The URL can be used to link to this page

Home My WebLink AboutS_5064_Si J l ·- / ' l / "di / \~ • ( ' ' PROJECT VICINITY MAP 1000 5 0 1000 BR APHIC SCALE IN FEET EXIST. ROCKY POINT PUMPING STATION ,=,,.,-. -----------7 1 BEGIN ~ • t ~ ALL " TO PROJECT DATUM PLAN ELE VAT)O NS REFER USC a GS 1929 MEAN SE'A LEVEL. ,{ I -"--✓ ) / I / , ' ~,t-~:::~.--'-..\-A ,,/ ,' ,, f : " : , \ \ ·-~~ ., Q I ,._ .A..,, 7 '9,<'). >1( \1 ___ __,,.,.,, .., -s,._i '*,¾. j,' l\ fi...-._-.,1; \ / . .. -- COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 CONSTRUCTION PLANS COAST HIGHWAY TRUNK SEWER ( ROCKY POINT TO BAYSIDE DRIVE) AND BAY BRIDGE PUMPING COll5T +.-., tHGHWll'I' CONTRACT 5-12 BRIDGE 27" SEWER MAIN -N- PLAN 2CO ----0~~~~2~00~----4~00 GRAPHIC SCALE IN FEET ,/ ·APPROVED /// S POI l // AREA STATION ISLAND SHEET NO. I. 2 . 3. 4. 5. 6. 7. B. 9. IO. I I . 12. I 3. 14. 15. 16. 17. 18. 19. 20. 2 I. 22. 23 24. 25 26 27 .. INDEX DESCRIPTION TITLE SHEET "TRUNK SEWER" PLAN 8, PROFILE-ROCKY POINT TO 16+00 PLAN a PROFILE -16+00 TO 2s +oo PLAN a PROFILE -28+00 TO 40+00 PLAN a PROFILE -40+00 To so +oo PLAN a PROFILE -50 +oo TO BAYSIDE DETAILS-FORCE MAIN APPURTENANCES DETAILS-ROCKY POINT VICINITY DETAILS-BAYSHORES VICINITY DETAILS-BRIDGE END VICINITY DETAILS-VAULTS NO.'S I a 2 DETAILS-VAULTS NO.'S 3 8, 4 DETAILS-Cl'lAVITY SEWER MANHOLE "PUMPING STATION" SITE PLAN DR. ARCHITECTURAL -ELEVATIONS a DETAILS MECHANICAL -FLOOR PLANS MECHANICAL-SECTIONS MECHANICAL-SECTIONS Bi DETAILS STRUCTURAL-SECTIONS 8, DETAILS STRUCTURAL-SECTIONS S DETAILS STRUCTURAL-SECTIONS 8i DETAILS STRUCTURAL-PLATFORM a MISC. DETAILS STRUCTURAL-MISCELLANEOUS DETAILS ELECTRICAL-CONTROL DIAGRAMS ELECTRICAL-POWER a LIGHTING ELECTRICAL-MISCELLANEOUS PHOTO MAP -CONSTRUCTION EASEMENTS ~END PROJECT '-~ No. 595 :C.?7 ·:r->'Jid'--1~ Cl'Vll or CA~I .....l APPROVED a SUBMITTED 1-29-1,,-,, BY ~~ Simpson G Stevlingson CONSUL TING CIVIL ENGINEERS 334S NEWPORT BOULEVARD NEWPORT BEACH. CALIFORNIA 92660 r DRAWING NUMBER 5 -12 SHEET NUMBER I OF 27 I , i I ', I I I ' • ______ 5 • 'I • \ ~ B.M. E.LEY." U.5.C. 8: G.S.-N 9 80 ,1964 70' lizft of Hwy. Station I + 00 Wizst 'lnd of R<2.ta:ning Wall 10 8 6 4 0.5G% -- HWY. 4:. CURVE DATA f::.. : '25° 04' 07" R , 2000' T • 403.07' L • 886.69' r l r.D tj l!l Ol + r-- I ' (f'>i cr, 1 r.l ~ CXJi ,.-J c V> ' 0 Q [L u 11'.'. + SJ-(i) N 2 ---17 lJ / I\ \ \-.&.'\ -f--------+-------1------+~---'-· ,,--+----~Lt--r--H··-t--..-----t----- JOIN EXIST. 24" FORCE·-iv1AIN / // J r , ~ \ 0 5Et:. SHEET NI .-/ ;:' • f--------+-------+-------+---· --· 5 6 ' ' 7 I"-~-! ) ';:!; r-t-" ' . ::,. ~~ ~ 0 ' ;+ 00 00 'L I" .n " "" H >' "':::,; 's Cl..:2. -12 '<:,1 :::,:H I'-H <fl LL: "" , H u ll.; > ::c r- N FOl?CE MAIN STATIONIN~ ..... Zll..: 0 • _:c 1-..,. ! H <: ll.; u ::,; PACIFIC 9 0 9 PHOTO SCALE.: 1"=40'("!J COAST HIGHWAY 10 • • PROFILE ' " "' ~, ' ' V<irtica I •-: I' Horizon to I II 5 ""14° 2.1' 30·· E (HWY) ---0------ ----ii--------~ NEW 33" FORC.E. MA 0 ~ + N - ' ll.; ;::; 12. ,,, . . n NOTE: OFFSET DISTANCES FROM HWY c/;_ TO 8 5/s"GAS LINE WERE FURNISHED BY SO. COUNTIES GA.S CO. ON 4--'3-G5 AFTER FIELD DETERMINATION- -tj' tD ~ d) + Lf) <.) cO ------------R/W ,' -----13 D.S.C. REVISION BY --W---------- 6 -.>n. I w--- ---o------ • 4-0.i' 3 °/0 .... 4 -0 l1) --<I:_ HWY R/W ,__ _____ +-1 'lOl.,3. ------t-------+-----' fO ('{) 0 .,-As CO, .STRUCTED :LE.V. (J'I •' ::s 6 IO·IO·G.5 DATE )4' II JUNE'~G 15 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 1---------- C OAS T HIGHWAY TRUNK SEWER PLAN AND PROFILE ROCKY POI NT TO 16+00 DESIGNED W.F.S. DRAWN 0. 5 .c. TRACED H. R.C. CHECKED D.C. s. DA TE 1-1~-l !:> Simpson ~ Steulingson CONSUL TING CIVIL ENGINEERS H4S NEWPORT BOULEVARD NEWPORT BEACH. CALIFORNIA 92660 OR 5-1431 DRAWI\IG NUMBER ~ -0 (lJ z © ;;;o 2 C _1l <( rm ' 0 t.rJ • \0 8 6 4 2 . . w s.;_~ /)J •, -~ ~ . --,t:p--.......• i 24" Water / 12.¾" Gas --- 8o/s" Gas --- G" Water---~ Abandoned 18" Wetter (Wood Stave) lb 201. 3' ---. I? NOTE: ALL ':>TATIONING ON THIS SHEET REFERS TO HIGHWAY CENTER LINE 17 18 19 NEW 33" FORCE MAlN +0.3'34% - N " 2 0 1/) 1/) 0 Ill + u u 20 (\J <! C ATED S PHOTO SCALE., 1" = 40' EE SH. -0. 59S% 22 PROFILE I"• 4' Y~r~icol 1" '•40' Horizontal 24 25 26 Z7 ADJUST NEW 33" FORCE MAIN 2.13 -N- -,-R/W 0 I.!) HWY. <t. , Q -o. SS S""'.¼,+------+-----!-------t-------t------~z 10 8 6 4 D.$.C. IO·IO·GS REVISION BY DATE " ~s r.oNSTRttr.TFn 11 JUNE. 'G«> COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 COAST HIGHWAY TRUNK SEWER PLAN AND PROFILE 16 + 00 TO 28 +00 0Es1GNe:o w.F.s. DRAWN D .S.C- TRACEO H.R.C. cttECKE □ o.c. s. DATE 1-2g-,:_::, Simpson ~ Steulingson CONSUL TING CIVIL ENGINEERS )345 NEWPORT 60ULEVARD NEWPORT 6EACH CALIFORNIA 91660 DRAWING N'-{MBER 5-12 , . 0 LI) 24"Water--~ 123/4' Gas 1'2. 10 8 4 z 0 N QN 01>' ~2 N1H 29 -0. 400°0 '29 PHOTO SCALE: I" = 40' ( ±) PACIFIC COAST B.M. ELE.V. 8.898 U.S.C. & G.S. -7. 710, 1945 ' 1./ 38 Rt of Hwy. Sta. 30 + 00 Wq,st e.nd of Culv't He.odwo\l. 31 Oo ON N ('[) II 1-i >' u:z ):H 3Z. 33 Ground linq, 25' Ri ht of High ay <t. .--... +0.300% 3 'Z. 33 HIGHWAY I" = 40' 34 35 33'' p~IIS·S._ 0 '-. 36 ... I I ~EW 33• FORCE MAlN COATE S TL. P\PE. • SEE SH. 34 PROFILE l" = 4' Vertical I" ' 40' Horizon ta I 35 36 REVISION n I- I I D.'5.C. BY ·, DATE. I I l'fl "' ui " ~ ~ f \ <j)l,,j,,.. I ""r"',, , '<i. I -. I ¼ ' ~ - ~-;:, I 0::<;' /w "' • LU"'/ ~q Ji i >(I> s: > ' -(D O VJ, ;;:, er: ,-'..Cl(;)--I a I ~ I 1~ I I I I w I > a::: □ 55' 38 Lb. l'l -r--00 ~ r-~ <S> Js rn II IL ::,; + cJ 2 I'-> ...... IT) <XJ JUNE 'Glo I I 11. KV I') 01 2 r<) (/) I"-(/) + w I"-u u r<) -<[ 1rz.st Boring ( 1'2. -\-64) R/w s--36" S S-- sl '2.1" S . I 0 u) U") <!l + er, ~'( cf) 40L HWY 4:. ------ 33 ..., ~ I 0 Iii!~ ◊ -~-@ -N- 40 10 5 7 0 • 4 0 \.{) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 COAST HIGHWAY PLAN 28+00 TRUNK SEWER AND PROFILE TO 40+00 • DESIGNED W-F. S- DRAWN D. S -C. TRACED !-LR ... C. CHECKED Q.C S DAAWING NUMBER DA TE 1•29·C, 5. Simpson ~ Steolingson CONSUL TING CIVIL ENGINEERS 3345 NEWPORT BOULEVARO NEWPORT BEACH, CALIFORNIA 92660 Ofi: 5-1431 5 -12 , 0 l1') -~ .:i ll'l ro -t--! lD + 0 'q" H C1..., "-.I + 1'2 4ro'--------, D::'. I + B + 4 -0.783% 0 &. 0 0 I') ,, > 4 H z ,_. -8 -. 12 -16 -'2.0 -'2.4 40 HIGHWAY STATIONS Ci :r:/ 4: ~ I c:t) -t en en I -~:<., ·--------·--------·.'-";',; •' ,; ... SEE PLAN I" • 40' I \ ---1... ·+----------- r- 01 ol 0 C"' + "Cl a1 ·-,st l,. cO r • "Cl O C a: IJ_) I Exist. Bay Bridge Pumping Station 11) FORCE MAIN STATIONING -N- --R/W ol 0 , ·' L/1 l() --R/W HIGHWAY STATIONS 41 ---;.-'--------.-------'4r=2'-----.---------,-4-""3----.---------'4-;:c4:.__ ___ ~ ___ ___,,4--"'5----.---------'4-;=b:__ ________ 4...'.,7_:__ ___ ----1.:. ___ ____c4,..::8::__ _______ ___;4_:::9 ____ ~ ___ _:,::.5~0 _____ ---1-_~51 + I '2 E./\1st. Groun Lincz_ Exist. C hcmn I Bo~tom Mcian Scia L vrz I = 0.00 Q Future Bu I Khe.ad c ~-- "St " > __, / <Zan Lower-Lo Wat<Zr '° -2.7 r-z + a 'st Fu tu re Cho ne I Bottom 6> Ele.v. C-) 12..73 o. 00%, COATED TL. PIPE , S E. $H. 7_•-.•· 0.00% _ t-N 0 '----4.,-L.I ____ _L_~+¾O}-. --4-:-".'2.~ ___ __L ____ -:-4-k3----_j_ ____ 4:1-4-:-----__j__ ____ 4~5 ____ _1_ ___ --,-4.L6 ____ J_ ____ 4~7=------L----4-c:18-::-----__t_-----,-4L,9--..~,-,;...,~,,,,,,_;'.'....,...~-5,.L0.---~o: ~- -o ~N 3~ PROFILE ~ 3 I" 0 8' Vcirtical I" = 40' Horiz:ontol D.S.C.. REV1510111 DATE . II II JUNE. '<oG> orn l[l + -IG -zo -24 + 8 + 4 0 4 -8 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 COAST HIGHWAY PLAN AND TRUNK SEWER PROFILE 40+00 TO 50+00 DESIGNED w 'F-S. DRAWN l),S.C. TRACED H .R. C. CHECKED b.C. S. Simpson .§ Steulingson CONSUL TING CIVIL ENGINEERS 3345 NEWPORT BOULEVARD NEWPORT BEACf.l, CALIFORNIA 92660 DRAWING NUMBE~ 5 -12 ... DA TE 1•19-1. ~ OR !5-\431 . , I .•···rJt.:r,~ .. ~-. ) . . . . • -• I-JO T c.".o ~ :.:• :l;; co.NTR~c.roR .• ~~1:0.(1:. T 1G1-11a,-1 ALL.: Loo~e ~il<:i,1Nc,. _ , i' HA;Rt,WA.R.1!: ON l!J<.\':>ilt-1~ ':iUPPOR.TS. : '... .. , ~'1.. CONTR-'C.TOR.. 'b.Hl:,,~I. Re'Pl.~C:.e. Al.I.. DAM~C..SD • ; :: < • 1-l/.\RDWA,Re 01'.t E.)l..l~Tlt-J~ ':iUPi'OR.Ts; • . EXIST. '3'')1.8"'· • ~TRUi,--- !::111':.T. '3" JC. 6" 6RA.C1NG, ,i--->-----";i''::,-::-- . ---NEW 18" SE:WER FORCE M/>.1~. r-ro"•·. A __J LJL Tl MA TE PLA t\l VIEW AT BRIDGE X-ING SC.ALE: 'Ii'= l'·O" -----------+--------------- r O· .n NEW 3'!u $EWER FORCE MA.\N . . . ·-· --·,• ~-~·-.. -----..,.--.. NOTE~:· . 1. e.)'..l":. TIN<=l E. X 1; T. I 'l'' X 14" CA.P EXIST. "3''X8'' B,!b,(. INC" E.i--I ';IT I f.J(.--.. Pl L c. NEW 18" 0,0 .• ....;..- ·_ sawe.R '.FORCE Mk.-1!-J ' -i·- ' I • , l , \fi~%" ~t~i~~; ,''.!\ :: • >t (~ ""ST P>PE -~ROUN:t:L 0_ ·;;.,:··.: : • i/ ~i $l.JPPDR.T STRUCi. f . I , i ._.: . :' .. ,, I . . i . ' • ',: ' PHASE 1 , . --..• • ' ·: '-:, ,·:~ : ... ~'f·,'y_, • . ' '1:XIST. '3" X 8" x81-4" I STRUT, { ' ' j i.,--E.XlST, CR.i;O'&iEO 'f'-\i 0. F. POL.I;. I < ,i . ·, ---.;-. ·'-·~. ·- NOTc.S: •• · 1. R!:i.M.O\J c. .. E)I. IS T, . 4," X.. 4" X 'Z.' t . I:)( l'S'I', I 'l.'' e~ l-\~11../ l'v'r"'"'i'-'.....,--r,.."'! NEW .18" o.o. h ~EWER FOR.C..I:. MAIN • SECTION / e ;(. i<:, i, """ l'. 4" ><. -i.' !: c. R i.. i:n .. :1::s PHASE. 3 ' , , --~:f -~ .. . \ • f . • .i- ' :~ ·J • ;·,\ .. -~ --.~- ~ '.'~ ,-.~- ' -~~- -~, . i ,: . .-.6" I w n. -o !l.. a- Q t'J 07 +z 0- !--. \ ' t COAST , ~ ,, ' ":> ',, • .,\ ._ l=LG.D, _j J 111 0 ,n -.i-r- 1 "'l" r . 816 H WA.Y ' - ,,,,rett --- UtUL 1:,)1, 1ST. Tl MB~ R e U I.. le( ~ I:. A. D W5.l.D ,b.1.l. JOINTS NOTE: FOR E.'l.1$1", Uil\. I TIE,=., l>.ND . ,.. ,,..._ ► ~ -:! "' Ill i ..j + ,;J" ue& ':i i RU Ci \J E e. <;. , T \.1 \ S ~ <! E. J:,. , • ._________ . ":>e.e ~HT. 10 . __ U) d Q ir IO :?; ~ Ill d} -II) r-1 ,, MO AR LlNl:D . + 'Y oz AND COb..TED · PLAN GENERAL • NOTES - i. . ALL ?IF'E. .ti.~O 3/s• \N <:iROUl-JO Sl-4A.LL MOR. T.b.R Llt-.1\NGI. . J ..J Ill ., 0 C1l -I i: ~..i (j"l '> ~7 rl • 2, ALL. 'Pl Pc b,C:.Fl.OSS BRIDC:ie '$1-l~LL Be t,,\to.NU Ft>.C TU REO \t,.! '!IS' I..SNGiT 1-1~ W / 3/s" ~o R. T.o,.~ L.IN\NC':,. .E~i ERIOR. TO Re C: IE.VE t PRIME. C:.OA.T t FIIJl';,H COAT OF ~LLJMlNUM PAINT. ·;:FlE:L'D.·wekO . ALL JOINTS, ' 3. />..L.L.. PIPE: C'<L, T'O ea 106iA. l""\11'-J. '_,_ .. .. ..• 1 •. . <t~·.' .-~~ J/ r--' )-1 3 ;:c v i !fl I (j) ' i Ki • I II) o, -t ~\ -i st i ! • I ,1l i ; -0 in, ' ' -------R/W fl 10 0 ll . . ''. ._,. I -I 0 t..O ! 0 ..-.i NEW 18'' O.D. SEWER FORCE .. 4S" if~1 Ul 1-:2 EX l~T. Sl<:,i'J ~I s-rRuc.TLJR.e ~LI '-' ui u ,:. J n. _j . -I di -o -+ l{\ Ost >< ILi I') ~,. • ~ ~. • I,-_ . e . i' ';:,,. ___ : ,t'l ~ . ,', •. .. ·--1-~·--~ I 9' i'.l ll~ 0 u) ' lfl ~ in ··t1 ,_.' ;~- .J -jl - :c.,1: RI\.!~ ·'5cb.\. JOI\..IT l FU"'\. WE:,l.0 ("TYPICAL) • ---------------------- ,. MORT.b.R I.I l,,l'f, D MOR i~R \.INE.D. A.ND C.oA.TEO PLAN ' ,_-. !;; ..J .J :i C,"" ... O.J..1 <t> 0 J W • IOU. lfl u. 4 Ill Ill :>< I"' ~ Ul Ii> ::I \!1 -(/) 2· J-J +1 H c-' 11> IL zj E.Xl-.,T, '2..4" WA-TE~, PIL.e. $UPPORTeD ------------------ 1 ((( u ( ~ I -~ ....-1~·•,-•.,.,.·,,..:11---."""'~·t.·"'~:;:.",...·.,.· -..m+-t-'-----_..:.1.:;0...:O:.._ _______ ....;.. ___________ _,5_O_--: _________________ --,o ~-I ~------·+---··'-···---~-·-··--··· ._f.';ll.J'?"L_ .. ------: --· ----· ····-······•·-·-·······•-· ·············-··-··--·· . • C:il20U~D LINE.