ' . ' ' I I; ! / 1! i \ ' ' Ut z ~ ~ y'\ .J'IF'I ..- ~ I J -------------------------------------------------------------------'----------------------------'--------------------------------'-,," ,E/. 10730 Conlt'nucd below -----------------TYPE 11B,, COPING ------- _____ _;G::.;n....:-a:....c/...c.e_o....;t_Tt._o..,_~_o_t..,_f'i...;.1.;...n....:is;_h:;_e...;.d_;:::B.;_u:;_lk.___;/2.,e.e.;;:.<1d;;;;,_'" --'------'--'---'--£/, 107.30 Grade or Top or Finished .Sidewalk --Z I z 3 4 s Scale: .I Inch= 50 feel. I I Mean liJWer ww 1-1/afer, -.........:--=-::-.:::::.-__:--:.i::::_-~-=-:=-...:=-=-~--=-=---=-:-=-=-=--=:....:-=-=:=-=~.:::.-_c-=-=-=· -- .,._ •"•;· ,• L., ... .,, t .r, /(:'/-/ -------- PROFILE Conltnucd on /he nexf .shee/: Verfical .Scale: J inch = 4 feel. Horizon/al 5ca/e: 1 inch = 50 feel -~---------------TYPE "13" COPING -------------- Gr.ade of" Top or Fini.shed BC1ll:hee?d. . £I 107 30 E/. 107, .3-:-<0-'-----------'-----_;;;_---'-----'---'..;;J...---'----'-'-'---"---'-_;;__=.;'-'-'-=.:....:...==-.c:..:....._____________________ • • Grade of Top or Fin/shed S1dewalk7 . . . . . . ORTH·:·:·.BAY.:.;_FRONT'.·. :-·· ., •. ~ •. •••• I • •••• i._.:·'•it.· .. / 2 4 2 3 4 s • PLAN // II Verlie al Scale: .1 inch -= 4 feel. Horizon/a/ 5c.:;/e: 1 inch = 50 feef _ 4-.5 ~ ·: ·_.-_·: / <:. :-:_: : ·:. ~ :· .. / 2 3 /I r \ C) I,.) Sc;a/e : l 1nch = so feel Conflnued from Sheel No . .5 . EXPANSION JOINTS Exp.:;ns1on ...k,_;,1.,, ::;/2 .. I/ be co17s/rwc.fed lhru ',._. col''rr.9 a( every 1011,.pile and in sidewalk. al 44 fop/ 1nlerval:s. . I" /tiled expans1on_jo1i?ls shall 6e conslrucled where sidewalks o,; 1nt,:r:s<C:cl1ng ::;/reeh a6ull on .:st'clewalk. parallel Iv bvli:lre.,d and al enth of r"'fqrns al corners of bC/l,thec,,/, • 5ce SI,,,,,,,/ No. 10 for de fails . PLAN Sheel No. G R. L. PA TTERSOl'-1 Drawn by 7.777. 711. Approved by Augu~f, l!335. 400 OT 12 sheefs. CITY t;fl,_ GINEER. Checked by#(.)' .;;J. \\-~-e . . C1ly Engineer. ) E/.107,30 :--:. :--:. ~ ~ ~ . -. ' /l-/ea. Conhnued from below. -------------- EC PROFILE Verl-ical .5c;le: 1 inch= 4 feel. Horizon/al Scale: l inch= 50 feel. I ! ' -! . ' ll,j :---:. ~El. C/9.80 .B lt'0.10---_~ Grade or 8olfom oF ,Finished Concr~k 5/ab:s!:7 E/.IIJ0,/0 ..., Lower Low Waler;.E/.39.II~ __ --- PROFILE TYPE "8" COP/NG ----------~-- TYPE "A" SLABS. Verl-ica/ .5ca/e: l inch = 4 feel. Horizon/a/ Scale: 1 inch = 50 reef. ----- I ' ,----· . .,. ·-·-·· • " '-J ,_ . ~-Scale:_ ~inch == SO feef. .': -·'/YORT!i ::aA Y'.':.F ROI'-/ T,-'-, -': .. ' .. •.