~· • • . . ' __J ------• ---i--------------~ j , --·-·· -10 :':::::===r"==;.=, -~=>,.,~; ... ,,,-~=· ,;,,·,,,:~:?:,,·-~·-,::;~~~:,;,,• -~..;· :..:.-,_~...;.~_;• • .:··)_~~-·-: ~~-(.-..:.•·..:--~.:..-._;·. ~.:.·, • .;..\:..•:.·:~.-:.:::;.;:~~::::.~ .. .;;,·r;,;-·~:~· ·r·i;;;:~~· -,;;;,~~f-~;"'i:;:;,~f\~::r::.f~ ~=-(9/t:!t:::~ ·=02,;, 81r:-;;;!'.!0!:·:::i .. !;:•. t·,·•:::·-:::·· :\::?.:'!;~-;~:.~~:. :=•;·?=-;··=11/:::·1=2;±\~::-~-=,~ ~:~-: ... :::."".·=-~~=:s.:-~.1: .•. ·=~-.·;::~E~t~j·. ~-.7~:j',&j,:t-C" ... 1·~j.-0...,1·~1':-:,..1~~:.,~:r.::.J--_ -l. j '(.I _ • ,. , 1!->Y ~ -.~c,'.,;:,_--,..,:.,; "• ·Jc•,, '. _ / Q .~-{}+..=---1-----· -·-·-··----------·r::':Jlll------t---+.---------~····· + s l ___ _ ~~ NEW 18" o.o.'''5EWER r, . \SI -~-----------... -.1---•-' _ ..... Fd,.RCE..-M.¢-.ll,L_ .. _ ............ ·--~·:::-'·-,..----~; ~:,, a.::;; --2 . 2 · .. , X-. ~~ PROFILE HOR"?..: • VER.T,; , •• :: 10·. ,; e.;• l =. _, 0 ',,.,, ·--,; ,--,--------------------------:--r-:C) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY. ~-•• .. -~ .,:N DISTRICT NQ 5 .. •.•.•• 1---------..::.=..:..;c.;.;.;;c..;,-'-=...:C.-----:--:--------t ;·~ ...• ,. COAST HIGHWAY TRUNK SEWER DETAILS \ .c Ross ING\::\;/;.~/}/ ''. . • ,• 'I:,/!:~ • -~ _,, •--•~~••• •• ,. '•T BRIDGE DELETED ··"'-, $I-IE.ET 5-A 0 u) -0 LO 12 8 4 0 - --------- HWV 50 1'2 8 L 0 • 0 Lil .- zi: ~Ith I \ I I . .. --'L ----- I(, FORCE MAIN STATIONING I 0 .ri u\ ro 0 ,f I~ PLACE 51 HIGHWAY STATIONS +0.10O°0• Lh -- 0. -st QI-\ II +o..~ Lo~~ I l PHOTO SCALE:\"= 40' (-t) 2 I" SEWER FORCE N8"7° 17_'._E_(HWY) COATED 5 L PIPE SE SF-L "7 NEW 27" FORCE MAI 52 53 MAIN PROFILE : Vert 1cal : I" = 8' Horizontal: I" =40' 1 I/Ground 0 -- 12 -' K" V C.P S= 0. ~% --------------+. - ' -1--0.100% 13 GRAVITY SYSTEM (\j <fl - OJ o' 01 "' 2 (I) 2 • "" :! :i + I ::1 ~ '5. ~1 PROFILE Viirric □I, i": 8' : Horizontal, l",,40' 12 ~ 8 :s: _; \!1 4--t ll. ~3: ~ :J z ti OJ ll. Ill 2 ..,. 0 3; ..t :r -~ 01 II\ z N Q:J I-➔~ )-:<r !!: ~ lO I-' -1/) + ::c st i lf\ ' ~ fl) c..., rr)' ~ . I r~ I 54 55 I I CONST. M.H. N2 15; "1'2." LD. I TERCEPT 10" SEWER Semi-tan ent N 87°-17'E -- -N- END PROJECT---- HWY S11fflON 57+30 (:!:) _ 0 R/w sa Lr) _/ 7 R/w D.S.C. 10-14-«>S REVISION B'i DA.TE I 'v () en + .,.,,---Groun::1 llNQ.---....._ r-- lO );f , ~/<9,, --~- 3(5' i -,~ l .. . -~ 47." vc. P. @ o. i<o% i I If> 01 z :r i n so· (TYPICAL) I WORKING AREA LIMIT tHWY I '> I EXCAVTION LIMIT 3' 2' ...__10~' ~tv\~1"1~.'-.,__l~O~' M~· ~IN~, -+ __ V._A_R_IE_S_..., > TRAFFIC LA.NE MEDIAN re >-1---7 !1 I SINGLE STRIPE DOUBLE STRIPE f-,_---C I 8 Ee 0 ,5/ REQUIRED TRAFFIC CLEARANCES 12 8 4 0 SCALE: I"= 10· . I l/1 l;t; 1, Elt:G/N c,,.,.o(/., )1/ I I r;/ / , ±·----, r-----1/j I I /,/ ' '--l I I , / C5R(LT.)• ._ ~ ' / ' /f I I I ;/ I ; .. I I I ~1· I /'-L I :; '~' I~ ' --/ : • .,_/? er ,' 01 /; .. , /!El N / ; ..,_ .:Z:,' BARRICADES-/ ----,-----: / :' E;)l;\ST. '('c..LLOW 01VlDH-1G LINE >l""' 11/~liE. ~DAFFIC U>.E. / : ~ I I I / --,o l?EMAIN ~" I~ / / / ~ ') ') / l ( I: t.'ri I :' __ / +1: -1__ \:;~ L~----~/~J. --II /--I _,,-/' .. -~ /'/ --, !iii p ) 1 :r'r 1 1 NOTE i I ,! I I i l?EMOVE. ALL CONFLICT\t)G 1~AH'IC , / I 5H,:'IPING, P/lVEMENT M,1'i2KINGS , I I / / / ! RAISED 1RAFFIC BARS WITHIN onoug II / ; / / / LIMl15, PAINT 10 BE 12EMOVED BY / r I 1 5ANDBLA5TING. j / I NEW WHliE TRAFF\C UNE:._: __ I I t lii H • I ' I " NEW 'il:.LL0W DIV1DIN(j_ UNE.S ! I li:'ESTORE ALL STk:'lPUJG, PAVEMEhn MARl<\NG5 ~ RAISED "TRAFFIC BARS 10 THIER ORIGINAL LOCATIO\15 ON COMPLETION OF WORI<-. ' wogK\NG M?'EA L\ll!li">--+--tt,-./ / I >c! DE10Ui2. 51RIPING ,o BE REMOV!c.D B'I' SANDBL..AS\ING. u. f /u I a: , I ' ' i I ' 0 c-l SIGN ING SHALL BE \N A.CCORDANCE wrn,, "THE. Ol\JISlOlJ OF 1-HGHWAYS SIG-N CHART. ALL DETOUR WORK S~ALL CONFORM TO THE. 1::NCROACHME.N"T PERMl"T ,i:/ "Tl-IE DIVISION OF \,IIGHWti.'(S STANDARD SFE.CIF\CATIONS. -+----+--~ l:ND DE TOlJR DETOUR DETAIL Seti.LE.: , .. = so· COUNTY :;A~IIT11T1Qf! DISTRICTS Or Or?ANC:E C0L'NTY DISTRICT NO. 5 COAST HIGHWAY TRUNK SEWER PLAN AND PROFILE 50+00 TO BAYSIDE DRIVE DRAWING NUM3ER Simpson & Steulingson ·1 i I •r-----_ I I DESIGNED w.,;:..s. DRAWN l-t.R.C- TRACED H-R.-C. CHSCKED p C.5. CONSUL Tll'i!G CIVIL ENGINEERS 334; NEWPORT BOULEVARD NEWPORT BEACH. CALIFORNIA 'il1660 5 -12 . . -~L -5o 57 OR 5-1431 II I II JUNE 'G<o ' . • • CYLINDER THICKNESS CE.ME.NT MORTAR=-~ C 0/1.T I NG STL. CYLINDER POINTED IN FIE.LO _ __, CE.ME.Nl" GROUT PLACED IN FIELD PIPE. I.D. "o" RING RUBBER GASKET ii STL. RE.INF'MT. SEE SPEC'S. CEMENT MORTAR COATING FOR COIL SPACING ~ SIZE SEE. SPEC'S. CE.ME.NT GROUT PLACED IN FIELD C"tL.Q.O.--~ COMPLETE. COIL PARALLEL TO PIPE END Sl"Z.E.D SPIGOT RING ~~ 5" COMPLE.l"E. COIL PARALLEL TO PIPE END POINTED IN FIELD 1.y37. ~ RUBBER GASKE.T Sl":Z.E. BE.LL RING PIPE. 1-D- SOMASTIC COl>.T OR COl>.L TAR ENAMEL $ FIBER GLASS WRAP APPLIED IN flELD LUMINITE CEMENi MORl"AR LINING. FIE.LO APPLIED e"' ro" ?."x '2"><~ 14 GAUGE. CRIMPED WIRE. ME.SH GUNll"E COATING FIELD APPLIED IQ II CEMENT MORTAR CARNEGIE. SHAPE. ALTERNATE ''A" I I 8" I I HAND APPLIED MORTAR ~----t-a-+----~---T-- 1 I I I "--7'"---t_-::..J~L.:.:-:1-----~ SEWER FORCE MAIN LINING '2 PIECE PIPE CLOSING DETAIL WELDE.D JOINT SEE SCH!=.DUL.E BE:LOW PLAN NO SC.ALE • ••• I SECTION A-A NOTE INSTALL TYPICAL THRUST BLOCK 1 WELD ALL JOINTS E.ACf-1 SIDE OF A~GLE POINTS WITl-{IN DISTANCES SHOWN IN 5Ci--lEDULE BE.LOW. JOINT WELDING SCHEDULE Pl PE. SIZE. DEFLECT ION ~---27'·-"30" 2.1-- • (FT.~ (FT) (FT) -t--------~-- 11 1'4° 22 '1Z 0 8 30° I,, ll, ,15• 2 19 3 z. 1,,0" 13 33 4B 90° 32 53 7~ TYPICAL DETAIL AT DEFLECTION JOINTS ---~ CE.ME.NT MORTAR ----~ ALTERNATE ··e" STA. 40+85(:t) TO STA. 50+70(!) ,.,:·. LINING BEGINING TO STA. 40+60 AHO. STA. 50+70 (!) TO END FORCE 5" PIPE. COUPLING ~ PLUG. WELD TO BUTTSTRAP MAIN PIPING DETAILS NO SCALE PLACE OUTLET ONL'( WHE.RE 0E.SIGNI\TE.D ON PLANS FLAT RING GASKET (FULL FACE)----:, ..___,~ I •• Y-, ii>. ---!,.t"!r- 20" O.D. Y2'" w L.L --- STD. 150# STE.E.L FLANGE. STD. 15o#e STL. FLG.-l"e" THICK, '27Yi' DIA. '25" B.C. '20-11/s"DIA. MACH. BOLTS, STD. ISO'"° STL. FLG. l"a' THICK '2.11-2" DIA., '2.S" B-C., ?.0-l!rs' DIA BOL"TS. UNDISTURBED EA~TH RE.INFO RC ED CONC. COATING -::=-=--- ---....:::,.. _ -..._:::---... _,.... ---------....._ ---- ii FROM ':>TA. IS+B7.i,,4- To STA. '1..~+BSlo'=> I DISTANCE. VARIE.S FROM 7.e, TO '33' STL. PLATE. SADDLE. SHALL EQUAL 1HICKNE.SS OF ------I "' I CEMENT MORTAR I :No ENCROACHMENT BEYOND IT\.\\5 LINE UNLESS ~ STE.EL PIPE CYLINDER n1A. DETOUR PLC>.I\J HA<,, LL t,.1 BEE.N A.PPROVED BY o o. Tl-IE DIV. OF I-IWYS. ~ ii: FINISH C,ROUNO OR PAVEMENT 6" MIN 12"' MAX. COMPi\C.T •TO <:15°/4 MIN. SAND E.QUIVALENT VA.LUE OF "30. SEE. NOTE_ I -- ___ I Cl! Lu > o, UN . q" z :::1: 6" MIN- I2" MAX. TYPICAL TRENCH SECTION STA. 7+ 60 TO STA. 40 + 57 (BK) NO SCALE STL. CYLINDER t V TYPICAL ACCESS MANHOLES NO SCALE '-BACK FILL REQUIREMENTS FOR PACIFIC COAST HWY. I. ALL F.lAC.KFILL WITl-llN \-\WY R./W M\IST HAVE MIN. ':>-"-ND EQUIVALENT OF 30. WHEIZE TRENCH EXCAV~TION DOES NOT MEET TI-IIS '12EQU\12E.MENT IT SHALL BE HAULED AWAY AND BACKFILL lfv\POl2TEP. CONTRACTOR WILL BE PAID UNIT Pl2.ICE FOE'. iMP012T MATE.12IAL '5El" FOIZTI-I IN CONT12ACT. IF ':,IDES OF "TEENC\.I 1-1.l2E. '::,LOPE.D, PAYMENT Foe IMPOl2T IYIATEl2IAL WILL BE. Llt-1\ll"ED TO Bl>.CIC FILL WITH IN Al2Et:>. DEFINED BY VEl2.TICAL LINES Pl20JEC TED Fl2.0M BOTTOM OF T12ENC.H. 2. WHEl2E G120UND WATEl2 IS ENCOUNTE.12ED IN EXCAVATIONS WITHIN HWY 12./W, BAC.k:l"ILL MUST CONSIST OF C.IWSHEl2 12.UN Bl>.SE. TO A POINT '2.' to-BOVE. INA"TEl2 LE.VEL. CONTl2ACTOR WILL P6,ID UN IT P121CE fOl2 Ct?.USHEl2 12UN Bt>.SE 'c>ET FOl2TH IN C.ONT12ACT. 4"VICTAULIC ----~ COUPLING f 1 7 04~ ~___,,• GROUT (j I 4" CI. All2 RELE/\SE EXIST. M \.I~ I LINE.. SE.E PLANS-I FOR FORCE MAIN . ' ,.,.. . . -, ;::0-_•, ,,, ,;.,t·:' -:-1 " AS CONSTRUCTED 11 JU>-11:: 'G'G GUNITE. COATING SHOP APPLIED SOMASTIC COAT OR COAL TAR ENAMEL~ FIBRE GLASS WRAP SHOP APPLIED. STE.EL CYLINOE.R CONCRETE MORTAR LINING SHOP APPLIED NOTE.: FOR COAl"ING ~ LINING THICKNE.SSES, CYLINDER GI\UGE. AND REINFORCING SIZE. AND SPACING, SEE. SPECIFICATIONS, ,-----4'C.I. SPOOL f ,-----4"' PLUG VALVE 5TD.$C.,~ M.H. FRAME$ COVER ~=~=~=~ll2J.,,SEE. SPECIFICATIONS. •"<o' MIN. ' z (l) -:::; {rt· M/\i\._ CJ) Lu O! <I: > COtlCRETE BASE. , 33" SEWER FORCE MAIN COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO.5 COAST HIGHWAY TRUNK SEWER DETAILS F. M. APPURTENANCES D~-;1GNEn D.c. 5. PRAWN 0. 5, C. ,TRACED D. '5. C • CHECKED V'I/. F". S. Simpson & Steolingson CONSUL TING CIVIL ENGINEERS 3345 NEWPORT· BOULEVARD NEWPORT BEACH, CALIFORNIA 91660 ORS-1431 DRAWING NUMBER 5-12 SHEET NUMBER . 7 OF 27' 12 8 4 0 -2 . U1 • N "' ------ ' EX1'5 r PV/1'1T, .. '· H ,-; ' ,,, ·_,,_,,· ·.-;.r-,. , , ·. 1 Ex1st. 4'" Force ;s £E.MOVE A• NES., 11'1 a) .t ,..; II-: -w. H ~ ' - ; . .... ~ ~,o _«=:LL.. V VAL FO~ A -,·,1.•.•;.·1,· ... RE.MOVE, ~~ ,·· x 24" <'~ l0-_r JO" STL. F./ Ma,n -t .. 10'" $TL. F.1,,. ' - PLACE 3 EC.CENT ~IC • .... ~~ ~ . . REDUCE \ 6' • -=.J ~ ., . . ·Cld' ,,._ ·----~ ' ·:>-" '/' ---·-----...-'. " • . r_,(,. \\---~ ,, ,; J -,,. ' ~ . ~ -\ ·.~ECT\ -~ ~, ,.~-vu 1 "REMOVE I )(.\ST. 'Z..4."x. \ 45E.E. PL ,\N 11\JCREASE R. AND COi - TO EXIST. '2.4'" FORCE MAIN '--. WITH '24' 'EC.C.ENTR ~ PLUG 'EMOVE 12' ~?PAS ~ I JEC.ESSAR VALVE. ----· c; Jh ~'-< SECTION 5CALE: I" = 4' 11 I I \ ' I 11 I 11 It I t II. 11 fl: t \ii ~ i1) 0 ~.~ ::J 2 q 0 '9 ~II :,. S, 11 L Ill L 0 . ~ 7+50 c,J O ..J <.O 'q' t.ri ()') + I'- 0 u.i >-5 I 8+00 -• • Q~ <fl [l; - ~ ,.._ W.J ll iU2 \.i ~I Ill 0) t-, ll. ~ 0 ?' \9 ::! u. <fl 'in t :rl i--QI . + 1-0 -. '9 Ill ti N + UI ti/ IIJ 1/l II 1 r--~ ffl z Q) :i -+ I B ~ > t--.J ..J ,ct t;; H Q.: DETAILED PLAN SCALE I I" = 10' ~ ./ . -. ,,, .... ~. " .·, ~ ~ ~ & :::. 2 /(~)~ ~Wood ~~ Ca"'1ng l l '~_/"\ :,...._ _,,i' t2\"VC 27" VCP Sewer ScZwr;:r NEW 33" SEWER FORCE MAIN $ ~ ~ ,-LUG, lc!ELl:AS E !:I: .. 5 NEC.- ~- () • ~ ." f!.. -t5t 0 ' m +--1 j::. t--(l. <J'l p a, -~ ~ . ,~ - ~I: -.. -~ IL II ~ ...., ~ " IL,. ' • o'· •...J ~ .. ►UJ 8+50 i.o If) . 1/l 0'.l m ll; :;,; Cl () + OJ 'N/, IO I'- 'V >' ~ ..... 0 lO ,, I . l REVISION ' 1'2. ., B I 4 . 0 -'l. D.S.C. BY DATE i FINISH PAV'MT BASE MATERIAL. CONST. CLASS ''B" CONC.. C0LLA.R FRAME l C.OVER LBROOK5 PRODUc'rs J,J!! 4-I T MARK "SEWER~ ~-8" C.ONC.. OR V.C.. PIPE SECTION SCALE: Yz"= r-o" 24' ECCENTRIC PLUG VALVE 2.4" ECCENTRIC PLUC, VALVE.-~ 7.7' 33'" X 24" ECCENTRIC REDUCER -~ 12 8 4 0 3'-G:," NOTE: VALVE OPERATOR 15 TO BE ROTATED 180° FROM STANDARD 4' -O" CONNECTION TO EXIS1 24" FORCE MAIN NO SCALE xis+. PoV'rr ~~/»/] Exist., J/1///// ~-~~ "~' ~?·· rou~ /· l'Z.~/4' 5-l' I. Ci os -NEW :I!" ~EWER -FORC.E l, AIN ~& t-=-11 8 Vs" 6a-. 1--.._ ,-~ rl0"C.I. ':><Z.V>4r FM, ((~' w-' "' ~;::!/ ' ~ ..J 2.4'' ( prn:. CYL Wo r,i.r ,r21" V.C.P. 5,zw,zr , I 7 ~, •. .,. ::,izwer , SECTION SCALE: I"= 4' 2.4c' STUB-OUT W/F-LG.. ~ BLD. l=L(=i. N'L'< NEW 33" SEWER FORC.E MAIN /2. 8 4 - 0 CONSTRUCTED II , COUNTY SANITATION DISTRICTS OF ORANGE COUNTY J;' DI STRICT NO, 5 COAST HIGHWAY TRUNK SEWER DETAILS ROCKY POINT VICINITY SIGNED W.F.S. ~AWN p, S. C. RACED µ,.~.C. HECKE□ 0.C. S. Simpson & Steulingson CONSUL TING CIVIL EN61NEERS 3)45 NEWPOIH SOULE'IARO NEWPORT 8EACl-l, CALIFORNIA 9Zl>6U I OR 5-1431 DR A.WING NUMBER 5-12 .. --~ T~ '_i CAUTION BENCH MARK: U.S.C. i G.S_- Z 770, 1945 • DO NOT OIS TURS -I 4 ~ I \V I I I I ! I NEW 33" FORCE MAIN I : I ! ! ( 1£9 . ) )\ ·-;(··>i~:"·· ··\/,:\.:/::.:: (~ [ITITJ ~~L ________ -•••• ----_ -___ --------------~------__ U 0 0 c5 I() R/w-'--- 3~+00 NOTE: :REMOVE PORTIONS OF BOX :FLOOR. UPON INSTALLATIO~ :OF NEW :B" FORCE MAIN, :sACKFILL ~CONSTRUCT :coNCRETE SUPPORTS iAS SHOWN. DETAILED PLAN en (\J SCALE: 1/i' = l'-0" • --1[) (Y) +50 T77 f)J/,fdX\\yJJA-.\W/X\.\ y)/X\ L.LL~ .. ------------l------l-----l----------T""'"'1 ------- Exist: 1z·~ 3':." cone.. 601( Drain 38.5' FROM ct. HWY 30+-00 INV.-:: I. 40 PLAC.E CONC. SUPPORT E111st(atch Basin $tru:::turi2 .. NEW 33" FORCE MAIN RE.MOVE ~ RE.-SE.T T.S. POST r--------I 11 I ,_ _______ IJ. , -I 11 I --~ --I I SECTION SCALE: 1/,z.": l'-0" I 37+00 --- NOTE: THE CONTIZACTOQ SHALL TEMPORARILY 12E.LOCATE THE SIGNAL STD. AND CONTE'OlLER BOX 012. JACK A STEEL SLEEVE U/\JDEl2. Tl--lE: CUR.B 12.E.TUl?N A.Qc.A IN ACCOl2DA10CE:. WITH THE. CALIF' DIV. OF I--IWY STD'S. SECTION SCALE: l"-c_ 4' .. DETAILED \0 fol Tclephorw ~ Ducts I 12 8 4 0 PLAN SCALE: I": 10' --I I '--- ---- ; 1/F FF//// .. .. II II I II II I' 1, U...' YI----A 1--J - ----:,6" Cosing - ~ -=-----------..._,_ '2.4 ,, \'Jotcz ,.. ' '\ ----r-" ' ------------------' "-------- ,,- 24" Water O.S.C. 30 50 ---- D ~ I 2 A-C-Paving I/ ' ' /✓/////1'1,, / ///// 8 4 .. 11 . II I I ELOCATE I I II I IY2"T. S ---..,. " II I ,':, REQU\121 D --..___ I I II II I r-4::____V<int __l_!__n~ -i __ .. ~ -i .. _y __ V) ]I If-::J r------------· f----- -~'\ --f----w II r, II I ,1 [I] T<ikpho 11 CZ -·\ ' t" " f .J 1:±J Ducts -,. I I I I 1'2¾"Gos~ -~ __,:;· I I I I .--·) NEW 33" ' I In/ _\m. 7,~ xv- FORCE t'/IAIN -~ ~--------' ' ',\ ~~(:, ,;---\\ I I ~ '/ ' ' 'I 1\\ ~ I I I I •J/ -1~2 I I I °'S.' 1, . . i i,,----dr ,-~r--------"Wo ter ~. I '-24" Wo"trzr, - ----~ 0 SECTION SCALE: I"=-4' IA.C. Paving I✓ L ~ -J r~ 7!l \ ' r ! -J ! I I \ \ ! I 1/-z " T.J.~-0 ( ( \ 1 ' ' I '2 8 -4---' I I I I . -I ! \.'A·C-_···-: 'j A'.-·.·-::1 0 i:~;,~-{;~_t_J·,{t'y•I " 1,;$ !! p port.<'). 12¾ Gos . 'i·:':/" : V"-\ ' 'A:: ~ "/ii ,, .: : :• 24" Water-. . •. ':. :-. -, I • : . ·:~' .v ... ·D._. ~~-~~ i-. _. .:,,:j SECTION SC.ALE: I"• 4-' I 38+50 -I I < V I 1',; I I 1 .. -.... ·.oc· ... ,-.. ,_.,,:!1 I I :Cb~( Ut\ Ii _. . •• ·A·· I Jsuppori: '':'.l 'ii ·'J I 1 I / ,4.·:: A·-·~·,-·t:; .. ./4 'f:!'I L. ,.,. .Jj I ~--& . ;::; ~ - bi6l ~l)·o: :_-./fr_: - 4 : . i _. ·: .. , NEW : 3" V· ~,·tJ L/FORCE_ MAIN ·---"'-'·----·· .. I I 0 \ t COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 COAST HIGHWAY TRUNK SEWER DETAILS BAYSHORES VICINITY r W. F.S. DRAWING ::SIGNED Simpson 6 Steulingson .lRA WN W.F.S . 5 -12 o.s.c. CONSUL TING CIVIL ENGINEERS • TRACEO 3345 NEWPORT BOUL.EVARO SHEET NUMBER CHECKED D.c. s. NEWPORT BEACH. CALIFORNIA 92660 l ' <. ~ i ,'I ~-·•' I .. -,, 0 1- UJ w :I 1/1 uJ w If) REVISION BY DA1'E DATE 7 .. 1,9-.f.S _ OR 15-143 I ..9 0~ 2if: II II 0) I-ILi ILi ::r: 1/) 1'J 1'J II') 0 0 + C]) "' 0 0 Ci -st- J s--. 8'-6" B_j PLAN '2.'-O" SECTION A-A TYPICAL LO 10 'tj"' -,, R/W---------- • l!J t I I I I ' ; 'I -I-IWY. A 50' i 50' R/W~r•----------------------------•+1.--------------~---------------~~/W . ~ ~ j : 1'2 ~ .. .......... ~ "-r--... BAR5 .. o.c. 1-1 WAYS ,, ::. w _J ...J wW -<" ll 1> ci c:i u..l Lu Cl... CL 8 ;~,z~ 4 11/' ~ '\\ ({ . ~i..-- ./ I ' w _}4 ~ i:S'~/-v . rtn 3/4" CALV ROUND STOCK T~READED ON BOTH END s ® NOTE: PIPELINE. SE.AL~ INSULATOR CO. ... . . .... , : : : :-: : : . SECTION B-B PRODUCTS OR EQUAL. 1/Z"GALV. U BOLTS EIIIBEDED l," IN CONCRETE, EACH SIDE .3/4"GALV HEX NUT W/WASI-IERS, EACH 51DE;. -0 U") SUPPORT PEDESTAL SCALE: Y2" = l'-0" 0 -ti! ll) + > Ol 3: r<) ::x: -0 0 . LO 10 . i Ga.s Co. Vault 0 0 + 0 st a, N NEW 33" SEWER FORCE MAIN '24" Cone. C,. Wate.r Edgrz A.C. Shouldctr DETAILED PLAN SCALE: I"~ 10' C:"i [7] " • (\J t0 ~ . Exist Pvmt ~I....J\ / ~ ~ SEAL t INSUL~ 1-Y / I I SE.6.L. MOOE.t:S'~i ' I round .,,.,-,:. "' -7 / R, "~ N E.W 33" SEy,'E'.: t--... ,, /"FORCE MAIN ,_,r, I~ 8"St.!-Wat;r i s • - ./ ~ J ,, "' ' )) r--.. ~ ~ I, - F:;, 1'... -- jO v'>-;J r; ~ ,(~\ B" S,tw,tr F. M-~ C,,1'2" Ja.w«r F.M. c::=:7 ~ . . . ~ / I\ ( PROVIDE TIGHT CLOSURE. OF /1.t'\l'\U\.AR SPACE. BY PACKIKG SECTION TIGHTLY WITH 10 LB. BURLAP BAGS FILLE.O W !TH DRY MIX SCALE: J" = 4' 3 PARTS SAKD; I PART CE.ME.~T- SOAK BAGS IN PLACE W/WATER 12 8 4 - Guard Rail 1'2 l----1------I--IA-+--+----+----l-----1-------1----.l---_j 12 Exist Pvm t ---, E,cisl Ground---p 8 P.S.ICRADLES SPACED AT 12" MAX. " iJi&W/lS..V,//. 11, 1/~t..~r-- 24" Cone. Cyl. Wotu_r EWER SECTION \10/ ,._¢ INSTALL P.S.t. END SEAL. CASING SECTION SCALE: l" = 4· -- -?i- ~ 11 * II II 36" R.C.P. S~orm II Drain II M ,ital Beam Guard Roi I ' ,-,/ ,--. I l r-./- ' I I .. D II 11 II I I\ I 11 I I Ill -- 11\I _1111- II 8" C II I ---- NO SCALE. ~ .!: ~ -0 t-~ + 0 ~ ;<:t u . I--0 0: ..... -0 0 '" T. 5. D<L,tec tor. r::I) 0 -ti! ti) ~{J,.i,&i:1P1,.~·~ @ If) r-' + Lt') + 0 0 <:l' ,:;t- > 40+77 ~ Highway ::i: D V, I-' D 0 □ VAULTS "I ~ ~2. 5 EE 5H~ET 11. 0 I I I I ... -0 -"' • \J Q • .. - MODIFY EX. BLk'HD AS NECESSARY REMOVE AND Fi'ECON5TRUCT TIMBER• MASONARY BULKHEAD AS NE55ECARV. M41NTAIN FORCE MAINS IN SERVICE. ADJUST AS t,\ECESSARY. I I I I I Sidrz.wolk BRIDGE ----...J...--l HW'<. El( 1ST. l'2." C..l $EWER. TO BE 12E'(\I\0VED. Sidewalk U.S. 260 D 11 NEW 18" OD. SEWER FORCE MAlN " ,, ' ' • ~ --___:..:;; ---- I\JE.W F-ORC.E MAI g" Srczrzl Watrz.r, ABOVE NE.W FORCE MA.IN irn ba.r Bulkhead '· ,. R/w ·_ ~-----~- II AS CONSTRUCTE'D '\ ,. i COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 COAST HIGHWAY TRUNK SEWER DETAILS BRIDGE END VICINITY DESIGN EC W. F. 5. ORAWN 0.,S..C • _. TRACED H·B,C- CHECKED 0,Ee-5. □A'f~ 1-1!1•1.°~ . Simpson g Steulingson CONSUL TING CIVIL ENGINEERS 3345 NEWPORT 150ULCVARO NEWPORT BEACH. CALIFORNIA 92&60 OR ~-1431 ' j Ht it .i; •. .,.1, .1; -,•} _., ' ·-' ,i ,' iJI I Q '9 • \.e-·· VAULT N!2 1 . ! 18 . . .r~·: .. I _r-0·-_ I SECTION SC.ALE: 1/1" = /'-0" _ SLOPE TO EX.IS T, 93 '' SEWER M.H. SEE SHEET 10 b • I t------"<--1 j+: ------i I l'"--..J I © it I---,"© • - ,'\ ' .. I· . tJ. ,, •. 1: • i . ' . , . : ~· .· . -~ • ~ .. 1-t Q: ® .. · \ .. 42" T. D. STEEL CASING SEE DETAIL ON SHEET 10 ', 20 4' -3" 0 @.,1 :n ® ::r~ .-·· /~~= fl'@ { / ~t :f: . , SE-CTION SC.ALE; 1/i'=l~O" i 1· . . 1r,~: 0 . . . : • . .. .... ~-- 0 15 co (0 d d z z ::i: ::i: w LLJ I-I-- 0 0 II] m 6' .. B·' . l'-r-o· ··® f ~J,i~~=-.:.: I I ·1 r ~~~~~m=l:----l~ ~ · / \ \ ..... -- . _, I 3'-s" I .. L," = c;,'-4' PLAN SC.ALE: 1/i' :/'·O" . / - I I I ' ·' ~ r--b-~ .,__.--~ I i_r.> en z. I ,, CONTROL SURVl!Y ~ :·r:.~ :•@ ® . v •·. (z3'\·,. -:lf @)-. V \ '.:j'· .. wr= ·,i··· . . ' . ... • •· ~ if if®·· .··1 •. ~~ • • 23 ; . : . ::}; 2 · .. . . 11 ® ® @ @) ® @ • i 18 SECTION SC.ALE: 112"" /'-0" 4" C. I. AIR RELEASE. LINE PROVIDE EX.TENSION AS REQUlRED '%3° FE. ALUMINUM CHECKER PLATE 5EE 5HEE T N!l 17.. 3'li' x ZY2"x 5;!,6 L COVER SUPPORT SEE :.HE:ET N!l l'Z. A0fPROX..GROUND Llt-JE EXIST. BULKHEAD STRUCT,, REMOVE ~ REPLACE AS NECESSARY ,, n KEV 0 GROUT· SUPPORT 0 24" BONNETLESS KNIFE VALVE 0 2.0" BONNETLE5'5 Kl',JIFE VALVE 0 20" I. D. 40° BE ND ® 'ZD" X 21" I.D. ECCEI\ITRIC REDUCER 0 '24"X2.T' I.D.ECCENTRIC REDUCER 0) 20" I. D. PIPE I MORTA~ LINED~ COA..TED 0 '· '2..1" r.o. PIPE\ MORTAR LINED~ COATED ® ® ® @ ® e @) 1.4" I.O. PIPE, MORTA.R LINED ~ COATED 27" I 0. PIPE, MORTAR_ LINED~ COATED 33" ro. PIPE, MORTAR LINED~ COATED 21" I.D. A.CCESS MANHOLE, FLANGED 27" !.D. ACCESS MANHOLE., FLANGED 33" VICTAULIC COUPLING 5"X 1/4' ft RIN<'i WELDED TO PIPE , EMBED IN WA.LL AS SHOWN © CONC. STRUCTURE, MIN. 'l.500 P.S.I.@l '2.8 DAYS ® CONC. SUPPORT ,AS SHOWN ® aot4 BARS@) <o' O.C. BOTH WAYS ® B"CRUSHED ROCK BASE ® FLANC:iE OR WE LO ® 8" STUB-OUT, LINED~ COATED STEEL ,FLANGED, ® B"C.LSPOOL,FLt:i-NGED ® 8"C.I.'SHORT RAD. ELL. ,FLANGED. ® 8" X. 8"X8" c.r. TEE @ 8"x B"X4'' C..I. TEE ® 8" PLUG VALVE @· 4" PLUG Vt>,LVE ® VALVE OPERATOR ® 4" STUB-OUT, MORTAR LINED* COATED, FL!\NGED ® 4" C. I. 90" EL BOW COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT N0.5 COAST HIGHWAY TRUNK SEWER DETAILS ~~~~~-c.,.,,1,_ VAULT NO.t 8 VAULT N0.2 - OESIONEO 0.C.S. , DRAWN D.S. C, TRA.CE~ 0. 5. C. CHEC°KED W. F. S.- ,Simpson S SteuHngson CONSUL TING CIVIL ENGINEERS 3345 NE.,,POAT BOIJLEYARO NEWPORT BEA.CK. CALIFORNIA 92660 OR !l;-1-431 . DRAWING NUMBER _ ro _, Q I I -~,, N'LY EASEMENT LINE PRODUCED:=:::'\ b ., 0 () I (1) ' 0 . N b N . b . I m b 00 I I ; . I'-«," I r--CJ) 0 0 z z ~ ~ w w .... .... Cl Cl -CD CD fi," 2'-0" :~. ~.t \\\\Yl)J..\\.Y77, ;l. .. .. .. ELEVATION SCALE: 1/z"=l~O" VAULT N2 4 fl 0 ® I " - I I ,·t'· ' • . , ·b . i~ :} ~r; ~ 0 ~ ;{ • rr, ~-.,,··· -' ' . r--, , ·--~-. --0 . . .. ·." 11 I I I I •. " © .~r ·~-·1·: .' . . ~ ~ ·.:a: . . . . ' .. l'-Co. ® I ! I ~--90.33' TO HIGHWAY 8. C. _____ 5 L==ld () -~--I ~-~ I L--- I --__ J,......_.,.... '--VAULT N!?4 -T TANGENT OF' HIGHWAY R/W LINE PLAN SCALE: 1/z"=l'-O" KEY 0 24" BONI\JETLESS KI\JIFE VALVE. 0 '20" BONNETLESS KNIFE VALVE. 0 24-" I. D. 45° BEND. 0 24" X 27" !. D. REDUCER. 0 '2.4" X '21" I.D. EC.CENTRIC INCREASER . 0 20" X 2.1'' I.D.EC.C.ENTRIC INCREASER. 0 20" !. D. PIPE I MORTAR LINED~ COATED 0 21" l.D. PIPE l MORTAR. LINED~ COATED ® 24" I.Q PIPE, MORTAR LINED~ COATED ® ?.,·· I.D. PIPE, MORTAR. LINED~ COATED ® 2.1" I. D ACCESS MAI\JHOLE. ® 'l.,"I.D. ACCESS MANHOLE, BrQ ITEM· NO. 10 BID ITEM NO. 9 24" VICTAULIC C.OUPLINC:i. fo" WELDED NIPPLE, FLANGe W/8LD. FLANGE 5" X 1i4-" ~ RIN~ WELDED TO PIPE, EMBED IN WALL AS SHOWN. CONC. 5TRUCTURE, Ml~. 'l.500 P.S.I.@I ZB DAYS # 4 BARS (!SJ <o" o.c. BOTH WAY5 . ® FLANGE OR WELD. ® 8" CRUSHED ROCK BASE. ® APPROX. FINISH SURFACE ® NEW PUMP ST/:>.TION WALL, @ 3/s" It ALUMINUM CHECKER PLATE ® SYt"X z•ri'x 5/1«:' L COVER 5UPPO~T ® 21" l.D. 45° BEND 5/g" M.B. ,qA.LII. 4" EMBEDED IN WALL 2" I 3/a· 1/ 4 • , , , 4". , ,' • •. . MJIJ. • ~. ·,: ~4• , . SECTION A-A CONC.. VAULT STRUCTURE ---1r-. I I 0...---+--o---+-- WELD 31/i'x 2'/i'x 5/1~· L STL. PLATE 0 3" 21/.i I½." 11/;l JY4" SECTION B-B ~·x 31/i' X 3/8'' STEEL PL~TE W/5L0TS CUT A5 SHOWIJ ADJUST BOLTS 11.J CHANNEL 'SUCH THA.i L IS FLU5H W/CONC. LIP. 3/g" ft ALUMINUM CHEC.l(ER PLATE, TYP. 1 I I -------. Ir lfl -~ ~3----l+t-----, ,----tt---, ~~a.. X) AX I N r 1/'l" DIA. M.B/w RIVIT ',j-]S!; OR ROUND HEAD CONCRETE/ VAULT '::;./ LEGEND 't_:; ,-FACE TO FACE OF CONCRETE LIP, SEE PLANS • li = CC, -'Ii.') ''X'.':: FACE C.ONC. LIP TO c\. SUPPORT ~ t SUPPORT TO l SUPPORT, SEE PLANS ''Y" = ex·-1/4'.') NOTES: 1. WELD '2:'x'l'x 1/,4.' x-z:· LONG L TO ALUMINUM COVER AT EACH CORNER OF ALL PLATES. 