• ,. :.: . · .. .~ .. ' ' ' ' I > !J 20' -... , .. , I.. -;_:,· .,., ••:, •") ·'. ' . ;1..,,,::,/· ,;D .. . ~ .. L:; L, ... •. \ / .... f-' ' '-'- Q lC) /C, i,i 17 lo /.9 20 2/ ' '· I:) 'I- ,;i /. 1-~ I I EXPANSION JOINTS Et.107-30 Grade oF lop of' F;nished 8u!lchead. c ----------------------------------------------~----------~------------------t ____ .... 1-107-30 E><pan.s1on Jo1nl:s .5ha// be Conslrooled lhru cop1n3 al every /0 1-h pile and ,n .Sl¢eu,a/k. I I El. '1'1.45 • I' cl Confmucd rrom Shed /yo, & . 13 14 /.!,- I I I I i ~ [ Ex,::ihng_ 6round Line along ~I ovl~ude, mce or Bul/::head:' :--< ~ •,:••· .. I/~,:.:'" . _ .. 1, ~ .... ; .. 13 /4 IS 17 / I I Grade of' Top or Ftn/shed -I ~ 4' "{' /8 /4 /5 17 28' • -6 ~ ~ I I I (j PLAN I I I " '·- Sidewalk--_--~/ I (¼' l" '~ I.. ,.-::; ;-.. ,'-.... i ... '--• ... . . . , ~· ;::: !'{ /5 /G 17 18 /B 20 fJ'-.; ~ 6' J Q / / I ~ I ~/)/ I I -,, I 4' 28' G' ✓ ?f s r-- Conhnued dbovc. ;;;/ 44 fool 1nlervals. I" hlled expan.s1on jo1nl.s shall be conslrucl- ed Wl?ere s✓-d~u,a/ks on inler.secl1h51 .:slreef:s c16ull on .s1dewall:spar.;;//el lo lhe bulkh~ad and 21 encls of relorns al corners of fl,e bw/f:head. See 5hee/ JO for clel<¥1l.s . Scafe: 1 inch = so feel. CITY OF NEWPORT t5EACH 400 CALIFORNIA PLAN Sheel /Yo. 7 R. L. PATTERSON Drawn by Tm.7-?7. Approved by Augusl, /935. No. of' /2 .sheefs. CITY ENGINEER. Checked )2:} -cf}-.tl 3. «. ~-\-Cily En ineer. R-5457-s· f3Hr. 7 -1 ·- I I J CA ~ rm ~ ~ -.D J?,,. -~ ----- I I 0 .I/ / I I, I I ! . ' \ \ ( / '; ( \ ,,, \ ( ' ' ' ' ' ' ' ' I i' I] I General l=kc/rEc Globe. No. 199, oreq_ual. ,. Insfall 1-((,.t;, ;,,/mpere., "250 C4nclk power; Ha:zcfq L;,mp, Tc, 1-Jun:hon Bu ancl Cover, --i----~ ,Sfandard P/a17 No. 1047. 2-¾,;; • x 1; 6rass, :,/c;f:heocl='. coonfersunl:, ntacl11ne.. screu,s rctu,n=.d. Lec?d LJYer=I Ca.6/e.. mse.-~o'>< 30" "''1""'rC-• I ELEVATION SHOWING .fl'-ISTALLA TION OF PULL BOX_ ,A/'10. CONCRETE BASE _ Scale /11= /0". ~ ~~ 4--¾''~B'x 2:3"'!':"'n1z=i, hoof:,,d anchi!r l,o/ls ~9urn=d. - IJ.j :::::; "1: ~ ~ (I? 4-fi' x 8"x 2" hool::ctl .snchor bolls crnd a nctfs r~9-u1red. /2 "oT lead coy~d CQb/e /4 e.x:lcnd ot.ds1de oT conduif and o "y" .:spltce made.. . Condu f dntf Cable. 2-Pal/ I/II 7r.tp~s. of Co171n3 Conduif ,;mf ~-~•--"--IL6"--->-l 1/ Y.z 7 EL£VA TIOM SHOWING l/\/,5TALLATION OF LIGHTING Scale: !"