2.. PLAC.E '2 BOLT HOLES IN EACH PLATE ,AS SHOWN, A.ND INSER.T BOLT PER DE TAIL. FOR COVER LIFT. TYPICAL VAULT COVER NO SCALE A L B= __ J __ --1-- 1 PLAN • TYPICAL COVER SUPPORTS NO SCA.LE VAULT COVER AND 5UPPORTS VAULT N2 N!? OF NgOF L PLI\TE5 SUPPORTS 1 4 3 z. 4-3 ' , 3 2 1 4 4 3 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 CO~ST HIGHWAY TRUNK SEWER DETAILS VAULT N0.3 a VAULT N0.4 ~~ . ~ ·~ --~ ••~a ~i: -' ---~:; ,.~ _J .] 'l ;-~ j~ ), ? ,'j ' •• , ' .>. Or-: ·<• 'r i ,, ·~· -. • f·: ·.' \ ' ,. ,:; ~-'~~ 'i) J,JEW ta' I.O.:~ -· MANHOLE,_..:.....t,,~-'-I- ' .. \ .. " SECTION SCALE.: 1'-i.":l'-0" --,',-<( . ~-.\-t::~ '"; -• ' , '' MIIJ ~ .~ --~-·-•·i- ' I I .r I SECTION NO '::>CALE. ·-_ :CONST. .:1'~1'".x.·'4! -~• -r.c;= ~.REJNFORc:eo"·coNC.RET£:=. 0VER'·FLOW::STR.UC::;'f,UR~ ---·•~· t:::-="-~~::-::.::1::L-~ •~ ~.• ';l ' . ' ". . ' :t, • . .,: -' ,. ,'rl<\' ~ ~ ;{~~({ .. ;;;~\'~~11£;"'; ,._: + ~ '.5~{i,1,•'-t. , '. \,· ··.-t-· ;11'{'7""' .. _ .. ·r··•~-, :~\;·jf ::J:,t:i . ~~ ,-1. 4' \ ,,,,I ~ '',.•~,;':!,;_- >.;_: f: :. '_,, < ~· \';l~,: {!i:~r~::+r~'.-J,t _ t1 ",-,, --J, -,.;,. •' ,, ,.• ~~p;-~--.\··\n!, ?\~ ~~t.--;--·~•,~. r ~ .,", ✓ -, ,' '~ •• f ' •• . . . . , . ~·. ·o t9 --~~--"--r----:;----- .. t Q .. ' . , "EXIST. 2\tt :'.: . .:::' •• V.C.P~.SEWER SECTION DETAILED .PLAN ; ., . ' !>CALE.: Vi".: l'·0" s:00 t~ 4,00 . , • t -' . f ,__;:- . ! .-; ';.. ' I .,_, ·,_ ., .. \ .• .;. • :-~IS T .. i l" V, C, P... ., SEWE:R •• - ~0NEw:1.r·,~v:c;p, ·seweR • ' NEW Ji>'.__.t.::p.:· T'.l,ilJ, t,1 HO Lio :: :: .• )JOT!;::: __ .. EX.l5T. '2.1":V.C,P. SE.WF.R , . SH.4,.1 .. !.., .. B.E!.Mb.lN :11-1 7:A.C.T-. DR!'H . .::Fl.OWS:U.l',[ ee~= _,: :DIVERTE:D_:rO NE:W .. PUI\I\P. '5TA.T10N •.. SE:E SPEC.'~,: • ' • 1' .:t\·:··, .~ f,: .. .. • ' ,·· \ ' ., i. , t T'i'PICA\.. ... f -::: • •• FINl~--'iRAOEJ. i'-~ ';: ,~- i.' .( '71." 1::6:=.cENTER. • ":IECTIONS. ~s:: ... ,...,...""-I'"'-~ ~eQ\,Jli<ED - ; (NO" stcP$) • ' ' ' . ' . '· ... . -. . '. / i, ' ' p I> -• .. #; ••• ,. 'lN~TALL 9/4,' E!XTERIOR ~RAP! PLYWOOD .. FWJGi WITH .wt\TER·'TIGI-IT 6ITUMA'z>Ttc·c1 OSURE ~S'ilJS-OlJT 42'~ V,C,P. MANHOLE .8'=>'' o.o._ ,'.~ .. l=\..A.T TOP i' ' NO:TE:: .~1..,:r •. .1.S ''. v.c.P. sewe.R. SHA."L-C.:RE.MAIN IN '.TA.C.:r" UF.\TI~:-F'L.OW'ai 'CAN es . 1:>1veRTED ib wew·:PUMP .STA.TIOt.J, ' NO. ·I!; ·--a....:....~-~- .CONSTRUCT :col'Jc:; c.o W,J!,,,R. NOTE:~: I. El'-'TeNO. CONC.RE.TE:: M,H; Bt>..<:.E. ... TO,_ WfTHIN 4!.' OF. t-.1e:,6,.REST INLETc AND Ol.)~ET.PiPE~JOlNTS.,. '2..;WI-IEREVER -POSSIBLE. 1 T\.IE:: P.I PE" S\.lALL""·ee:.· Cb.RRt5D CONTII-JUO.\JSL.Y "Tf.lROU:~H THE-1'-IANJ-.IOL.t>;&1 t>..i-J D. TIIE .. TO.P." ..PORTION OF. TH!c. FIFE. REMOVED A.1:';rE~ ALL OTHE:R wor.:i< I~ COMPLETE. 5:ALLa,' l.O. Mb.NHOLE':5 si:.iA:L.L BE .. ....J-INED A.ND COA 1'!:.D-:PER "SP.E C.'S-: l •· ·,--. • i> +-v-1·--.•. i-·· . ' R.TAR~ ' ~., _' f-:1 . .. . . ··a •. • ~(" V ..,, ·j • , 0• ' .. • ' .. ' SECTION SCALE: 'Ii'-.. l'-0" -. ,f ••. :~-ii :-:a· 1,i';,:}},4.f.tif~; , ~ . · -,J· ~-· ~-CJ~¥,'tt."'-:;:_tlt ':_ i:J..~i~~~'..'~:¾ · ' . . .·· r' ~;\:,::~~;·\tii?~:r:, · ::::s-ro-14'"FAAMS f. c.o~''"~r..,·\-'}"'"~ ··• •n'"•~·::t ;·:;1;::j)r~l]11F ;/.,, , · , ~f.-:1 ;.---.til.~~~:-:. ·\~~::.-'~;· 4-S" . C-OJUSTff.J~ Rl~$·:i,;A:0:'.:1i.f . -A:EQ\JlREP-~~~A,Y-:1.i;,_--, ~ -~J""; ' l -, -~· 7i" 'f'i •~~,,_~"'" ~~ • -~ ••• _.,),_ "0 Mlt,;l,o·;,'j"-, :')J, .--. "€- ·,:;;;' .r,-" , . " - 4Q .C.E~;tf?R ,;:>i"'·, : se.c;n.at-Js .K~~1;.q,:'."; .. . ". +::;;_ .• ., --- ' • ,.,_.- L-"'-1---_""_ .:r.oe aF ,-s i:-re1.1t ..,, . __ .. ,, .· A:. C.14ANNal.: •• ••• •• • • '& ·' ,.. --~ -··~";;rl r~t~r : :t;!~i ,' s ~" ic. , ·---~~-J-~ '1\ ( • : "· ..,.-. ~,-- .-,. !~~L ·' I • ';t .. ··'¾TX ;tf1;: it~} 5~r:~1 . ;a,M;-·~f;ij • ·~ j .--STANDARD 4 , .. :,. D.I"MANHOLE: r :· '. :f,·j1t~%1:,; itff .'",I·"' i~ll\""f; ' -·,~-~,.-.,: ,.· •i. r • ~.' ·r , . .,~ ., . . . , ' . .,.. . 1 • ... ' . . ...... . ' . '' D . :STANDARD • 7:2" ,. D. MANHOLE 5CALE:.;l/z'.'._.;il'•0" l ". _-;,, ~" ';·' ·:i.;-· > ' -H•,;-s"•' -, 'y •• !•,: ,,,, , .-~ -. . i -:;:.(~ SCALI::: 1/2"'= l'·O'' ' • -' ' : . I -,. _ .• • ';1"",-: _..-'!":'. .1 ... - ·.'~-'.~·-"·t"'..-. t ... > i:.'i ,.. .:.,-·~., • .,;·_ . .... f ,,.,, t-.: -~ .';;,,. "'.5 ·.r ;t ' ,, ... •f;;.~ ..,.¥~£ .. '~ .~ .·.;. v~ ;;}'.: ·':,;,. i. 10,: ;~··_' • ••( _,"I,',"!! •• "' 1 :t; ;P• .. J< ,_,..,,.. ·f'. ,::- lr !·. ;;,> . ' . ' . :: }-\ '.'• .-_ •t ,;. ~j •. ,,. ..._, ·-~-: .r~ , .. ,·~ -~,.~,\ ..... ·.t:_,: '( ·,\.{· ,._ ~'\'[ • .. ;,:.~' . /.. _/' • l::;<.~;:~~} ·«>I< ; ·/. ~. '-1: -.,. -.~:~ -,.--C-O_U_N_T_Y_S_A_N_IT_A_T_IO_N_D_I_S_T_R_IC_T_S ___ O_F_O_R_A_N_.,G-e:-_--c-o-_,u_N.;._T-.Y.-.\-~--1 ;;·/;:f~ l>ISTRICT.N0.5 ···•f, .. :J , ·( ~.Li:~ COAST HIGHWAY'.' "(RUNK SEWER1cf: . {r{/ " -.. ~ ~.. ,._ .-.. , • , , ii', ..... ,1,_.,, '<::•'' ~DETAILS - --.. . :t· _. Simpson. S .Steolingson 'co~s~~Tl~a-~iVlL'E~~•~Ee~:-• ;l~ NEWPC;'RT BOULEVARD.~,' ~ \ NEWPOR't.BEACH, CALIFORNIA 9l660 , • •I•' " '.\,';',..,~l~~ • , ~ OR li""U3.}. ,-t.,-?, ·-.. -._, .... ,_. ~ ·.~ ··-· -;c:!."• __....;___.....: • .... ,. '", .. ,•:•;'""f~, ..:,,1•: .. 1 ',r·,-_,:,'1 .';.,f;,·< '~1··'i'J , DR.AWING NUM15Ef\,, ~-· s ·--it z.,1)-- ,;}\,~:.~ 1, . ', '.,-',: . ,, ,~r·:::m . ~-. ._,._ I• -'.'.{i,,}t i. ui ·~. ,, '\~ I : ":ir,(t.,1 ·, •r.< • ·,. i~~- • EASEMENT LINE -c'__~ ,-FIN. ELEV. ; SEE PLAN / I I COMPACTED FILL TOP OF I FIN. 5LAE3______j_l----'--,......, ELEV. 12.80 ~· - . -~ o 0· ' . . . 4!' •• .•. ' q' 4"0F COMPACKED CLA55 2. AGGREGATE BASE, I1/l!" MAX. TYPICAL GRADING SECTION f----4'-__Q" I GALV LAG BOLTS I 1_ 3'-0"_ --------.. 1 WITH WASHER , 2. PER JOl"-lT TYPIC;_AL ~ l-;===::::::::::::::::::::::::-===========3;~r,f/ -; L ~ 4 1.:, ~ -----i ....... • ~=-----~ _--\9 =t------~ ~ I NO SCALE =:,,,,---~ -,----.. ~ -,~---=-----=---~ 1"----z."x<o' REDWOOD _,__ --_ --~1-1 HEADER ~ --~L -c" -REowo-o:.., HEADER I" PVC. WATER LINE : W/h" BUBBLERS TO : EACH PLANTER Box: INSTALL LINE I' : BELOW FJN GRADE : 0 0 C> 10 3' x. '3' PLAN TE R . '. ------.,,.,,,,.,,. ----- 1oooo· BAY BRIDGE PUMPING STATION __ -@)----1 I 3: 3: a" cc:~-, -.-·:-_·~.-·-N . -I -••• •• si' IF'.i"l"I ' ;1'. :J; [I'.": I .. ·. ,.•.. - 1, >xw· ~--·-·1 I. ,-I. \ry Q > , . . . . . . I : • • u.,..i,~~""'1"~9 -N- ~ 3' J( 3' PLANTER, TYP. --®--_::--Fat±=t---'== ') ===· ":'r . f-ci::-~RADE TO ORAi~ --~7--:::.--_-~ -·.: ---..., / 1--.i-. ,· -~!INSTALL 57' Of \i"Xl8" Ila 6A. -~----, ----o ---' ,;-,-I 1 • CiALV.C.M.PARCHWITf-fFLARED --l/_9J----, -:-E'° r=---_ ~,( . I.·-. I ~ ____ IEND SECTIONS, BOTH Et>JDS. _____________ ____,__ - - I ------I i I lMAT(H EXISTING DITCH FLOW . ----1 , 1 •• --------1----1--/--1---------f-L"INES AT BOTH ENOS AND ILAY ON STRAIGHT SLOPE PLANT KEY 0 EUCALYPTUS SIDEROXYLON ROSEA 1 5 GALLON 03EUCALYPTUS CITR\DORA, 5 GA.LLO\\l 0 ACACIA. LATIFOLIA , 5 GALLON l?: __ GA}E __ o_PENINc::i_ 13/8" 0.D. GATE FRAME l"/B' BRACE RAIL \___ 11 GA. CHAIN LINK WIRE '2." 5q, MES 1:--1 GATE DETAIL NO SCALE g " 2 1/s o. o. Ll'..TC\-1 POST L EXIST. AS REQUIRED GROUND PROFILE PLANTER F- l I I -'-~ ,, "i-;..c, ______ 1.-:BETWEEN. ~...,,__.__REJ;OC:ATE SIG : ·-------+-1.....-t----- ------==::;,,-=-=.=-=-===.:===-:.:::.=----,::;:,;2~~==t=t=·~--~---~--i~~-'~•r~,~A~S~:-!D_~IRj_ E~C~T~E~D 2 _ -~J~-~---~-~-·J· ;=~:'.':':~~~~~;;;:;~it:<~==;-----L. C. = 00.01 I L.C. = .,6_',,· • _, ,,. -, :...:,RELOCATE AI\JCHOR, ,'.~ NO SCALE 2'---1--1--" I I -----"--3' -O" +--- () I 01 I I ' -----_:= FILL W !Tf-J /8" OF TOP $OIL TO 3" BELOW TOP --- PLAN TYPICAL PLANTER NO SCALE. I I I I I • I 01 ~I 01 lfl I I I I I :s-: c,, I N[ '-----I :i-I N I 21 I I I I I I ___ ___,,~E..S. 53+-15. 34- AS SHOWN ON MAP OF TRACT 53<o I ,,--,...J : (BY OTl-1E.~5) --_.\ FUTUR_E __ C_UR_B_LIN_E --~~---,-6---?.§...~--::::::.--\ I INSTALL WATER 1 , -~~ --,,rj--------__ ;\N$TALL 5' JI. l'l' CHAIN LINK GA.TE :REMOVE EXIST FENCE i. RELOCATE --:PO$TS AS REQU1l2ED, SEE DETAIL ~~METER BOX ,,~-.,"-' \ 0,1-__ ---~---,-.. f';;-· 7"'~------_ EDGE OF Ex,s'i' -~ ,--,,~,..,.----c-----=z,,--.L.:::.'--1----Jil -~ ;,~---t----ml PAVED SHOULDER -I ~ CONFORM 7 l--t-,\---,,77'7?'17T'---,>?77.7/'7/,---,nm,-L \r <\J r I I PLACE 'l" X (<," REDWOOD /h)j 4. +I + CY) I I ' HEADER AT ALL EXPOSED ( I \ EDGES OF NEW PAVEMENT 3" A.C. OVER COMPACTED _______ .J_ --~3~5· -------1 I\Jf>.TIVE SUBGRADE I \ BORE 11/7" WATER SERVICE UNDER PAV 'MT. t CONNECT TO 8" A.C. MAfN LOCATED 5' $0. OF 'e/W LINE. I , 11 I \ I\ PAC IF I c ___ ~c~O.£:.A~S~T SITE PLAN '5CA LE : I" = JO' HIGHWAY -'------- COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 BAY BRIDGE PUMPING STATION SITE PLAN GRADING 8 LANDSCAPING. DESIGNED D C s DRAWN 0.$ C. DRAWING NUMBER 5 -12 TRACED D. SC Simpson G Stevlingson CONSULTING CIVIL ENGINEERS CHECKED W F 5. Dal.TE 7--z.q._.r_.5 \ , .'\:. -· ?~,.-' . i -.,.. __ , r l / "' / ~ / "' / ~' / "-J,3" SANITARY VE.NT I I • ~ ' ~ ·• .-I • I ' -' • I -----· ' -: ----------I ' ' ' . BRICK I ' ' ' . I ' --' --- . ' • ' • ' , ' . ~ -'" I . -I -, ;-..,,-~-;'",\"i, ,, ~\\\\;o: ,, l\"\~v,, R.~Vr ~. I - ~11,::§. ~\Vt/.@ .. '" ,, ,..,,,.J ,,:\.,···· ~ ... ,. '.,~~ ,, --,,..~ ~ • "' ..... -...,. . ........ ~-· -~ ..., ~,,.,-~Yr/-!:-,.;§ "' "' ' ~ . . '°" .. -~'-' --s.-SS: ' EAST ELEVATION SCALE: y4" = 1'-o" • ( 'l . A ~ / ~ / ~ / ~ / " / I I I ' ' ' ----------- ' MODULAR BLD'G. BRICK TYP. --✓=--"' -----3 3/e"" 3 ''" 11 3,18" -- - -------·----. . -~ . -' ---- ., . -. • ' ~ ~ ' ~,~ ~ ' -----= = ''•-~ , , I.....,;;:_,·, "' ,~~·-•-.;: ..... . -· ·--, ,---~ r,1-,,,;:_ ~Y,';'I.'::,,..'-. ,., .,. METAL ,DOOR· ~,,PULL BOJ<. LEAD FLASHING :. ...... ..... ... .... FLASH ING COMPOUND REINFORCING STRIPS '. •,ti,·: :·.A•_-:·!1: _';',A,_-·.•!'·.·: . . . . -. . . . ' . . . . . . . . . LJ.-~·A .. ::A--·. :.·.~:::·. . -. . . . - . . . . . ' . ><·:~:: ·/\(:-~;-; ::_-~/<:;· . -.. . ... . . . . -. . . . . . . . :A; ." • • ... : :.o. .•.• _-.A . . . . .. '. ' . ..... . . . . . . . . . -. . ... • ·.~.·: .'.'A, ··•A•· ,...c,,• •··a. • ·.-:.·.·.·.·.: •• ::::.~:.·.: . . . ' . . . . . . . . . . . . . l'sTHICK FLASHING COMPOUND BED SANITARY VENT FLASHING DETAILS NO SCALE • 1 ', • 1 ' WEST ELEVATION ½.. ' ,, SCALE: 4 • I -0 i F'LASH ING ROOFING \ .... ~.._BRICK CAP I ROor· SLAB 3"11 6",._ 1'-1" ROOF. SCUPPER '2.'2. GA. ST A IN LESS STEEL ... ........ . . . . .. .. .. .. . -........ . PLACE TOP BRICK AF'TE.R ROOFING IS FLASIIING Willi LAVED, W'-TE.R -l'IGHT " ., ' ,, , ' CONNECTION TO ?. • '2. FIBRE CANT STRIP SCUPPER. ALL 'ROOFING , • AROUND • ROOF .FLASH ING. tlETAIL . ..:.· ··~·-· • .. ' . ,., ~" (!·~ .. ~. ELEVATION _, ?"x'2" FiBE.R CANT STRIP __ J __ 7 I I I --:--_,__ ___ 1 I L __ __.J PLAN ROOF SCUPPER DETAIL l~~f 1:,, \ ' ' ... , ,''"" ,,,,".,.,,:i,'. '. i' / :/ '',. i '; .; .. f :·' '(,.-• . ' DETAIL OF ' \ I. j - . -- I ' . .ROOF SCUPPER ... SEE DETAIL THIS SHEEi --... ~ -- ~ ~ 1-- 1-- ~ SLIDE GA.TE ~ PEDE':>TAL • LIFT -~ I~ , . .. . .: .,$::,.Yu~~ NORTH LETTERIN6, SEE DE TAIL BE.LOW BRICK METAL SPACER SLEEVE FACE OF LETTER I I -i I I , I LETTERING -, -' ' f • I . ., , .. r l f \ / , ' • - --- . --· • " '" -' ELEVATION ----- SKY LIGHT, SEE. OE.TAIL 'A', SHT . ' ~ -,:..~~-' . ' ~ L.... CONCRETE Ut'I PAINTED L- ~ I'? FIXED LOUVRES W~\NSECT SC.REE S E OE.TAIL SHT. ARICK "''~ -. -,~ WET WELL EXHAUST DUCT CONC.RE.TE UtjPAINTEO DOUBLE. METAL DOORS W/LOUVRE.S t INSECT SCREENS SOUTH ELEVATION SCALE:¼"• 1'-0". STUDS SET IN DRILLED HOLE.S WITH MASTIC. CEMENT FACE OF BRICV. WALL BAY · .. -,- ,t r,. -_..:: ~ ,·,,,:ti 'S , I, '<'?<( " -1 .,,. . ,_- ·_. c..~r; ·-' • C: ::(} • ;--i:--- -L .,.,. ♦-'5-: .t ' '1-. ~: • • • • GF\/\8 BAR SEE DETAIL 5HT. '2:3 = /t) I o.? / ·-- _ _L_ 2 (7 - . ' . . . . .... / . I -' ' - I I ' 't1 ' ! I 'I I I . . ' I ' -· - I I , GRATING ._ I , ~ '" ""'1r Cjt,~_;jj' Wt1.ttATt!.E.ttt:.R-=f-l..:t'~"-~ l"' .. "'AJjB=OVE : 'i LAY ON FLOOR ACROSS -I DOOR oPe:1 NING I I I/ . .. I J / I I ......... - •••.• , I I '• ,-,::._;_ri~_••,·•(;i•·_. • 0 ,.. L---WATE.R. CLOSET [.. . L---~" VENT 'TO ROOF ~1-------------------. I I II I I I 11111 " i.J I J GRATING .. '111 I I, 111111111 ! I 11 1 , 1 I 11111 • • 11111 ! II I 111 l....9" ~ .. OUC'T I ~ I I c- WE.T WE.LL AIR INTAKE. _ V' W/GRATING. FOR OE'TAILS v SE.E SHT. NO. 22 DEPRESS \Iii' PIPE ,.-- BELOW SILL f..C.ROS~S ~ -I DOOR OPENING I l l I ' I ME.TER BO )I. c--/ 0: w I-w ::E IX w ... 4: ~ 0 I- ♦ .L I L ,L I ,· '-1:::1-I r LL I I' ' .L I "3 "HOSE. 1/4 ·.,CV VALVE IH•f-H:><J ' . I :l'•<o" ___J I l'YP, •• I , ... ! ++++++++++++t <t, FU'TURE MOTOR -----+ , I 8" OPENING FOR '-FU'TU RE W/ 1/4" W.. COVER SET FLUSH W/FLOOR.T'<P. I Ht+tttttttttt:: I tttt-ttttttr1 ' 4. FUTURE. . 0 ,... I I I L_.... / ,. ' ,, t " j 4-0 "4 -0 ACCESSJ \.,_ HATCH, 'T'<P. FOR DETAILS SEE. SHT. 2 L I-)- I ;rtttt1 ' ttth- 1 )--5 1-~tl:f _ ->---'-m-m,-n- 1 -------~_MOTOR _ -~'-- 1 ~-I : -~ -L ~.L L L. ! I I= l I : I ! I I " lf++-H-t+ Iii 't '4'-o"x 4'-o" ACCESS OPENING \,,, W/GRATING, 'TYP. FOR DETAILS , SEE SHEET NO. il ~ MOTOR --::, CONTROL L-...- CENTER I tL I I l I L I ;>-I ;I ., ,L I d ~ I I c;ANDLE. TYP. 7 I I GRATING -+---+.,+I -- 1 -'15 H.P. t'\ ~~ MOTOR I I, L ------7 -'-+ _; -I----_ _,__ ~ 1' i H•-I I I. 11 I • ' ! . I II II • ' H B ·G I T'(P. 111 I II' 1 / 25 H.P. MOTOR Ti, , >1 • -+----'-Hi+---+' -t '\ ill 111 .-~ -\.._+_,)-+---- ~! ' L----,Jjjjjjj.l 11111\1_ _I 0 ,.. ' ' I J_ I I ' ~I-J ' I fj ! ., tJ I ~~ "i I I el i.,...20""2s"DUCT II £'~;:/:;tlJ:=tT-,-_- 7 7,.,~_s ""_s" o_u_cT_s ~-_ 7 :M ! ~~ -- - - - -_:_ -I I -1 ' I DUCT TYPE 1 ~ _J EXHAUST FAN 1 ,: PEDESTAL ·r-~--1 I. LIFT · ('. ------------h·~ ,, r---1 I I I I I I I I I I I I I I I I I I I I -N- 17 2'-6"" s'-o" 1,--,,..,rROOf SCUTTLE ; [..~ F.i1 -~12">< 15" DUCT 8"x 10" f3 1-t",i--• i,_ _____________ J..'.:======:::::'...LI ---8-. r, I •' 1--~I-. ·' ' ·~ . ~ ... RAILING, SE.E. -, sin. No. / OOWN REGIS'TER -~,--,ii'--•_ ,,c ..___--...s--TELEMETERING CAB I I •L ': 1L 1- 1 ., I~ "1jl --...s-FLOW INDICATOR -TOTALIZER ___s-L Tc; . PANEL I 11 '----_L_-'--'--__L___L_.i._.,__ ________ j ~L •··· ' r r: • (:1 I-~:;.... ·:1-1 6'-3''x'31-0 11 11,0'-4" .,,.......-L,:L .__.. CONCRETE. LANDING 'i-.... 17 / ,. -L-------------1 '. MOTOR ROOM FLOOR PLAN SCALE.:}~' = I' -o" L- -/ 3\ \!§) 17 - • PUMP ROOM a WET WELL FLOOR PLANS SCALE.: 3/a' = I' -o" ,· LENGTH OF 4'2." V.C.P. 8 >\, S. INCLUDED IN l'H\S UNl'T. SEE. SHE.El' FOR COl'ITINUATION. COUNTY SANITATION DIS'TRICTS OF ORANGE COUNTY DISTRICT NO. 5 BAY BRIDGE PUMPING STATION MECHANICAL FLOOR PLANS DRAWING NUMBER DES>GNED o.c.s. Simpson & StePlingson DRAWN \-1.R.C. 5 -12 CONSUL TING CIVIL ENGINEERS TRACED H-R-C-3345 NEWPORT BOULEVARD SHEET NUMBER CHECKED W.F, 5. NEWPORT BEACH. CALIFORNIA 9161>0 16 27 DATE 7-'2'3--G::»S OR 5-1431 OF L _____________________________________________________________ ;...__~::;.....:;;.~;;..i._----....i.;..;;;;.....-:---_.---1 -~· • • , • IO"x ID" SE.WAGE. PUMP. l'Z"x 12" SEWAGE. PUMP. 25 ft.P. WOUND ROTOR MOl'OR. 75 H,P. WOUND ROTOR MOTOR. 10 " L.R. ELBOW, C.I., MORTAR LINED, 1'25 LB. FLANGES. 14" L,R. ELBOW, C-1,1 MORl'AR LINE.D, 1'25 LB-FLANGES. 10" CHE.CK VALVE., SPRING LOADED, 1'25 LB. FLANGES, 14 " CHECK VALVE., SPRING LOADED, 1'2.5 LB. FLANGES. 10" PLUG VALVE., 1'25 LB. FLANGES, w/LEYER OPERATOR. ' •:,::,,,..:. t~ I l t\'._-:\./ .... i/.:.··:·~.::_:: I :: ~- ~-, ~ '~~-' • • <'i ' .. ·.<-:A:·,:·.-:::-:"·-4' ·.··.,;-:-,·A :·:;:.·::·.;A·."- f fJ.._ ·o ~t-= 1'2." x 15" DUCT 3"VENT TO ROOF t ____20" SUCTION,S E.LE.V.-6, 77 ~ ~ " " t:: ~ " C' ~ -- ~ -· ~ ~ ~· ~ f-- C' ~ ~ f-- f--. r <.) ::, 0 - ' "' >( ' "' :? ..: <.) 0 co er, \ I? \ \) /'-S"-ti IT ARY SC REEN 5 ' 0 ,. MOTOR CONTROL C.ENTE.R 14" PLUG VALVE., 1'2S \..B. FLANGE.S 1 W/GEAR OPERATOR. STYLE. 38 DRESSER COUPLING, 5" MIDDLE. RING FOR 10" \.D. MORTAR LINED STE.EL PIPE. STYLE. 36 DRESSER COUPLING 7 5" MIDDLE. RING FOR 14" 1.D. MORTAR LINED STE.E.L PIPE. 27" x. IB" ECCENTRIC RE.0UCE.R 1 STEEL, MORTAR LINED, ISO LB. FLA NG E.S, 18" MAGNE.ilC FLOW METER, 150 LB. FLANGES. MAGNETIC CLUTCH 16" PLUG VALVE., 125 LB. FLANGE.S 1 INSTALL IN RE.VERSE FLOW POSITION; W/Gf.P.R OPERAT.OR. STYLE 3B DRESSER COUPLING 1 S"MIDDLE. RING FOR \6" 1-D- MORiAR LINE.O STE.EL PIPE., IG"x 12" AND 16"x 10" E.CCE.NTRIC RE.DUCE.RS, C.1.1 MORTAR LINED, 1'25 LB. FLANGES. 10" AND 14" SPOOLS,STEE.L, MORTAR LINED, l?.5 LB. FLANGES, CUT TO FIT. l'2."x 14" CONCENTRIC REDUCER, C.1., MORTAR LINED, l'2.S LB-FLANGES, PUMP NO. '2. ONLY. ,,, '" 2-6x8·0 ROOF SCUTTLE FIN. F'LOOR ELEV. 12.so· \ \ I FIN. CE.ILING E.LE\/. '21-80' PEDE.STAL LIFT '20''-. '2.S" DUCT PLASTIC DOME. SKYLIGHTS ~-i"ilt •4,_:::: .. \-.:4,// /\; ~ FOR DE.iAILS SE.E. SHT.~ :o- )",': \ \: .. "..::__:_ \:f ~:~.\-~·-:~\: ::-~=/_·;I:'.) / :-~=:,;-~~:-_\:~:-;:~\i:i-'-_4 "' 3 ~ , ~~ "II I Ir 11 ' ' ' -I - 3":!: DRY PACK t LEVELING NUTS ON ANCHOR BOLTS TY Pl CI\L "' ::?: LI- Ll l6" SUCTIONS E.LEV.-6.94' ·''1-------l 1/,~ LOW PRESSURE LINE TO PACKING GLAND DETAIL GREASE NO SCALE. r--u ::, 0 ------ 3" LIFTING EYES ON MOTOR <t's. T'I' P. HAND RI\ILING .£: E==i==~:::_='~S;;;E;;;E.=S;;;H~T~. ~2.~~~====f-1=1,H-1=1"'- J" LIFTING E'IES 2° ABOVE. FLOOR N MOTOR l's l'Y PICJ\L GREASE SE.AL UNIT SEAL 3/1~ HIGH PRESSURE LINE TO PUMP C/\SING. SHUT-OFF COCK Y4" I.P. S. TO ~-TUBING , .. UNIT 3"LIFTING EYES '3' ABOVE FLOOR ON PUMP ,t's. TYPICl>.L COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 BAY BRIDGE PUMPING MECHANICAL SECTIONS STATION DRAWING NUMBER o.c.s. DESIGNED Simpson G Steo/ingson DRAWN H·R C. 5-12 H-R·C. CONSUL TING CIVIL ENGINEERS TRACED 3J45 NEWPORT BOULEVARD SHEET NUMBER CHECKED W.F.S. NEW?ORT BEACH, CALIFORNIA 921,60 I 7 DATE_( -'2.'J.-C.,~ OR !i-1431 OF 27 • • . . ' (D I ,, iY2 C.P. l I I I I '2" GALVAl'I IZEO OVER FLOW LINE @ FLOOR LEVEL --------------· 5 H.P. PUMP ACCE.SS OPE.HING WITH GRATING 3/~ GALV ===--=--- , / 11 II ,-- - - ----,' II 11 I 1 [I 11 I I II I I 11 II 11 I I ii 11 II J------1.. / '11 -------------- PLAN OF WATER SYSTEM :>:::~: ;_://:; ~/ PE.DE.STAL LIFT ,,--<..: '20"x '25" DUCT JUNCTION BOX .,, rx • '2000 STEM GUIDE-~ :.\.i·::_ ~ l~{GA\Y.SUMP PUMP(~ DISCHARGE_,.., 42" V.C. P. ELEV. I.BS' ·-.:;:: :· ~ -J. \I L -' ' - 0 0 0 J-u ::, 0 ·o, i"GAL\/.MR"- RELEASE'~ LINE.. TYP. .jl" HOSE YALYE _ ~ 1-c-MANUAL Dl'IMPER a, THIS OUCT ONLY er M ?," GAL\/. W/\STE. ; LINE. , SLIDE. GI\TE. $ FRAME.. SE.E DE.TAIL ~ 0 r-- <D J-u ::, 0 a, , a, s". 1s" OUCT-1340 C.FM t" LINE. CA.PPEO,fOR(§ ~ FUTURE. AlR RELEASE) u LINE. TYPICAL t"s.s.ME.SH OVER ,.-ALL DUCT OPENINGS 0 to >-u ::, 0 -(1) CT> - I < SLIDE. GATE. V FRl>.ME.S ONL'( 3 ., ;/4 GALV. TO WASH BASIi-i ---➔ ~ WATER CLOSET 1/ " 12 Q_ ... . . . '.A ....•.•.• ,:,,_' • . • • • : 9". 9" DUCT -670 c.r M J" GAL'/. /'l WATER T~P. • I" HOSE VALVE c_j . ,_ (§ ~ ... u 0 r- <D f- <J ::, 0 Ol "- (1) ~ · .. •· .-... '',):{ ::~·-::·,::: ·-·· , .. · ·: ::: ·: . =:-~(.'.' . .-. •,:, '. . . . >::::::; ::,/ ~; .,• ···--·,-' . :-.', ,: : • > {//If/II '/Ill/ ',J>J• ~ :4::::-,: , .. : .'-'.-: . ' . . . ,\/ 'LEV.-5.~0 . ~o t\).·~ --~ .. 4 ... :_:,....: .~\~'.'.~: ~'"' --~:-.: /: ·;·-\.\ ~-~--: ··/,:":,-· .-.--.~ ·-:···.·.:_.:~ .:: ·.:_::_ .. -.-: :-)_\:.::\-~-~--~ -~-\\' ;:~4·/_:._:/._\\ :·_:-\·;;: /.:· ~ ·-} /--~·.\:/:_. >.\ ;: ~-~-,:·..-.-/_~~ :~ -:-: :<--:~•: .-:~ :: ·::·_.);.//-.·\ .. -.. /: :·_ :~·:·/. :: :·:_:_ :_ / ;. :_:~~: ·._ :, --~-::•:/: :-~~-.:._:_ ·-.:.-:: <·-./:::-~-;_ ~-/.: \"·:\~. • .. ·.:-. -. -. -_ ·: :_ :_~·: 7." PIPE. TD WET WELL LE.VE.L PRESS SWITCH SECTION 3 .. • ,. SCALE.: :Y8 • I -0 -. • ! "'I ,--------, L ________ .J SPLASH RIM G" DIA. COPPER FLOAT <t_ Of' OVER FLOW 6" BELOW TOP OFTAtlK 1'20 GAL. RECEIVER TANK. 24'' DIA. CAST IRON BASE 1,, ,, 1,2 ~ESS RE.LIEF VALVE I" l'IIR INLET W/ PLUG \JALVE METER~ METER CPLG. TO BE ll'ISTALLE.D BY CITY AfTER METER BO~ 15 IN PLACE r I'-G ,, CONC. METER BO:<- BROOKS"" 37 -S OR FRASER'°"S ' 120 G"'L PNE.UMATIC T/1.NK. G/>.LV. I , I s;:::=====1+~,~~--~':l'f;-tt-1+--'- PRESS G/\UGE 0-100 p.s.1. STE.EL FRAME MADE FROM 3" U , 4.1 . MITER, WELD $ GRIND CORNE.RS. GA LV. A FTE.R FABRICATION. FEMALE COUPLING WITH I.P. THREAD TYPE. K COPPER TUBING ANGLE METER STOP JAME.S JONES J-1524 MUELLER H-14'1.50 OR PUBCO C-'2236 I\: BORE. lJtiOER HWY. CORPORATION STOP .JAMES JONES J-1500 MUE.LLER H-15000 OR PUBCO C-1.700 8" A-C. W/1.TER MAIN DOUBLE BRONZE SERVICE. CLAMP WITH C.S, T~READ JAMES JONES J-959 MUELLER H -1600 . :·~---· :: . :~ : ...• : :o,·. :-.. SMITH-BLAIR 323 DAN-DE 102-0 . -. -·.·-_.f"-. : •. ·.·: .c.:. ~ .. : :~>:. • ELEVATION OF WATER SYSTEM SCALE: I"• 1'-0" . . -·a.· •. · .• _ :-· •s B"'RS #5 BARS .... ·.· .. •. ~ COLLAR WELDED TO PIPE. SEE. MECH. ORWGS.FOR 517.E TYPICAL REINFORCING AROUND PIPES IN WALLS 6' - I " 16" t 1.0" J.O. STE.EL PIPE.. Y4" It. COAT ENTIRE. SECTION WITH '25 MIL.THICKNESS OF COAL TAR EPO)('<. ' FIN. FLOOR OF WET WELL "' PU MP SUCTION DETAIL SCALE: t"' • 1' -o" ,, BAKE.R SE.RIES 1B3-0 ,•-o" .I TYPICAi1 #5 BARS AS SHOWN, EACH FACE OF WALL BEND "\/E.R.1'. WALL STEEL BOTH FACE.S THUS COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 BAY BRIDGE PUMPING STATION MECHANICAL SECTIONS a DETAILS 0-e.. s. DRAWING NUMBER DE.SIGNED Simpson G Steulingson H,R.c. 5-12 OF.AWN CONSUL TING CIVIL EN01NEERS TRACED H-R c.. 3345 NEWPORT BOULEVARD SHEET NVMSER CHECK~O W.FS. NEWPORT BEACH. CALIFORNIA 92660 18 OF 27 DATE I -'29-b5 OR 5-1431 .• t_,.,: .:l < ,'' ": ,.. ~--,';, ,, < , . , IS -G' . . .. ' ,. ✓ ~ct:. --• -' .. • g" '3., 6 •. 13'-6" --. j ;,-·. .. " ' -- • I ' ,:_-....: -. . ' 1· I ' " ,. ' ' ·'.:. ' ,' .. ! _·, ., ... ' . -... ·• -. -._.--.... -:/'-:; ;/' ' .. " . ,,.,,.•., . . . -✓. . ✓ f " ' ·' • ' ' N i " .. -- 9 ' I'. 9. I l I 9 8 I ' 9 ,. 0 I -0 fl') ' ' \ . •' 2 19 :6r_·_·. ' ' \, ' . . . '. ~ . 1,,_!_,j -\.'",, • ' . •.', ,. - j . ' .• .... ~ , I "O'I ~ ' . -0) I • -'¢ ' : , .. ,0 ' I -r--- ... ,. ; 0 ' I -r--' . - ' , : • 0 0 I I -. r-- Ln '· -~ .. ' . ' : 0 I . r- -- . ' j - . . -/1) I . 0 - , -'a,. i -. -' -~··· •. . ! . . 4@ 16''.TQP BOTH DIRECTIONS . I -, I. / ,, .. #4 ... 1, BOT. 711 i I 1 1 1 ,iat 4 @~1'2 BOT . / _'\ \ V . -s ""'2'6'" TOP Br. BOT l~/t 1, cojun: ~ ,., RTYP, -I #6 BOT./· /+-~ * 4 BOT- ' # 5 BOT • I/ / r 1, I/ " / ' / " " I\:' / ~ .. • "" -!-'-/. ' / " ·~ ~ - ,I . ,, • v --,.2-.. 5 TOP t BOT. l/3' I' A - ;51-r 16" OPENIH~ 1,19, '/ ~ #5 COR. SAR t/~ X 2'•6" TOP $BOTT~O¾· SEE DETAIL ,. o• -2-.. s· OP ~pa~ ~ -~ -. . " -- I~/ ' I/+-~ / cc .,, -• -JV ~ V \: / '- o1t-4 TOP . ,,. • t BOT• f's /~ o1t 4 K 'Z '-6 u CV-OR),/ TOP ( BOT. - i ~ . .N -~ " ' I+-111 7 <t # I I I I I ,;:i r;._. ~' ·-~. _;:{ .. '),. ' -i -\ • s ... l .