= /0" STANDARD ELEVATION SHOWING INSTALLATION OF JUNCTION BOX . IN BULKHEAD Sade: l"=IO" ---L3ALE>OA !Jj :::,;: "I: ~ ~ ~ Ci PARK UJ h ~ ...J ~ ~ ~ ~ 1ij ~ ~ ll: ~ ~ e C( "l: "l; ,, AVE. I STREET .5cole: I Inch= 200 Fee-I: -xfend ;;j" conduif ~ ~P or ,Pole. T/Jr.:Qdd .iok lo ;/-,;ke. fltrcded condC1if. t ~ \li ~ "l: -1--?; ~ ~ ' I I ' I I I I ~ ~ i.;: ~ : ~ I \~ i LEGEND 0 Exisl/ng Lighhng Shndard lo b~ moved lo new /oca/10~ at7d June/ion Box_ It, be 1nslalled 1h presenf /ocahon. 4-New /oeafton or Exishng L;9hlii?g sfandard on concre:/e, bulkhead 0 Junchon Box fe 6e 1ns&lled 1n coocrcle. bt.1/l::hec1d /2, prvv1c/e.-lor ro/urc inslallc1f1on oF /;ghli17g sl4ndard. -0 Pull Box and-Col?crcle. ,Bose.. lo he con,s/rvcl-e:d., ---.l inch 5alvc1ni2cd cond.H'f and one lead covered cable h be insfallcd. --J;J inch 9alvani:zcd conduif and fwo /e.;d covel?!d cables fa be. inslalkd. •• ESTIMATE OF QUANTITIES. Le:ad Covere:d Cc;,6/e.. /.3, S8a l1h. Ff. /11 Condu1r I I, 655 , , ELEVA TIOH SHOWING INSTALLATION AT FEED-IN POINT. l:i'1 Co11duil 9Go ~ , L;_jhft11j5-/211tiG1m's /z,!,emCJvcd 45 each Sc;;,/e.-/"=10" Jvnc/;oh Boxes 1/2 B,-,/1:/;eaa' 4,3 ., NOTE: "y "SPLICES. Jvncion Boxes ,4, ,!,e 1nslal/~d /no/✓ /.1t/hf11·iJ S-/411/,;,rtf /oeah,;.,.s 45 P~I/ .Boxes 8 All"'(" sp1ces musl !,e: 1;,sq//,,/cd 6,y Wrt7j:7/Jln9 w1lh fhe. f'o/low1n3: -, Ru6/;e,-fc?jJ-e / 1/.C. Ta17e...; a,ntl Pantf ,B r~ _ ?ecd-ln PtJNil-.f17sfa/kl1ons 2 45 -L1rl,ltn'1 f./nih, GE. No, 199, ,:,r ere.al ELEVATION SHOWING INSTALLATION OF JUNCTION BOX WHERE LIGHTING STANDARD IS TO BE MOVED. .:X-Q/,c.: /" = /0,, 45-Lamps. . 5 -Pt~r L,7hl1nr Un,ls cornplele: . An,/ a// a17pltc1ncc s. CITY OF NEWPORT Be-ACJ-1 CAL/FOQNIA P1L114N No. 400 \ 5heel-No.<fJ--_ of1Z~shee-f.s \ J:2_ L. PATTEQ.SON C1Tv_f!~NEE.e. Drown o/..72:Jt:_7:J:1.,___ Checkc~d-~:S---- I .4pprovedf?y __ • -· -----Au us 1335 Cir_y /5] 1neer I ,, i I I, :1 :1 ; ! • . I 1 ! 1 ', ~ ~ ffl fi\ =4 ~ ~ c:::==,o ~ --~ ) I I . I I I ! I ' ' i -/1 ,I I ! I ': i - I ' l : I : I ELEVATION S~f,'. MHG ST/2/NGER SEAT ~ '--1) . '1) t ~ ! '/ I ,. "a ver . .Bor:5 7Z /Z" C-c. Hor/Z., .Bar, f'z'"" G"C-C TYPICAL C12oss-Secr10N OF i---------_____ G'-6' for Trjpe A PIie. _______ ----~-_ _ ]I 7'-3' for Tu,pe. 13 Pile. __________ ,. 7'-8"/or i/pe iC A1/e. _______ ,._ ______ 4!.o" ______ _,,_,,. 1..,._ _________ 8~3• /;,r Tqpe 'D P!/e, ------------;.J o-----....., J 1-<----_______ ;;}'-3" for Tc;pe. E. Ak. --------.