@J ~ : 0 . r ' • -:~ \ ,< ----,' '. • ' <~-c0- • /l<=,-. • ROOF PLAN ,ii:4<§116"TOP BOTHWAYS ... ' .. - . . :· ,.; ·,. #'4@ Ii" BOTTOM BOTHWAYS • : I ··-"·' . , 9· - ~-.. ~ - I -/7 ~ 1 '-6'' BEND J I" CLEAR \ . #4@16' 'BOT NG FOR ENT t--OPEHI 3" 4> V SECTION ~ SCALE.: I"= l'-0~ i'> f-- b: f::;:' '-' [::; t::-- I- ~ I::: , ~ f-- _,,, / ,-# 8 ..... 6 .... 8 1--#4@ I 6°B0T >-# 8 •6 ~s ~#4@1 ,_#e '#6 #8 LOUVRES SEE DETAIL BE.LOW ,_~4@1 ' ,#8 ~-6 ...-#8_ ,..# 4@ I OPENING FOR 16°D PIPE • SEE OE.TAIL C .. 6 BOT, . I#-8 i,,,-#6 p ' 0 ., BENO TOP BARS TIIUS #4 BAR" o'. G" WELD ED e l'·O" C/c /I CHANNEL ~or LOUVRE DE.T.AILS FRAMING #8 '. "' SECTION ~ SCALE: I", ,~o" ~ j ' - FASTEK LOUVRE FRAME TO C.HANNEL WITH CLIPS OR OTHER • REMOVABLE OE'IICE ~/4 -T 16" GAL'\/. ,v--.. STEEL Cl>.ULl',.lt\G COMPOUND ALL AROUND --·--.., , • I n CHANNEL fRAMEYg"' LO VRE BEN0*4 TOP BARS THUS I , ,,, u iJ • 00 :5 ~ 1111 <t ALUM. INSECT 1-rscREEN I INSIDE ,.,lo 11.d: >IZ ::.I ..i 0 Cl. ,j 0 16~ GA. STEEL FRAME ANCHOR TABS ;,_.;.'· • SEE DETAIL 'A' . OR INSTALLATION ., \ F SKYLIGHT. .--::....--'---mm /· ·,,. ·. i,'J. .. _ . ..,. ..• .. • N RIVETS 2.·,. '2." FIBE.-;:R~::l=~J ....... ". CANT STRIP ;\ ::·:':::;_:-"'·: SECTION.~ SCALE: l"•l'-o"~ 3-5;~ q, x 5" LONG BOLTS El>.CH SILL ... SECTION LD SCALE: I"= l'-0"~ 26 GALV. MTL. FLASH '2"x '2" FIBER CANT STRIP ROOFING ,:-:: :,;_ : :••' ! • • • ••• ••• ••• •• •••• • • ,• • ••O'." / EACH FACE ' .. #4@ 16" HOR . ......::W.-11~ - ': :-:: ••.. · DETAIL ,S,T. 4 WF. ts.SJ EJALV. El\vf!."111 o·-e" apri-i...., SIDES OF OPENING '2.\1,i' CLEAR . •... SEE. SHT. 'l.'2 n TYP. ALL WALL -, : '!'.: FOR PLAN OF_,,,.., " STEtL . ::: ·F • PLA'TFORM 11-.._---------+: ::.: HE:~D,JA.1'-19, SI wL : <j I . , , ~ I I '-!!,, 'N -" 0, SECTION $CALE: I'"• 1'·0" SE.E D'E. TAIL ,THIS : :: '":>HE.ET ME.T~L DOOR 'Z.'·O" X Co' -B" I • t r: • <I) CONCRE'TE LINTEL . . . . . . . . . '#4 BARS •GJ-O" SECTION SCALE.: I"• l'-o" 16 GA. S1E.EL FRAME. I BRICK WIDTH OPENING 5 '-8" -: SEND 9" #5 \ ' . ' ', #6 @ 10" FULL LENGTH BETWEEN 10' LONG BARS .. .5@ f," ,, LOI-IGIT. TYP. TOP" BOT. SECTION SCALE:¼",' 1'-0" ~ 5 CORNER BAR , 'LAP H0RIZ. STEEL 9" TYP. HORIZ. 0WALL STEEL *3@9" TYP. 'IERT, WALL STEE.L °"' '5@ IS" • TYPICAL : ·. •' ,• ,• ·:· .. -... -::. :.o,·.·-·::_;_: ----- --: 6. ll"---=.,.,---=-c:.--rti •• '+-'"'-~ 16 Y-z." a _,·.·=,-. ~--,•, .. .. =·'.:= :·.-. ----·.::.__ _ _._._ f~i =?= ... =;}= =~::•.= L-------· DETAIL 'c'. ----.SCALE! l":-1'-0•~ ' ' ... HORl'Z. . VERT VERT. : p;: ' ' FOi: SUMP P11' FOUNDA1'10N SEE DETAIi. SI-IT. 'l 2 . : ./~ ,7'0,.; _; /-~ .. :. i ~..,. ~ ... ' ·,~· ,,'&!,.\,.' ,:.-._, -:-,,,:, -. -~ . --. ' ·/ ,. .. .. ~ --.""" • j ' ! , .. 0 <t 0 r- 0 l t ~ \!91 I SIMILAr--@,I 20 ' " 18 -6 I,,' WIDE SLOT -z._. 6" SL/\B ~~.+-1--1'µ~ BEND STEE"L 4' -a" ..... 0 C£l ,2..S I I Iii>. 12" lOP ~ BOT -41-41HI--- ---11-#--11 --- I AROUND 0PEN/NC,5 THUS --= ~-"' # ';' I I __, ~ I ----I ' ' ' --,-- ---'--' . B" 4' OPENINGS ~evrz_.,.-FOR SHAFT.TYP. I =lu I ~ 5 ..._-'>t~4<:ill'i TOP I BOT I-co I '£:' '..o @J @) I ..i sr "' 11 1-=½a=H"=='==-~~~e=-df=dl I 7 I +--r_-::._-::._-::._-::._-::._-::._-::._-::::_,,=._-::._-::._-::._-::._-::._-::._-::._-=--·-'-----f-' I f-~ • i----I I I SIMILAR' l"iG'-w SIMILl!.R a, ,:p 0, - - - '"'4 CONl\N. BENO TOP STE.EL 9" ...... -. . . . . - SEE. OE.TA SHEE.1 'Z.2. FOR GRATING SUPPORT :o:.::-.-.• : : ... ·:6:· .. : -·-:-:'.·.~-~--~·->·_-· . .-:- 9" BENDS '"'4@I6"HORIZ. 3 '-o" LONG OOWE.LS FOR 'IE.RT. WALL STE.EL, PROJE.CT l'-6" (_ ?.~-i_' CLE /IR ON OUTSIDE. FACE -~;ACL~~?=~'.o"@ SEE DETAIL SMT. 2.2 FOR FRAME!,~ COVE.R 3'-3" I . I•. #4@1'2" TOP 1' BOT .,,-.,,_-,cl> 4 CONTINUOUS . -. . . . . . . . -. ·:. • .•. -.:::,_: : . •. •. •. ·.~: _-:·.-.·.·. ·.: .:.: .... -.. . . . . -... --... - I '. . . . . ' . ··-:-~--:-: : .. -: . ' . .. , . •, . ::':-·:: ::~. <:::.,~ ::: -0.·. '' Q '' ... - .. • .• ~:A..-.-: .. --.. ---.. {:; :-.:-:\-~(~( E.t>.C H FACE #6@ SYz" '2. Yi' CLE.AR ---I,-_-3-:,,---->if-B01 H FAC E.S c; HAND RAIL - I ""4@ 16, TOP I; BOT ------- FOR HAND RAIL DE.TAILS SEE. SHE.ET NO. 13 rHAND RAIL . .(( lt---+--+--+--+----,f-+----0 ~ L 1i-------s'-·--_1-'o'--Y2=-"----~~• .. -: '· : .• :.o: .. ·:.a· . . . .. ••'.I • • • ... ' ' : :-: : ''. ' . , ·A . #4@\6"TOP'>BOT ·••••• I f--o1---'--'=C..:..::--'--=--"--=-'-'--+---+II · ... •. · · : ,--,-----,--,-'--+---f--+---H .I ::i: 0 I- I- D. 0 0 C£l t--' : ~~ ..0 st @) (lJ I.Cl '° # 1t . ' ..... . ...... • ' I • • • • • • ... ' ' ' Ci. .• : • ii·. :,,; ..... ' . : . :··:-~<·>· ... ·:-·)~---_<:>_.:: _6-·.-·.· ·_:: ·:·-~·.:· ~-.... --_ .. ·_:·4_.._:-.:<:~-·:~: _ .. :_: ~ ... _:·_'°::_:_. _ ·: :_: -:°:·.:· : : : : Cl •.• : : ·<<.·~-- ·_::.Cl._;·~-\--:·-: .•.• -: : ... -.... •.•. ~ .. PLAN OF STAIR LANDINGS SC A LE. : Yz .. = I' -O" ,,--, -----#4 CONTINUOUS ~ # 4@ 12" / ,__.- 2.Yi'CLEAR ") BOTH FACE.S.;t---- 9" HOOK T',' P. :~:: •• : •·. :,;\. . . . . ' :: : •6 ... ·:· ...... :~'.::.·:;\ :of>: ·" : •o:--::. :: : •.••·· '' > i ~; /~'. t· -·- . . • . . . . ; :i.: ' : : ... 8R\SE.RS@8"= s· -4" SECTION @3 .. , . 20 SCALE.: 1/z = 1-0 # 5@ 6" BE.ND TOP __ _ STE.EL THUS ,. I--1-----+-~ .. 3'-0" 9 TREADS@ 91'2" = ·7·•~ f¥2" 10 RISERS@ 8"' 6' -8" #4@ 16" TOP$ BOT T'IP. IN LANDINGS #4@ 16" ":'/}\/:'/'.:);}:•·/:. ~> :~ • : :A'..·.-:-·.·::·-.~:-::::.::~; '.1.:. ·_:::: :f:: ~-::_:. ;:::·::: .. ""4TOI' _ .. 5 BOT OUTSIDE FACE. 9" -I') • ·.:: :er,· .. ·.•.-.·.:;:~ ........... :, '/>::•:-:-: A t' I @ FOR CLARITY I" COVER TYP. ' ' SlA/1:!WE.LL 2,°"4 TOP I ___ J MOTOR ROOM #3 STIRRUPS FLOOR PLAN SCALE.: 1/4'', I' -0" TYPICAL FLOOR BEAM ~c~~\!~~-o .. (l~ .. ' / I " I I 11 9 TREADS@ 91/,z_ ; 7 -l,'z LAP TOP STEEL ?.4" 10 RISE.RS@ 8" = 7' -8" .1 SECTION Lill SCALE.: 1", 1'-0'~ I-IOR\7-. '/'/ALL STEE.L :::-...... ~· :6.:::: :::·_. ·.·.•o.· .. ·.•.· .. .0.. • •• 4-#8 BARS :::;},(:~):!\!-::\>:·::t FORMING A :-: • ; , . _-.. : : . ·,;, ; , ; ; : . : . , . ;, . -:. COLUMN IN.WALLS ••.•. • .. -... •,1• fi"BEN·.' WHERE. I I~ x IS" BEAMS ARE CARRIED . . . . . . . . . . . . . . . . .. :::·_G'~BE.ND-:·.··,A_-.•:.,',,'•.,Q''···· :?:?:·-:::~::~:_:_·:. ; {(\--~~~_.\_--~-~ .":;;\ ?:\; i /: i ~ :!:~ .. • .. -_.:.:: :·: ~ :~~:··;:.·.-:-: >\:~. ·:_: :-:-.: :~ I Q U I - SECTION ~ SCALE.: I"= 1'-0'~ _j .•!to. SECTION -~-.. SCALE.: 1", 1'-0"~ ·. , r ____ s_' _-_1_o_l'-_2_" _____ ---+-1:> ~)\: '--~ ... •4•.•. ~~-5-~:~-:· .. _._ ... -~·--.·,-/({;(! . . . .. (.:_.TREADS@ 9 l<z:'' I'-7" :~-: : : '. : : t:. ---___:3::...'_-_.::0::..." ___ .,._~,:_-+1 '2 RISE.RS@ 8"= 1 '-4" COUNTY BAY BRIDGE PUMPING ' STRUCTURAL SECT IONS a DE·TAILS b';~IGNEO T. c:-. Y. 'oRAWN H-B-C • ,TRACEO-H-R. C CHECKED D, C-. S,, Simpson t Stt?ulingson CONSUL TINS CIVIL ENGINEERS 3~45 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 ! _·:11 l j . t I i j ... 7 5'-9'' 2·-0·1 I I *4@ 16" EACH FACE <t.OPENING FOR GR/.\TTING SUPPORT DETAIL SEE 51-L 17. 4'c4@ 1'2''TOP ~ BOT. . c;-'"°4@1'2'' TOP r--;;;b-: '"':"':· .-· -~.-:.----. ':-. _,..,_ ·.:. ... .:i,_" r:_ 7"1T ,,7,,-y "tt ..71t, •:C "Ii:•• ="L"□~· ,r.;;,::::3p::::::;:::::::;:::g:z;i~ ,.,,_._"-"-"-"-'4-''---''-"-"-"-",>!:: :'r:°:-.,-: :_::_:.:,A:•.:'!":::-:·.": ; : : ,: :.-.·. \ ·.~. ·-: :1: : : · ~· ·.::::; :: · ~: f:-: ~~-.. : ~-r-: _.:·/~:_·:·-·/t ... ,,:}/:<:: :~ ~ ,; /) :/::_:,::-i -z'-o" ". ; : : ; : ._·::: ·: .', .:;--~ --------~-"------+4 ' . . ' . • . ' . . .::.<:::\::._: ::: • • ... " • • .. • '·. t,.# 5 @ 4" <t !., @ 5'''.l.---"t.-1 :'::~:·•'.::.: :~':ii~D tI\ i4: / .. s1• ·~u.; ---------------------------~~ ""4 Co! 5" ON <E 9" BEND EACH END L_7 I ---------7 L-7 I 6" WALL 0 z ILi L-7 I L_, I L_7 "5'-o'· I #4~ k ~ : \0 ' -('J ' (_?.'12" COVER MiN I L_, I L_7 I L-7 I :r: u < ILi 0 % w D'.l t'-6" BENDS # 5 ON <t_ Of WALL ... jol :'.: : : : :-.~ ... :··, ·.o: : '.:: : #6 ON <&.OF WALL 9'' BEND 6" SECTION SCALE, }'2', l'-o" SECTION •. SC: A LE: 'f,.." = l'-o" 15 TREADS@. 9'12", 16 RISE.RS@ 8°' • BAR VERT. WALL STEEL 9" BRICK WALL 9'-.3" 3'-0• LONG DOWEL FOR "5atJl;l-s==r---------'-----------1 BRICK WALL,PROJ. l'-6" ctlc 4@ 16" HORIZ- I. 10'-8'' l'-6" BEN SECTION SCALE.: Jf: l'-0" .j 1'-0" • -'·A :: ... DOOR OPE.NIN ... , . '· . . . •• A •, ·- ,• ,• :· .· ... · ,, '· ' . .. ·. ,, :, ... •' •, .. I • ('.. : -. -. .: -- #4@ 5"HOR. 9" BEND EACH END 9" BEND II:'· ,:-:-:--,...,...,,......~:-.,.,~.~. T• T,T,~.""'.""'..;.""'•""'• •'"':'°':"":""•"":"'C: -C!'.,-,,_,-_ ."'"• ..,_....,_.-_.,.., "'": "":,.""'•-,:~~ -• _.,.. __ .,.._ •"'.,,-• _.,.. "'": :'. :-~ •• -•• -.. -.-,,_. ··-· .. ·-· ................... -···. -·-· •.•········ .............................. _. ___ ········ . . . . . ..... (\ .... . '. . ''' ..... . . ....... , • . . . . ' . .(\· : : : : ' : ' • : ' > (l ' I ' '• : .. ':. ,, .... ' ... ~ .• ' ' 4, ':. ,·'' ••• I' •' • t ,. : .. ' . ' . ' ' • :· t ••• ' , ' • I • t :~: ;~· ,, ., .• .. · ... .. . . . .. . ',, . • I ..J ..J <C 3: ' U) -ti' z 0 • N ------------------- SLOT i-.-G'' • BE.ND TOP-D STEEL THUS . . . -· . ::·.·.·.·.-.·::·.·.·.··.· .. =-:=, ::: = =·:··= =· = ,: ..... ,,0,. .••..•••..• : .·::: .•. • .•. -. : .-: : : ... : ._·. -~:.~~= .. -:.-\" ~::•:_··~4::••;•:_:·; -~~:l.~':.:-_·:_·.~·:_ I " 572 2'12' CLE.AR t. l'-6" BENDS LAP TOP STEEL '24" ;:.·~ '"° 6 ON CORNER x:.)OF 6" WALLS -~ ·,• ,, OF G" WALL • 15" I I WALL STE.EL ::,o:, I - G" . SECTION SCALE: 1" •_l'-o" --------------BILCO SCUTTLE '~L• 2'-G''x. 8 1-0" OR EQUAL- . . . . . . . -~ :_ :_ :_ -:_~_.-. ~-:,. : : : __ :: :: -~~-:· ~ ~-:· : ~ :· :· :-::~ -~ _:_ \· ... 9'-3" 3'-0" k-------------=-----------.... -----------,-----------~~-------+, SECTION SCALE: I"• l'-0" 1-- 15" ·I 1· 15 II WALL STEEL ::•·:::.,:;: ... .. . . . . .. . . . . . .. .. . . . ' ..... . DOWELS F"OR 'NALL,---+--t:f~.-:1'lt STE.E.LPROJ.40Dli\. :i ;::<!! ::· 6" P.\/.C. WATER- STO!'. CONTINUOUS . .. ' . ''.. .. ... , •'• . ' =.a.: : : : : : • •·. -::, ,. .. ,. " ' DETAIL@ , I 5" 6" P.v.c. WATE.R-STOP, CONT . SCALE.:¾": I' -O" . DE.TAIL(,~) \ SCALE, 3/4' C I' -0" a n COUNTY SANITATION DISTRICTS OF ORANG£fC'.(>f.lN",T't'1 DISTRICT NO. 5..._; , •• >i -· ,-· BAY BRIDGE PUMPING STRUCTURAL STATION~-./ SECTIONS a DETAILS!'../.•·{ . ' ,. ~ 1----------------,---------------'f'• "T. C. "(, H-R-C, H-R-C, 7-19-1,"' , 5-12 21 " 1 ,_ :lt , /• • 0 I • 0 a, ::::~: :~::: -::,:'~: <tor PUMPS ", SHAFTS ~ -,_3,;,. STUDS THn~•o~o •• •• •• ,; · •· · .,,. ·· ·· · · • ··· ·· ·· .C. ,,,,. Y KC-M. '--•O,· • • • • • • • • • • • • • .0. • · · ··A. BOTHE.NOS, SET IN CONC. :.·.:-:-: :·.·.-·.:_.·.:.: _:_-._--::.:.:_:.· •. ·._--:.::•. BE.&.M ON GAUGE. LINE ·:.·.:i,.::.·. ::,,;.·.·.·. ·.;,.·. •. •. •. ;,;. •. •. :. OF L'S· '_.: .•.•. •. •. •. ·.:: •••••••••• : : .-.• .-: : : •. ·.: ~£?..: =·-:-_6:-: =~ ...... . . . . . . ... • :' :' :~: :_:_.-~_::-~ ··:.·.·:.·.·:::~:· 04-• • • 6· • • •Q• ·.:::·.·.·.·.:_:;.: ~~-FOR FASTENING OF L's TO CONC. BEAM SEE. DETAIL 'B' B' -o•' <t. '27" I.D. DISCHARGE-, HEADE.R. 4 DETAIL 1B1 L 3"x. 3 '' x. o/a'' GA. O.S.L.= l 1/4" L 311x3 11x.o/s11 ~,tr--t---+; I I '' 1 ' -, 0 11-z.'' ri, I ,, 1 ,, I " rt:. 11/zxY4x 1·2 SHOP WELO+-tt-- SCALE'!"= 1'-0" ... ti.. : : • TOP OF; -7"-i=i='ii~ ~ E.L+4.25 ::. '. ::-'-.-."."'~---.--.-.-.-.