-. ,,--~""' -24 -- ,5-3,/4"0 Verl-,cal 8or.s / r.¾1 l/e hors 3o" c-c ,~,------•, ' --.J,/ ·n-1----------__ _./._ __,,_<..,-----+----------@ : : : r : 1..: ---+-' ---1-~---_--!-... :---_-_----_-:::------- -~ ~ II) - ' ... Q e HAIYDLING HOOi<. ON PRECAST CONCRETE PILE. _ -! '. '. __ ,____ I I L--d 3 --1~·13--1 __________ ;;:..,:;,"for T(l,ne. A Pie. -~ /2'-3" lo 77Jf--8' Ale. 12';8'~ ;-r ~ • G, P!(e. ~ ----___ _,13-3 t,Jr 17;pe. 0 P,/-e:. ________ ---t---____ _ ----____ /4'-3" /i,r TrpG "£ • .Ale.. ---+------ PRECA5T CONCRETE PILES TVP.E-A,8,C,DandE. No Scale I 24·· . -~111 i I f I 1 \ ---.1~ \ -+'-r-11;---------1: ---====--_,,.__ __ -----=-!== --'-----1--____ 1___ - "i -,-11 -,====~--·'----~ '-5-. .. -j'.7. 3-:: .. -1------------------------------------l------- l , '-.., PRECAST CONCRETE PILE TYPE.F ,. .21'--~~/ No .:Scale e.:o·' 7 -3/4 ·n ¾rhea/ Bars ...., x,·· -he har.:s 3o"C -c ...,.,_ I • 24"' ( I I I ~, I I I ' . ., I I I I ., I II • 15 -3 .... PRECAST ConcRETE PILE TYPE G · No Scole ~ , 5 -¾ -a Ver-,l;co/ cJor-5--, -½t" ,z j,'e bor.5 3o"c-c ;{ ~,~:---~,--~~,::-~-=-=-~-~-~=-~-~-~-~-~-:-~-1~~-~-~-~-~-==...r..-1,[_:-~-=-=-==-~-r;--:S.\,,_~-~=-=-~-~-~-:_:_~-~~...,;I_~-~-=-~-=-=-=-~=====~=--====~===--==~====--..:. __ _ ~ rl-rl--------------+j1i---------------rj!-""________ : _LI I _ _ __ _.__ ____ __:-_ I -----1 ' 24" ~ i ' ---,-! ---i -,- 13-t-L!.I -~-----7'-3" tor f-1 71/pe PIie. _______ ~ i::-1 ;,._',c:'..=----s'-_o-'-'-mr L T'fpe... AJ,-~----------a-+<>------1-~L-L.~'-_,.,,...,"""--"------~- : 0) ,,~ "' ' \!) : ,,"4 '1- ,., . ; . :o •. • o• ,.....-0 ..... ';" 0 • • • • • -0 • •-o.·,o ~ . . . .. .. . . ":.,: ... " lL!\,----L ~-.-¢ . . . . ·~ 0. O ... '" 'l, :5ECT/ON 0-0 4" ~ [--;,,. ,Y ~-~ PREc;,.qsr CoNCRETE PILE AND SLAB BULKHEAD . ;z'-3 " for H T<;pe. Ai'e.. _______ Or.t.:.--~==~ -__ 14' -3" for 1 Tfpe. Ai'e . ' ----=----=---~=----_-____ _ -1. ' --- \-------· Scale: J inc.hes = 1 fvof. Note: All slabs lo be 9roc.th:I 1n accordance wilh Sp-=c1lical1on. I PRECAST CONCRETE PILES TYPES H and I . r 12Yz" , / __,__, __ No .5cAL.E. 12/2" I Precasf Concrefe P,1/e f!ook. ___.,. Yer/-. bor.5 ¾ "o 7 reQ_a' ,, • b ,, "" , r /IOrJZ. ar.5/,,/. .3o'C-C,. Precasf ""- a l\J '[' "' Concrefe Ale I n e,- SECTION TMQOUGM PILE' cf 5LAB5 SECTION ,. ,/ .3 "o • Yerf_ bor.::; ~ ,.0 7 r_,e<,t-:d. , . / . ::>v."'.:'A· _ 7ror.tf J-lor1z..bors 74 3o c-c ._~~ -,~ . -----... • ;~-. I() ..... ,: -,p-, • -> • '\J -t:-,;~. ' ... Precasf . Cone. P,/e Concrefe .5/oh ' ' Nofc: Slabs ahuf!/ng Tifpcs "F "and 'G "A/es "a -- 1'1) • I'--..... ..... !krl. E3ar.s 3✓-:/'-" ..5 reo.o'. ,.,. ·a r Hor. /3ars /4 3o" C-C o/wo_y "l - - :o --4.-. ~~R~.-4~:::IJ:;;c.::;:it : ' : ~ II) --¥--l-c ~•y. ,..,~t--"41, e·;.\• ,:· .... ,--,\c+-,- • • C 1:. ~:·. ' • • • i .... .... : < ·, '•'<> . ' .. ~ --I _. :,~ '.-_;· • -~~uf Z14:i½,~'J ~a. o•., .Iv' ,, :SECTION TH/20UGM P1L e cf" 5LAB TVPE:-5 HANO.I, Af Juncfion of precosl-4-grovi,y wa/1.s Scale l"=J'o" reqoire. special encls as shown on fhcse secfions. 5= shed /Vos-Z,3 c1nd /{) for locaf/017s oF Ales, T51pcs "F" and "G," THl20UGH P1LE-~ SLABS TYPE F SECTION THl20UGH PILE Ct SLABS TYPE G CITY OF NE-WPOQT BEACM CALIFORNIA PLAN N.Q 400 .. TYPES A,B,C,D :5cale J"=/'O" Scale. /11= 1'0" Scale /"=1'0" sheef N° 9 o-/ J23he.ef.:;; R. L. P-4,TEIE'SON C/TY CNC:/{-N.Ei:fiif:!._ DETA!L.5 OF PRECAST CONCRETE PILE AND SLAB /5ULKHEAD AND CONCRETE SIDEWALK Drai,vn oy 77tf?J1, _-Chemep5b_y-cZS-• Approve cl_ ~---__ - Ao.90..:;-.f /33.5. Clry Engineer. R-5457-s --------------- ' !--~ --- I r ' i ' I ! -- i ' i I I ' • i t I ' I I [ I I . l ' c.,,,,,,9 ·'.:: .. _ -T" ~ .. .; =bqQtt;W-':1 "--= ~ = Ltif /znefonclu1L ?_= ~~ ~~ =!~~-=~~ = ~-= --~ = ~- Top ,f Shi,/ ' I ,End ,f 5/46----~ ~ Lt 1 ~ 't, ~ ~ ~ I I I I I I I I I I ';¼,le: i%is corner of" slal, 1?7t1sl bt: ~cpqn:,fe,c/ mm . Cop'.ng 1~" 651 exponstol' jo1nl-hi/er_ ll'-611 Pre~sl Conc.rcle. Slab ' 1,;-:.,311 I I ~ b ' I ' ! - .. .-..!:) ~ I -i; -~ \3 p' --... I ~ d: 1/'...c'J" ' TYPICAL Our:s1D.E OF CLEVATION PREC,L/5T CONCRETE TO BE 11-ISTALLEO IN COPING AT' • .EXPANSION JOINTS. PRECAST CONCRETE PILE AND 5LA.8 /5ULKHEAD Scale: J inch = 4 -Fee:-f. ,, , 'V- ' I ~ .NI J -~ 1 .ti . f /,?" . "'-~ ; -!!!; Cj_.· • -~ . , ' \'':._ \ f/0 'Anchor Ab,' Z 10'' 6(/lf. Nole: Concre/c Cop '9 Expc,n:s1on Jo,rif -L19hl1h3 wnclui Expansion Alpple . Counletr:sunk ends. To be fapecl /4 insure a wc1lcr lt3hf:_,,/01hl Expqn:s1on Jot'nl Anchor allcrnalc piles ,n slra!Jhf w,,;//. DETAIL OF CONDUIT EXPA/'/5/0N NIPPLE OVER LIGHTING CONDUIT AT EXPANSION JOINTS. Scq/e : I"= 4 • I I I !,, -~ ' .v, '( i' !._ ·~. c? 'Anchor Ale/. 10" BC/It. f/S I Corner Anchor Rle 12"Bufl • 1/1 14 6c;,/v-c1n/.zecl Anchor S Concre/c. Seal Slab. A·." .. ,;.:._._.,,_-:,•".··:>_·.·:·:·~,;_·.. ..p·p;, _ 11,•.·•. -~--~·-,;. ";/J,..: :.-•• ,.