-."":~c-:--:'· . .,.,·:-:· .~<--~""'""--·. ~-~-~:~~r•.~. -.~-. .,.., . .,...,,. ::·:~'.'_··:p.::-:::·:'¢i.·.·.·.:::· ::-::· .. :·_ ;.·. :6• ··•.·. GRAT INC. ·- ----+--:·~: ::* ~--) I :~: ... @' ' ( 3/4 G> M.B. GALV. SECTION (2\ SCALE: ;;-~'=t'-~ l " I " I I" L 2,z x 21/2 x 3/is X 0-Sk SHOP WELDED TO CJ @J -... 0 . I"- 0 ?< :: :·4: : : : :4: ,, .. :~;.;: _:'.~4 •. . : . ': :::-4 I I -I -- I I I t= . ~ .. I u ::E' ::, .J .. -- - ' 1 6 I ell z: :z i== -<t --... 0.. 17.•• ~ <fl 7 ,: "'·. r----c ' .• ,-------r ~ . . .,-----. -~:.' :r----L ·, • ~ "' .,,__ ·! 0 - ' :t' 0 Ill it 117·z" X y4'7/L-<r CONTINUOUS 3/,5° CONTINUOUS ~ / i,"' SEAL WELD 2 TYP :c::: ·s:-.': , •.• IYiiN, . _-:; .. ~: _: :/~~ SECT ION SCALE' 7'4" = t'-0 I " 1" L 2Y2 x \Y2 x 5/i&"', ALUM. o/8" M.B. x1·; STAINLESS STEEL MAX. DIST FROM CONC. ENOS 6", MAX. c/c 12" SECTION ~ -¾----·~: SCALE: I": l'-0'~ co .. ::::.;.: CATWALK a SUPPORT PLATFORM '.c,." t, 11 \/ II L h, x I ''l. l< ,4 '- ALUM.MITE.Rt WE.LO AT CORNE.RS. - -. -. . . . . . . . . . . DRIP GROOVE. ALUM. GRII.Tll'IG CONFORMING TO METAL GRATING INST. STANDARDS MARK PF-19-4 EtlD BAND MOTOR ROOM GRATING SUPPORT DETAIL Y-z. SCALE. ~<t_ 42" v.c.P. TYPICAL GRATING SUPPORT WET WELL WHE.RE SHOWN ON ME.CH. DRWGS. ¼°' S. STL. CSK., F.H. MI\Cl-1. SCRE.WS AT CORNERS OF PLATE.S t @ l'l" MAX. CTR S. 0~, ALL EDGES (),g I 3's" "5/4" ,, L. z.'~ '2 11x ~11 ALUM. . : : : • .•.• .-. • "(9;-a~~~--.-:,-- ) ~ -~ _: _:_ ~-:_~ -:-~:·_=· _:---_-: _-:~:.,..::.:·t-:::•:: it\··:):~:.:-:;--.:--/_: 3/ax 6" ROD ANCHORS@6" FROM EACH END t@ 18"' MAlllMUM CENTRES- ACCESS HATCH DETAIL FULL SCALE. ' " 8-0 2 1 -o" I" H.R.. FROM 1~4 4 • I STD. PIPE. I I VERTICALS@ 11' 3'-s" c/c II; I 11 ; : : t ~: . ;:::: ~~:·~-~ ' ' • . ' ' ' . ll li"xr;' x o'-11" AT ct. BE.ARING " 2 IJ ct. SHA FT I ~ 2 1' -o·· 3" 3" L PIPE SADDLE. TO BE COMPLETE.LY SHOP WELDED 8-¾" ,j, M.B. @ SECTION SCALE· J{-I' O "' 4 -- z -~ "" "' . ., ~~ ~ ,;,; --"' i l l L'I.~" 1Y." S "'/ ' t 2. JC.. '2 X "16 ALUMINUM 9 SECTION (9'\ SCALE= I", l'-o"® !:>/8" t ROUND Bi\R. E>E.t-lT A$ 51-lOWIJ ( C,/\.LVAt-.11 ZE.D) ~ .. ' . • . . ' : . . .c, ... • ... ·. . ~- .. : ... .. . ' L " . .. . .. . . ~ . .. .. ... ., .. ·"' ' .. ' .. LIFTING EYE DETAIL •• BOTTOM PLAN TOP PLAN '1.·· s • s·. o" ' .. i'·O" I ';!'· 1.,• 3-"t. BA12S SUMP PIT FOUNDATION DETAIL SECTION I 111 5.. ... 5" '1.-"8 "'M.B., EMBEDDED IN WALL TOP OF 8" LJ E. L E'I. + 4. '2 s_• "J-==:'.=•-"!:±1 =;:..!l::.i- L 3'~3-~o/e x o'-6" SHOP Wt:.LOED 10 END OF B'' l._.l SECTIONffi SC A LE: I", l'-0~ SECTION SCALE: t", \'-0" 4·9-a' ¢ M.B., 5" EMBEDDED IN Wl\ll ll a" x ¾'x I'-0 \.'.,_" SHOP WELDED TO END OF e's. CUT OUT 4" x 6: 2" FROM END TO PERMIT Pl.ACING OF NUTS. r-@ TOP 8" [ E.LE','. 4.'1.S' BRACKE.T TO BE. SHOP WE.LDE.D. DO l'I0T GALVAN17.E OR PA.INT •~~I.+ It 2"x 7.," X Q'-6" SHOP ·,ItLDED 10 ENOS OF PI PE. •.., i-¾' q, CINCH ANCHORS TO CONCRETE 3-~" M.B. 5" EMS"t:DDE.D Iii CONC. WALL '2, -o'' 9" ID _, . <O , ., TACK WELD i NUTS )4 S. STL. CSK.f.H-MACH .• TO l's FOR EACH SCREW AT CORNERS OF ii•, i'; 81-z" MAX.C/C.ALLEDC,ES ~ SECTION 6 SCALE: 3/4' 1'-0 2 I BEARING BRACKET DETAIL 1A1 SHOP WELO Ls·· x 3~2" x y..;- -r----7 I ~ ALUM I ~ -2-\ ~ M.B STAINLE.SS STL. 5" EMBEDDED IN WALL. SCALE.: t" = I'-O" " 5" 3 " o' .. IL •~>< -6 I I .I SHOP WE.LOED -~t+l1~\..,!1-"ii'-+__,,_TO ENOS OF 6"'1 GALVANI-Z.E:D ' 5" _.-4·_: _-. _.· .. ·. : : _. . . ·'.:1s..::>: ·:•/< @-i t'-o" 0 - 0 -- !CHECKER Ii 811.R '2~"x )14", BE.NT SHO LA p WELDED TO ODE.R ~ z~ " '-\ c\>M.S. 3/..;' BARS -- H-R· SHOP WELDED T 0 . LADDER ·. -, < ' < .. ' ' SECT ION di::) SC.&.Lf.:i": \'-0'~ ·.·-.-:_:\~~::·; :.--_;;~:·/:_-~.::{ 0 1\.-,z" . NOTES (I) UNLESS OTHERWISE SHOWN, ALL MEiAL MEt.lBE.RS 10 5e FA!:IRICATED FleOl,I SlEfL OF (jRADE: CALll=D f02 11'1 SPE.C-5. (2) ALL STE.EL MEMBERS TO BE. GALVAN 12ED UNLE.55 SPECIFICALL'( SHOWN OTHERWISE.. (3) ALL SHOP WE.LDING OF STRUCTURAL MEMBERS SHALL CONSIST OF ALL AROUND FILLET WELDS, FULLY SEALING THE. JOINT. WE.LOING SHALL BE. PE.RFORME.D PRIOR TO GALVI\Hl"Z.ING. (4) ALL STE.EL SURFACE.S IN CONTACT WITH ALUM. MUST SE. GALVANl"Z.E.O. (5) APPLY. HE.AV'< BITUMASTIC COATING TO ALL ALUMINUM IN CONTACT WITH CONCRETE., II fl • ·:._ .. _~._::.;·':,'/.-_·~-~-~<-~:: --~ :4: : : : ~: .. . .. ~: ... " ,,,. '. ·: =~, . SECTION @ SCALE0 I', 1'-0" ~ JUI-IE. 'C.C. COUNTY SANITATION DISTRICTS OF ORANGE .. :COUNT'I' DISTRICT NO. 5 BAY SRI.OGE PUMPING STATION . • STRUCTURAL PLATFORM a MISC. DETAILS . . cRA.wN 'H~R•C· TRACE□ H,Le. CHECKE□ i:>. C". ~. Simpson & Steulingson . CONSUL TING CIVIL ENGINEERS • JJ'4S NE:WPORT BOULl:VARD Nl=:WPORT 81=:ACH. CALIFORNIA 92M,O OR !S-1431 ''" DRAWING NLIMBE~ • •t;} 5 ~-.12:. :_· ;,)}' -'".i .,-. ._, ';.-. , .:., SHEET NUMBER •. .'',1. 22 -')':I_· .;;, OF ~J'(i · ,,. .•.• ;,~ .: -:~-']}- . ~-==::--:::-~~------:-----==----------------------==~=---=========;\ ' FLANGED CPLG. RUBBER GASKET OVER FIi.CE. OF BLIND FL/1.NGE. 3/1sx3"DIA.t W/ROUND SMOOTH BEVEL EDGES. o/4° MORTAR LINING J-4' It FIXED PLUG r _i---W/'IJ.' CONT!t-lUOUS FILLET WELD. 27" 1.0. x ¾; le. PUMP DISCHARGE. HE.ADER 1. FUTURE ~PUMP*5 INTERIOR FACE OF NORTH WALL C><J 2' -e" BREAKGRATING SUPPORT TO PROVIDE GAP FOR 5LIDE C,All':.. I t4-----,,Fc;:R,;A;-;M;:;;:-E---;4;-,.-_,,,;¾:-;".-----------J I I I '-- ll't--------:G;:-A:-:T;:;:E.:--:4:.,-_ ::-3.:-y4""------~ I') I Vs" ALUM\l\lUM ft ~ I I 7 I , 0 I ·' N I" I I I ' ' ' l'/1" 12 ' I :.'.. ' ' I DISCHARGE HEADER , I<') -(J) Lu r <( (!) SCALE: 1"-1'-0" ALUM BI\R WE.LO ED E.ACH SIDE. I ~2." I " '2 ~2 OPE. ING I ~ GATE. CONT. I . . . . . . . . . . . ELEVATION SCALE.:1"= 1'-0" I I I sAe ''"-". ''"-" t.1.uM. r 3/8 ., ¢ M. B. r;,;• FROM ENO!> @ l'·O" BETWEEN '¾ I) - Y1x½. TACK BLOCK WELO y,;' MORTAR LINING ri' M RTAR [---___t~~:;;;::::;;:~'1i15 LI HING / 14" I.D. x 1/,~· It DISCHARGE FOR PUMP HO. 2 i 10" 1.0. >< ~~ It DISCHARGE FOR PUMP NO. I. I" 4' -6" TYP. FOR PUMPS tW. 2, "3 4 4 DETAILS 3/4' 0.D. ALUM. TU BE. 3/15 WALL THICK. SPLIT ~ WE.L D TO te. GATE FRAME. . ' . . . . . . -. . . . -.. . . . . . . . . . . . . . . ' .. ..... . . . . . . :·_!).::: ~ _: ·: . . . . ..... . . . . . . . . . . . . ' . ....... ~~:; ~-:~ ...... 3/a" RODS 6" LONG e 12" c/c STAGGERED 4. PUMP all'?_ SAME AS DISTANCE BETWEEN clo's .OF PUMP SUCTION~ DISCHARGE.. SEE PUMP MFG's. ORWG. ' Oi~ On:: Lo.. 0 ' "-~' ci "' ..l • Lo.. Lu ... 0.. 0 ii: o, ·o o- \O" Q.R-, 14" FLG. PLUG VALVE ----Z \~ -( HOLES FOR 10" ~ 12-!}a" HOLES FOR 14" 0 0 • ·2: ... , .. " ~.;: ' CONTOUR TO PIPE. 0.0. 3/4(21 GAL V. U BOLT STYLE. 38 DRESSER CPLG. ?"MIDDLE RING .. '. .. ..... ..... 6.: .. @."aa, I Y,i' q> STD. PIPE. CURB 2-*IOs¾" WOOD SCREWS IN "RAWL PLUG" COHC. ANCHORS. It r..: x 3" DIii GRIND ALL OUTWARD EDGES ROUND f SMOOTH HANDRAIL, SAME SLOPE AS STAIRS -~- : : :•: 1--__J 3!i6 BENT t. ----<--1" $ ROD • : , . : I--__..., 6 • ' •• C:=~:: It 1/4"" 3" DIA, -. . . . . . . . . . . . . . . . . . . . . -ul 4" SAFETY TRE.AD SE.E. SPE.CS. -0 -N GALVANllE ' st ' POSTS @ s'-o" MAl<. o.c. SEE DETAIL' A') 11 I I i' I I Llj ELEVATION SCA LE.: I 1--i"= 1'-0" TYPICAL TREAD a RISER DETAIL 1A' SCALE.:3",1'-0" . ---'.~_,'5· G---~---1-/ Ty p I '<--I I . ([J . 0 -' N SET POST IN HOT SULPHUR GROUT ( CAP W/%"CONC. Gk.OUT. ONC. CURB I DISCHARGE .. •:,. ?.-¾" BOLTS IN,,PHILLIPS RED HEAD"CONC. ANCHORS 4'-o" MIIX-c/i;;,_ PIPING SUPPORT • p -~:,;,, -'l=;;a... . . . ' . ·r::...~~ l=-.: • ~ I' -OH - ' ' " q, STD. l 1/4, Pl PE '~ b ·' I l<l 3'' GRATING :P_·· ,': •· ~ .. 111:11 ~:- 1!1 • 11 .... NOTE: FOR. WI\LL AND F\..OOR MOUJIJTJN«, ':IEE THE. ABOVE DETAIL':, GRAB BAR DETAIL SCALE: I"• 1'-0" . I HAND RA IL SUPPORTS SCALE:3"~ 1'-0" a . ..-.. ·_.:. •. ·.-: . : .. -..•• : •• -·.:-:. /4 EVERDUR BOLTS~ .. • • , . "' • • • • • • • • ,. f, • • W/2 UNlT PLAIN . ·P: llli · ·'. '· ·• •. • •• • ;. .• •. : _-: ·:n. ,··. ClNC.H ANCHOR"i,OR .,',·,,ii'.····--":· •• •• •• -• .·.•:·.111'·-.·., PHILLIPS "Tvpr! ·.•'II·· · · ,,. · • · • • -• • • • '··· ··,•I.·· ' I \ t,:; •1'1• • , . f? • • • tr • p b • • ANCHORS. · • · • • • • • •• • • • • • ' ·: I • • • _,. • STA IR RAILING 3/4' r;f R\JWGS l'Z." O.C. PLUG WELD INTO RUNNERS 3'' X 3/8" FL.1>.T 0,._R BRAC~eTS 5'-0" O.C. t,1\11,ll\M\JM, NOTE: '2." y,, 3/8" F.6- R\JNNERS ,·-c;;· l./lo.TTER "'iO BE. 61>,LV. AFTER !=b.BR\C/l,.Tl01'1 LADDER DETAIL SC.ALE.: 11/i' : 1'-0" " • l . ' --..;.,,.,... ' ;1.~• .• DETAILS "'' ~ , . ," (~ ; t, -~ 'ij -'· ' '6 ,<' ' , • :'t i ' ' ' ' 1!,~:·, .. ,) .-; ·~ ' ~-~ • • I > ( ... ; . ·li1i,•1i\i f!j . ;,,;.;; ..... ~.:1: ,,, ' ~ :; J'. .. ,~ rccoouu~NTTYY-SSAANNrlT~A~T~JOONNDDj';ISi"Tr!R~IICC:-iT;S~O;F~O~R;A~NR:· ifi~I~~.~--'" DISTRICT NO. 5 < .;;Cj BAY BRIDGE PUMPING STATION STRUCTURAL MISCELLANEOUS DETAILSi ' ' '. OR~WN M-R ·C ~!f'RACE □' 11' R C 5, . c 5 .. 1, --,·DRAWIMGNUM~ER ~ - , ,_mpson ., teo mgson .. 5 ;_'. 12 •. :_·_·• , ' ~ON SUL TING CIVIL EN61NfE~S -~: 334S NEWPORT BOULEVARD •• SHEET NUMB ER _ --CHECKED p. ~; s;. HE.PORT OE•C~, CALIFORH<A ;"",' , 2 3, : . •. :. • ,-t: J_• ·•, f • \ C . ,' .. .;1,· ·.-.. , : < .~ p • 480V-3?·3W· 60= --- C( Q_ Q. I N E -', . 5'-0" (FUTURE) \ 10' -S" (PRESENT) \ 20" ' 20" ' 20" 20" I• 20'' I 3z• I I I ' I I I 1---,---,-- I ___ J_ ___ L __ r I I ---· J I I ,~- l I I i , I . l • r -:=.---l---c-·-, -1--c-··--.. __ .. I --~ I __ .. I 22 I 2, I 20 L \ I I I I I I I I I -I I I • I I I I I l--~-L~ _ _j ___ _ I I I , " • ·\ L __ ~L ___ L __ __ ' , = =13 = /6 IZ ef ef .--, . :Rl ef t..--.1 = = 17 14 LE.VE.L IND. ' , ' ': = = 18 ef IS~ ~ ef R~QG \ RQQG CD C SPACE. ' , ' - ' \ ' ' M 0 T 0 R C 0 N T R 0 L S C A L E 3/4" = 0" E. 800A BUS ,o ,., 2011 ' I c:::::J----, '2 I I I I I ~l I I I L ____ l 1-, r-, r-, r·, J JI I 1 I I 1 □1•□1,□11 □1 L~ J L'2J L4J L4J c::=J t=:I c:::::I c:::l = R 7 a ef RUNN~ ON(Jf'FJ = 8 ef RG aa (J) = R, 9 a ef RUNN'(; . ON(DOFF = = If JO ef ef ; C • ---- >•-•-.. DISC. SW. 3P A Z5" (l(VAR) ----, __ / ---- 8 CT COMPARTMENT SEALABLI:. = I [fi] MAIN • ·' R . I /2,, I < C) ~ \J ~ ..J ~ Q. ' \ NOTE: FOR MOTOR C0"1TROL ,.CE~TER .REVISIO~ SEE _-_CUTLER.~ H~MM~R ~HOP_ l.DWG. NO. 5LB'20~7-i , _ _f.EB. 2<o,!'(o6. ~ . J, ' {,,.,' ·, ~· :, '·-~.- .: ,: ' -• ~·t '{;";/-~ . I. . ,-'_ ") A M s \ • ' 1,0" i r , ""' LTG. 7 ) 2.P /OOAr L---1-_J ' ., ' T NEW SE/lVICE POL.e _,,...._J!I Z" C.0 (TEL) __ -1-..:.,.,:;;:;: • BAY 13RJDGE PUMPING STA. SEE. SHT. 25. 2·4"CONDUITS (POWER) Se.E SPE.C. TERMINATE. AT POLE. AS REQ'D BYS. C.E..Co. 4 TEL.Co. (TYP FOR 4) I-Z"CONDUIT (LTG.) 9~==~=~====;;:_:;;:=;;:__:::::=====----------~ SEE SPE.C. ! I EXIST. SERV/Ct POLE PACIFIC p L 0 T p L A N S C A L E 4 o' . ,•« SENSOR DE.VICE. I I PRESS. AIR FLOW --~T\~_ "T~ ~' AIR SUPPLY X ,AIR FILTE.R EGULATOP, EGULATOR .. VALVE X H VALVE. AUX. CO2 . ' SUPPLY ' 8 1U B ~LE R SYSTEM BLOCK DIAGRAM \. \ x, t /2011.A.C. FROM STARTER CONTROL TRANS. f I W LEVEL CUTOFF '-_J FROM LEVEL SENSOR X2 H'o-------e-----llR\-------___.. .... ---<:>--0 r---, I I I A o:>------'--1, I-'-, _ __, ~-J -SIGNAL FROM LEVEL SENSOR /Ra. OL's PUMP RE.Q'D ------1 1-------------IGl---------.a !Sa. PlJMf RUNNING, ------1 1-...