· ••• ·.:• .... •."'·-:•·""'· :-,.._·-.-,;·:.o: -'1--t-~ ______ --+---=-•s~.L.::::----'--_•.:::~L=-==-~-~:: • ' Sla/ton1i?9 L1he 7-----+-f, ' I/-G4 I 3 fl ~ HORIZONTAL 5ECTION OF PRECAST CONCRETE PILE AND SLAB BULKHEAD WITH ANCHOR PILES AT THE SOUTHEAST CORNER OF .BALBOA ISLAND Scale: .1 inch = 4 Tcef, I' .!. " //-Gz HORIZONTAL SECTION OF PRECAST CONCRETE PILE AND SLAB ! BULKHEAD WIT/-/ ANCHOR PILES AT TH£ NORTHEAST CORNER OF THE GRAND CANAL Scale: .l inch= 4 reef. (, --- \j \) 3' ,_ I? .. ' I" .3i- \J -{ ~\j .:i"- ~ -t'.' ~ s ,,., ~ 3-&" '2- --¥ .::s: c:d u Qr.s -V _14,. ·- ' .. I : ~ --~~m I-I ,, -3 f--±-J=± H =r-=I ' ' ±=J ' 1-J L I I I I I r ✓21, ""b: d 4" _ I I-z n; :5pace. /2. c: ti> c. ~1-3~"1 ,tA!, .IJ""I l'I TYPE A SLAB ~ I-,11~ • I h 1-1 I ,f-I + I I #-~, ,,, -. ' ±=t ,--tj ti +-t+~-~ ' ' ' ' I l I I I _L_J I t::: ½ "0 1, " ~1 ~3/2" I /I-2 Cl/3 ,;,p,;cc,/ /2.4 C, ,le C. , /F/!../F.J" -'1 l--4" TYPE B 5LAB ,.. \' P--+tt-1 I t-1-~ ~ R-T -3" , r~-!= -- f----T-~I I I 1 ±±1 1 rffi ,-~,-I ' F, I-, l I I I I I I 1-t--~~3:i"_ J fl-12. I,= '7oq,;ed IZ. 4 "c. lo c . 2 --j l-4" \j { \j • \9 7i'1- =1=!--B 3" ,, Th~ 3 32 .. ~--~ ~-1. -~~~ +--£2 .31•7L ·-__L!__,e__, ""~=:....:....::·~'--=:...:._---a-: 1-31• C //-2 i,-,,,s ,spqced/2.4' c. lo c. ~ ' 10~/0'' TYPED SLAl:J , ~ 3,, 1 1 l 1 r - l .. 3~ 4 ~ I • 'I"' I ~ T _.=J --31"! -- ll"""~-----~l~0_-~10~• ------,.1 TYPE E ..5LA.B , " I ,l U 3ii >---J ".al, -1 ~32 l/-2. 4r .. :SP#i!.:!(¥ 12,4" C,-loc. ' , 1/H,? =l rL, 1 JO!. 10 11 TYPE C SLAB FRONT AND SIDE ELEVATIONS OF ,.,,·., •· I , v d • ' . D • , . PRECAST CONCRETE SLABS TYPE D • COPING Sccle: I"= 10 " Scale::: .1 inch= 3 -Feel. --t---//1' 'II , N i"skdkr.s, 24'c.,.,c. ,. ''I) . • t -Ya" .,,t,:,:ra,= . i...+,e,;-.z,fl"c,,4, C. ;~·_:. ~-;d,;~;=½½'z"' r_;_:---'-\, /) .. . . •• 0 '4 : 7'' , • -oncrc:k S-=:ol .5'/a,6, • 'boi) • • • CITY OF NEWPORT l5EACH CALIFORNIA PLAN Sheef No, /0 R.[.PATTERS0N Dr.;;wn by 7JJ,t, '-JU. Se. /. Ap17rov-=:d: 1335_ No. 400 or 12 sheels. CITY f?j_GINEER. Ched~d ~/4,:.? Sr? (\.t,· C/ly 8 ,neer: R-5457-9 ,------------ \ i. i ) ro a -------~ -='re. ~ ~ ' (/1 : I I ' j ' ' / / I I 11 I '. r I l I I • i r ( / i. T '. '. i' I E/ev. /Opo~ W'all /08,00 Elev. lop o.,r IYa// E/,/IJ8.~ Cen-,er,/.:5/de,;m-L _. Elev. Topof If/all. lo7-S <emenl_.5tc'ewalk :. .elev. Top af i«,// /07-:30, <SE-men/$~ /Yole.· ,Ex1slri751 Pier if> be Removed. CLEV,LJ.TION OF P1E12 OPAL AVE: ('5o. 8AY F.eoNv L=n/ern nniol ;:=1oa-1 CLEVAtlON OF P1E,e PA,eJC. Ave. (CA::5T .BAY rkoN7;} 1,_anfern L'::._9._" ___________ _ ELEVATION OF PIER. SAPPHIRE AVE: (No . ..BAY F!20N!J Lanlern /Go" CLEVA,ION OF-PIE.€ CMERALDAVE. (No. L3AYl;eoNj· . .:5cc:,le ½G" ~1'0" ..S-ee Con.-sfruclional c/eloils al r/9hf ~ on :51,eel Nf2 12 Floof Jc.rnchon B sf-of A'er J.5 1: of" .5freef ox~ --- I I l..f7 I -I I I I I (Ii -~ } \) ~ ~ J A- I I I A- --·-i I :,/~~- I ' ' ·-- I 111111 I I\. !I lh-- 1~ /f,'o--. I -~-, Variable. . -- C b /=/oo:f q " ctmdu,:f) I i I I -18-" _ __,,-I -----l= I I ~ I I 18• 1 c---1 0 Yor10.6/e i i . 1 Al I 'i PLAN OF PIE/2, A2AMP ~ FLOAT 0 ·Pile ' ' .\!l .Iii ") II) ~ t-,; s ~ """ ___..zxG-S.4.S. zi(4·· S4.5. /?:uni-Green Al/ w,ih UJood ;J1t7..Sl7t:- R,1,if green . ~ t.l t 'f'8:;alwrn,zcd ,r;,n i '-'i' .boll uni/., ~lo/Id ~egt/. ,' R,,ml W/11/e. ..5~hd br/d'5'/"n:7 ov~r o~p.s. :?"x4·· ~ z x4 ·::s.4.s. '/ , J /¾1nl-urecn ~,..-f,>l cJ'o" .. .. 3. .. -.[2X4F/oor '1J.s_pac1n9 :5./.S.Z'.E; .... '-,. f-+----i--.J----"1'!---'-4--c'---,. :-br1d9;n:7 .,,.,iowa;,-_ tt:;;;;;::::~===tJt=:::::'.=?;::::::~-n befween be,-,fs /} "cnrd,dt '4 'I /oxiz"coa .::;·0--/on:7 11' iii '"1 t\J (\i '11i ' Ill II, ·~ ' (\l ' " R,,,,jf Whle Pdtnf <ircen. ,z-r---'-"---"!-------1 --R,111f While ' P,;;1nf 6n:cn. 10" 6" l----"-i:.=::;'[.':::.-:,:(,,4----. -,...r-~,,if Wlt,le.. • r-'----,,+---'"-J--i_;-&111/ Gr=n- ,.... ___ .....;.i---;_.-~..1-,-t---R,,,:,f W/,1/e D _cVr----hole lo ldl:e Jf II boll. ;----ftl-----'---.c---r-I" T Cooc;-ele /qei-Ai'e \' • ' -, ' 71/,o 8 • 1----14 '-----1 . I / +-,..--------'--'--'---'-'-'---~ + I t 12:·x1z .. Concrek Aer Ai~s 1: ..!!.. ~ 73/pe A. :---Jt. j_,______ -7 '-o"------~ 5.ecTION A -A = I //" f'Q" ~CC?/<8 1/Z =- / ) -__ , SECTION D-D & DETAIL OF FINIAL .!, I/ I 5c,?/e /z =I G--¼" 6-=1/v: Bolls. FLOAT 81~411Posf I II Zron Roa':.. / 11 , /z Rc,i/ers. ' .(\J (\J DE?AILS o;= PILE Ito.Ar WNNeCTION --= -~---= = =-~ -l Scale J"=/'o" .5; /40 .. ,,, co e 'tJ =/0 ; Nol~: Parnltncr / P,11,;( handrail:; 9reen. . _,,-... J 1,.; 1..-4 --x 4 "s4.S. I ' N N a, /=-t1_ IJ / -----7 I V,;;r/a.ble VanabLe I ·1 ·1 J4'_QII ' ,I s " Concrek Rer Ales ' \9 • 7;"eA I I;. ., Pier I 'I) rloaf Ra,.,., I I -' I 't \! \'I " ') ' " " ' ' (l Co11crc:lc Bcc/3/e _. ,, '1/f'"'B ~ PLAN <C /. ,_,.,, ;•,,.,,, ._;CQ e : /$ = -v CITY OF NE-WPOl2T l3eACM CALIFORNIA PLAN No.. 400 5heef No . .LL_ of JZ_ :5heel-s. /2.L.PATTE-l2.'50N CITY Epf<"ilNEE/2. Orow17~:5j;re-M9~-Chec~~s: __ _ Approvedo/--. _. ___ • _____ _ Augu.sf 1335 i& fhgineer.' ) / i r I I i / i i " ' ' -, , <.: ,-" ' ,·, ·-,/ /",r6"5.4S. Oecl. of Aer ,3-/l.z"x,3 /la~rs r,.jf'~4"/,y screw, I",, 4• s 45. t/erltca/Gra1n /J'nelx.sff':?el se/ecf s.4s. . !8'"Ule<&e --·-----1----------- -_ ----------:::: -;j ";,Ji?,,;::{~~~ S.4.s. , L.3-/2 • x 3" ht1n,9er.:5, '-I" dram iron r,;d SIDE ELEVATION OF RAMP I II I Oed: ot l?oal Scale: z = 1 1 ~ \. )f;,"x ta"x 36 "Bron.ze P/4/e. ) screw,:,/,., d~ w,/J, co<1nlersvnl:. .:,-cn::ws. /?,,nl Green M:?117/ }1/),i/G .:::j-;~' 4r..~• m,nl G1.1n Heidi 6ay J I END ELEVATION OF RAMP I/ II / SECTION OF RAMP I/ II , Scale: /z -J, _ .'¥ 110 I. , !f-74 //er 1cJ/ 8crr.s. I/ ;,17 L _../ 11 14 r1oops s17accu IZ c. /2 c. -----~ d iron n' nj,Ple../ -J-1--. ----~ - 3/.1117 4-/4 l+rl1cal Bors. //hOI/ II 14 nocps, 5,Paced 12 c. h:, c. DETAIL I T r =r ' OF CONCRETE I I/ , Scale: /z = 1 Sca/e:/Z -J ,/ \ - - !I I I • 1----+---{-++ ~--+-JJ ii / ,, ii PIER 11 PILE. TYPE B _ I I !I 11 I' ,I " ·, I H a ,, ,i :1 I ' ' :[ ,, !; I! ' I I I I lL / SECTION DETAIL OF CONCRETE PIER Ii PILE.Ii TYPE A. J. II I Scale: /2 = 1 I' Ii 's; ~ '{j " -~ ~ l_, ~ ' ',-," ~ ' "I- ' ' ") • ·--· V) 'I- Vi ' 't ·' ") 3'X4" \ I \ t r-.. ~ \'; ---------~( /1/0TE 1/ I I\ 24' ~----------------~--------------------, i / 6"x 6" Oo1omn f"-1.~----11r,1lt'.l'f'.-------------------i 1-----------"---"1111]1---------; I I.==! I ; I I -· - - -. '--"' ,I / { . J .f,,r ) \Q llzo·~ '=l"x4" I ( --t:: -}! ~ -· \' vi . '1-- vi . ' \S ,, l"l Vi '" --- • Ii N \,c-\,i ~ 00 : &4,''.,. G h I "· -- C, y; "re/e Rei-I- 7YP<=-8 - I \ \ " " "· "\------1 1------------------; '\------1 \------------------1 -- ·- Bridal/le; Z"X4° t? nh,n - ----t----24 ,., - ,i,t:Q r-' . I / La". • 1z•~ \\-----{ l \ I Dr1a1aina -~ I I . •· I -f-. I .. -- ----- I I ,, -/,5 8' PLAN OF FLOAT 1/.11 ;' Scc1/e:12 = SID£ ELEVATION I)'. II ,1 Scc1le: ✓Z ~ 1 lJ • • " I -'f"-1-----~--------t 'I-'. " ' " ,,: \' ',, ,_,~•ch L12· I ' I I ,· I J \ ,--Z3" " Dc/oh1h- ... kv11~ /4 be. pc;i17/ed as /aid. ·• . 2 ~ 4 II T, -1-G. //erl1ca/ Gr~lrl • ' h " ~ /Vo. I Common, 7 x 17 S4S. • IIJ "nef w1lh calk107 :,c=-orn. / 7/;esc planks I,, be: hll let?glh 017 eac/J side. of//odl. Paint .5,des .9reen 11-7-57 PART SECTION OF FLOAT. Scale. /4-" = J' 2 1' s,.ie. an. f;,,./1,rn ;:1/al?KS, CALK/NG JOINT lj I/ It Scale: JZ = 1 l