----------{R /St, ,. SPE.E.D CONTROi- ~-u1 ·1--------.... --=-------'-----, I R --I ~IS~c. ----'---'--'-,_.;:._...;._-----''----' T • • I L __ . __ J TWO ) 1-----IZOV.A.C. FROM STARTER CONTROL TRANS:-. ---1 Ho---------~R1-------- ___ -()_0 r--, AO}---: I w..: _ _,J L--J PRESS.SW. Ra. OL'S PUMPREQ'D .,_ __ ...,-I 1--..-----------iG,)---------41 s . PUMP RUNNING. '-----<a--! ----------~R'.1---------' WATER C I R C. PUMP , . ' i-. ., ,L,.J • ~ .. ' Q:::' • :;lo!: COUNTY f BAY BRIDGE ffUMPING' STArlON .-~· .c 0 ) . . '-' • ELECTRICAL - ~ i : , --• '..:. •. ~'.-:--~} 1!','. .''"; i :·;, 1. ',}I',, ~I .. [) ·f A er R. A M ,s ' ' ' • ' • ' ii CONTROL • DIAGRAMS S!mpson S Steolingso,t v----.=~--.--. ---.-c,--,. •\ (-.: ·.~.-a.':-. • ' ~~:~:~:~~;1732 ', ' -CONSUL TING CIVIL-ENGINEER~:- . --3345 N EWPOR~ BOULEVARD -.-• ; 1-c:::"!!';!CK~•~□ =~~-I, -;v-N£~PORT aiAcH.·CALIFOi,NIA-!1266[J; ~ --eo1:,·· -·-7 .• -~-·:-~~-~--':~-~:.143i . . , • • ' • : ;; ' • r - REC EI V .e R ---,I---!---,'-, TANK WAT.eR CIRCULATING PUMP PNEUMATIC TANK I I ' + / 3/4''C-.3#1z I I l'--______ 1 ' ' ~ I f PRESS. SW. / --'lz"ScALT/7{"; / -2"14 +12 11 la.. mo 6 CONN.eCT TO MOTOR TERM. 80X. JUNCTION BOX I SIZE AS REG'O 3"Sl..2EJ I ,,...,....,----------, o_;f/ ~-----=::::==---'---, 'lz." oo 0 v-LEVE.LING CHANNl=LS --SLEEVE I -----/ .SEE. Df=.TAIL "C '; /i SHT, 2G. L_ -- I GRATING TYPICAL .3b q;; la. 0 'L..¥-------' / I f/z. ".SL E. E V !!. 6 ,,0 .3"SLEEVE. 3b r I t'/z''SLEEVE 3"SLEEV~ I 0 0 la. EXH.FAN ,----7 ON ROOFG)1 f.::::---!: ' ' I I Ir 1 1 L¥-----....J ' I 1 I I: __ 1. 1--'--_-_;:-,.:;_J .3/4"c-341z To /L, DISC.SW. W.P. D/5C.SW.-.3P 0 0 0 I : I I ' i ' __ L - RUN 3/4".SEALTITE-.3#1z TO EXH. FAN 4 CONNECT. I½" WATER~ ]© +JZ" l,___ ___ --'¥-'I J1_ ------------------------------..!r: l"C -I# 2/0 (GND.) / CONNECT TO PIPE Z"c-3#1/0 f /l"C-GJJ14 MOTOR-..._~ • MAGN,=.TIC DR/Vi: , , WITH GND. CLAMP, I ~~JM-/ '\ TE.RM.fOX {TYR) '-,,-:, TYP. I PUMP) 1.--r--)-----, , W.P. .5HEET METAL PULL BOX WITH SEALA8LE COV£R I N0.2 , Pl la_ • 11, I I I I I, 24"WK ao''Hx1a"o ~,-______________ 3"c-::!__#sooMcM _______ --,)I 0 0 0 0 ...,.-L---MOTOR CONTROL CENT£R MH AS REQ'D BY ::",--------- ------------•Ii- i-=~ 1 ( )I 3"c-3#sooMcM u''---1--+--cs:z"' 'I 3/4"C-3#12 "':;--------3b WET WELL -JI CONNECT TO WE.T S.CE.Co_ +It t..;1.~ l"C-3"8 E.XH.FAN--01 WELL £XH FAN. ( l"C-O I ~ /' r;,#14 ( fa_ 2 -4"CONDUITS (POWER) ~ .SEE SPEC_ I TEL. TE.RM_ CABINET / AS REQ'D BY TEL. Co_ ,--'- 1 PUMP NOi I ( J I I I t'/2"c-z#1z--, Q (J'oo) 414#14 .._, ,_--i---EXIST. ~ ( 6 SPARES) TE.LE.METERING CAB. _,h ,. --=----=------=-=-___ l"C_.o_. ________________ , RELOCATED-SEE SP£C_ ~ .3f4"C-l#G(GND-}-✓ ! r:::::/1 'i CONN£CTTO 1/ ~lil_c::'-:::rc.;, 3a_ l:'.:::':::-J .3/4"c-2#1zc/2"14_,-,9 wp:lihJ PIPE WITH I '-----< I () 1 ,_ ________ ----,Yz-;;03#1-.....1 ..,.--1..-p.· GND-CLAMP. I I 1---T'\-'<-\----.,----+,---.--,--, ', ,. ~ METER BOX 4 MAJNBl<R. I 1--+--FLOW INDICATOR-TOTALIZER ,-.. AS R£Q'D BY I '-- ~ \_ ,, ) ~ S.CE.Co. 2CO.(T£L. "' ~ ~ ...,, +IZ" ' ,_~'7' 8c 2"CONDUIT 111 (LTG.) --tH S£ESPEC. I I TO SERVICE POLES ..5i:E. PLAN_. SHT. 24. M.H. = .9'· 4" <z~o) M 0 T 0 R SC AL E ' ' ) ' ' 11 C8d@ I \ 300 MH. = 9'-3'' R 0 0 M 3/8" = 1' -o" r I--+--LTG-PANE.I.. "LA" ,---, I I I I I I I I I i I I I I I SW. "j" WITH PILOT LIGHT BOTH SWITCHES WITH PROVISION FOR PADLOCK 3/4"C ·3#/2 IX - -3 (2~0) 7 - VP SUPPOR;i7::i_HA~ER Se ---il ~ 4j ~ -& 200 ---.J -71 -43 ~ VP -7 Se ---.Jl - VP:~@ ,,.. ? 43 200 ~ " "' ~ "' >I' "1 ' ,..., @ ..... p2f --· "TB" ----- :,,:: .J -q ~ ..... ~ u "TB" UP TO M.C.C.\ TYP. FOR7 \ "TB" p p p - f/z "C. 0. CAP. 1,1.1.....----i---\'r'' AT 5'-oN PLUG ONE HUB FOR. FUTURE. CONN£CTION . (,~s) 8j V.P. JUNCTION BOX AT 5'-o"Or I / SIZE AS RE0.'D I/ WITH t-'/z" HUB FOR I/ FUTURE CONNECT/ON RUN 1/z"c-2/114-TO DRY' WELL FLOAT SW. 4 CONN_ I I RUN 11/4"C-3"6 UP TO --+----k.::."I.T:'.'."---------------l-t----ll----+---+-41ol-,.--1-SUMPPUMP DISCH. LIN£ POWER OUTLET IN \J:I, VP u I --· --VP. l20V-30A SINGLE RECEP. MOTOR ROOM 4 \._ ~,-/ TO MATCH PLUG FROM CONNECT. l'/4"C-3 #G Z''C·.3#//0 49c _/, & f"..___ SUMP PUMP SE£ PL AN.. I.. T. =o;::::;::j::::=~~:====? I "-... l"C. G#/4 0 = v~=~-,=, "T" r--,.__3/4"c-3Jt10 RUN 3/4"c-z#1z UP TO LIGHT ABOVc LANDING S£E PLAN, LT. 4 CONNECT. \ - Se "-§: VP ~7 ..__, ,.. t SECURE RECEPTACLE._, • TO HANDRAIL. 4~ "o---0::=,_,=J===::f:::::':::'c:::::• 3::"::::B=t:::::1/ ", C t"C· G"'l4 0 rx =11 -~---- 2.,- ''TB" PMOUNTtON LI---+--1 "C -8 # 14 '.--•r·' AT 5'-o" / RUN Yz."c-2#14-TO ME.RC. SW. ON CHECK VALVE._ HANO LE. 4 CONNECT. 1--------r----1z "c-3 # 14- coNNEcr TO WET WELL LEVEL PRESS. SW. ' I/ 11/z"c-IB li14 (3 SPARES) V UP TO TE.LEM CABINET J,..-------1----S£ALING CONDULET 1__. UP TO COLUMN LIGHT !~---------------__, SEE. PLAN, LT. i'-----.-v. P. JUNCTION BOX Ai S '. O"-SIZE AS REG/'D / S/JPPO, 'T BEAM -,!--F~FF=,=tl~-=l==~ RUN 'lz"C· zti14 TO ME.RCURY sw. ON CHECK VALVE. HANDLE!/ CONNECT. u 1---1 ,, 1. ~-~ r-------V§§l k-A-" ~=='!fl::!±_-=,,,_,_;::;. FOR CON TINUAT!ON SEE PART. PLAN, LT. VP Dj 7 ~ r----!/z"c-z#zoSH/ELDED CONN. TO MAGNE; IC t---3/4"C· 2 # 12 4 2 1114- ~----, 2-rO } UP TO JUNCTION BOX ABOVE LANDING S£E PLAN,RT. UP TO SWITCH IN MOTOR ROOM .SEE PLAN, LT. FLOW M£TER.. UP TO FL.OW INOICATOR-TOTALIZER Be L.: l"C· G #12_ • UP TO LTG-PANEL "LA" 1'------t-----.v. p .JUNCTION Box AT .3'-o" SIZE AS R£Q'O COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICT NO. 5 1--------- BAY BRIDGE PUMPING STATION UNDER STAIR LANDING ELECTRICAL p u M p R O O M SCALE a W E T W E L L 3/8" = I' -O" :6,-t0//4.r"'-(v.R-E.E. N0.1732 .l POWER 8i LIGHTING N. S. DRAWING NUM3ER DESIGNED Simpson & Steulingson J. H. 5-12 DRAWN J. H_ CONSULTING CIVIL ENGINEERS TRACED r{/' 3345 NEWPORT BOULE'IIAR□ SHEET NUMBER CHECKED ( _10 NEWF'ORT BEACH. CALIFORNIA 92.660 25°, 27 • OR 5-1431 DATE 7-'2'3° <o5 • \ ' • r ~-} ' f: ·.: i • .I • -, -. 1 i 'r _,, LTG. FIXTURE. TYPE. "H"· r 1---2" .SLIP t=ITTE.R 1---2'' SCHE.OU/..E. 80 TOP Ot= WE.T WE.LL STRUCTURE. -' - l , I) •• , I WE. T WELL D E T SCALE ____ :27" PIPE_ A -•• .SUPPORT BEAM_;) , • 'Z • 8"t:: , / I ._1-TG. FIXTURE. "D.~ ·o',' E T : Pf~ • -s C A L ~-,." ' .,, ' -, ' •·.,,; '. ' . , ALUM. POLE. .STANDARD !"NIPPLE -3#12 W . .P. SWITCHE.S "h "4 "j" ON 2·GANG T.ANDE.M BOX "j" WITH PILOT LIGHT SECURE TO POLE _ PIPE. POLE. BASE HOPE. E.LE.CTR!CAL PRODUCTS CAT. NO. H4ZZOO . --. ~ •.• 1/2."DIAM. K /O"LONG BOLT 4 RE.Q'D L I G H T L II A II 1" = I' 0 11 CAT WALi< SECURE. THE. FYXTUR.E. TO SUPPORT BE.AM. WITH 7/16" MACHINE. 80/..T.S. 1 _ ii . S,, '. ... ' ;'~,.~-"-• l .: ;~'"-:-_,., L T G. FI X TU R_E -TYPE "'A" FLUORESCENT,,OPEN-TYPE, ~APID START,·2-qo-~a· -''•c ' -' •, ' •• • • -.• 1 -• • • ',. • < •,• fl . -. "_ r:-~:-?;i1j .. ,:., ♦"1 .• ·!'.. TYfE "B" TYPE "C" TYPE "D" TYPE "E" TYPE "G" TYPE "H" PE'.N.DA~T-MTD. 4T 9'-0"_ OR WALL MTD, AT 8'-0" SMOOT-HOLMAII NO," A-2,, o; APPROVED "EQUAL ' l INCANDESCENT, VAPORPROOF, CEILING-MTD. WITH CLEAR GLOB~ AND SCREW"GUARn, 200 WATT CROUSE-HINDS NO. V22009, NO, VC22009, NO.·Vl22009 OR APPROVED EQUAL SAME AS TYPE "B" EXCEPT BOX-SURFACE-MTD. WALL BRACKET 200 WATT M:·H: 8'-0" UNLESS OTHERl'!1~E NOTED CROUSE-HINDS NO, VG22009 OR AP.PROVED (QUAL siME AS yjpE,"B" EXCEPT WALL BRACKET, 200 WATT CROUSE-HINDS NO. VE22009 OR ,APPROVED EQUAL SEE -DETAIL "B", THIS SHEET MERCURY VAPOij WID~ LIGHT #JR-250-AWB WITH WALC-BOX.#WB-q AND 1-1/4-" SUORT RADIUS BENO M.H. a•-o•: .-.. IHCAHDESCENT OUTDOOR WIDE-SPREAD LUMIHAIRE MOUNTED OH OUTLET BOX STUD, 300 WATT H~LOPHAHE HO. qgo OR APPROVE6 EQUAL INCANDESCENT, COLUMN LIGHT WITH 2 INCH SLIP-FITTER 300 WATT , ~ BENJAMIN NO. H-5680 OR APPROVED EQUAL SEE DETAIL "A", THI! SHEET . M. C. C. ·-f"ANE.L SEE. Sf.IT. 24. FRONT RE.AR • -,f J BOLT (TYPlcAL) TACK•WeLDE.D FLOOR OPE.N!NG. - 0 - 4" n .5.4 (TYPICAL) L E V E. L;. I N G,'_: • C H A N N E L : ' I ' -. • ·o· E::; : T. : A-' r ·L .: .::. : 1: • c, " 1 . . - _ s c A L E. 2" . = ""' ' . ' _:. -,; ~;. : . • ''.-J • ;-;:J-f~:-~i{ "./)_·~,;-t~:\~' ,,,:· .. -~~ i ; EXPOSED COKbUlT-lU~ CONCEALED CONDUIT RUN IN ROOF SLAB OR FLOOR SLAB CONDUIT RUN UNDERGROUND OR CONCEALED IN FLOOR AND • WALL I . 2. COHDufl' STUB-'~Ps SHALL NOT BE M'ORE_ THAN s INCI\ES F·RoM! --CENTER :q,NES OF TERMINAL BOXES.-' ., /' '' 't<-' • •'k ------EXPOSE6 CONDUIT RUN BEHIND AN OBSTRUCTION ' J -, ' •'\ 11 LB" , $ & a a- ;:J;'\2 ~ < 5 I ' ' HASH MARKS INDICATE NUMBER OF i2 AWG CONDUCTORS. UN- MARKED RUNS WISE NOTED. SIZE: ARE 2 12 AWG CONDUCTORS UNLESS OTHER- LTG. CONDUITS SHALL BE OF THE_ FOLLOWING NO. 12 CONDUCTORS: 2, 3 OR 4- CONDUIT SIZE 3/4" 5, 6 .OR 7 I" 3/4" CONDUIT, 3 -NO. 12 AWG CONDUCTORS bN.E .NEUTRAL FOR CIRCUITS 6 AND 8 TO LTG. PANEL "LA" CONDUIT BENT AWAY FROM OBSERVER CO.ND,UIT BENT TOWARD OBSERVER CONOUIT FITTING -TYPE AS NOTED l, TOGGLE SWITCH .OR TOGGLE SWITCHES M.H. ~•~O"· UNLESS OTHERWISE NOTED i20 VOLT TWIST LOCK DUPLEX RECEPTACLE • M. H. 4 1 -0"· UNLESS OTHERWISE NOTED 480 VOLT, 3 PIIASE, 60 AMP. POWER OUTLET CEILHIG-MTD. LTG. FIXTURE WALL TYPE BRACKET LIGHT FLOOD LIGHT LTG'. f'IXTURE TYPE "A" WITH 200 WATT LAMP, 12 FIXTURES' IN AN AREA vi~li'RPROOF WEAT,HERPROOF CONDUIT ONLY FLUORESCENT LTG. FIXTURE s CH E D u L E -LT G. p AN E L II L A II CIR. BK.R. OUTLE.TS NAMEPLATe. WATTS NO. AMPS. POI.E LTG. IIUC/:i. MISC. A B I 20 I G,,' LIGHTS • MOTOR ROOM /08 0 ._ 3 " " " 1080 2 "' " PUMP ROOM ,zoo 4-.5 " " /000 .5 3 " " 540 , 7 "' 720 V RECEPTACLES /200 "' 4 " 800 . 8 5. ·-LIGHTS -OUTDOOR I/ STAIR 1200 . .. . . -· -. WE.T WeLL _ 700 9 3 • " II ..s p A R £ 1000 10 II ' 1000 - ·,z . • /000 /3 -s p . A C E. . . ·---15 II ·,~ . ' ' 14 ' " ' - /(i, --II . . -,, . /7 • ,-/"',---' ' -' .. ' . - 18 . --, . " . '~' ' / ~ -LO.AD-PER "LE.G. ··J ' -----' S.320 ti,48_0. --.. ' l-~ ,-, ' --' -i -, ' "TOTAL l-OA.a; = 11,800 W@) 120/24!0 V"l!}'c 3W = 4-9 'AMPS. '.'.: • I . ,, ', • ' • • ' --. t· ---~. ,,.. f, . -•; ; "' . , -. . ' -,,. 3. 6. 6. i ALL i;'LEXIBLE CONNECTIONS TO EQUli'~ENT TO BE -MADE_ WITH: I ·, ~ _-• ¥1 SEA L'TITE CONDUIT.·• ; ' l 4 .:~ ~,--.. ··"" ·" THE ELECTRICAL INSTALLATION IN THE ------EXPLOSIJlN"'.'PROOF IN ACCORDANCJ WITH FOR CLASS I DIVISION I L,Q..cli-JIO_II.S. WETWELLSHALL BE~1-_ THE RfQ UIREMENTS -- • r4 ~ ' J,. '" ,:~ -b•h --~ -. ~ . __ ., .. l ~;~ . -'. ' -~ JELEMETER.JNG _ CAB.I NET IS EXISTING AND FURNISHED S_Y ---y.--t~ ,.\ • f"~ . '}·· :_f pTHERS. SEE SP~CIFICATIONS. ' ~' ·-i¾ ., COVER PLATES FOR FLOOR OPENIHG~KEAR THE .MO.TOR CONTROL' CENTER ARE NOT FURNISHED, NOR INSTALLED. UMDER -' ' ELECTRICAL WORK . . - .. ~ ··---. -~ • ·'· r •i, ' L ' -_; \ • ~ -; -... -I • ---<'>, 1f'> .:("_..• I , ·--A,,?'e, ---,;:~.,1- c , : -,/t~!t 1 '-!\~_;,/~-~ ?t - :-;_ -.-· :" .;.,-· ,_. -~-. ---?i- "; _, }·. ~-• :-·t;:l,,-~_-i•-.\./·.:71.,/i f1 .;' ' , ,., ·-, ,,-.' .·;_-;;:!.:1rrl ~ '·-; ·:,:~.-:\ t} :,,~ ,;~ ., -. ••r+ i, I '(;,··; " h ~. • ;,:J; ~-.-; ' , ; ,,~ ',-: : \-:1 J !--• • .. 1 ' i,-1 '< ·!f:'.1 .·1., :, .• ·~-~.,>-i:J;\;;.·:;J\~~, :~1 -,• .·-.••(,M!fr-1,, l:: ''iti -· .• ,,." 1;\ ':1~--."'-' :· :. ~ , ' I ---. _,_ ~• '!~'./){~ ! -! '~-,, ,, ~ ,' -• -· ""1. ,\-.,. ,':{.::,,' ·1 ';ii~~:-~:1• _,,._. ! ~i' ,,·~"· " ;,-, ,'i i It '°i,1 fl,~1#1' \;_ ; 'I·' ~ ',~' ~... ' ➔ i -illr• ,it ~ ·, ,'::·:J~,:1i1, .~ 1::: {!Ill , , r -. . . . .~, .:i• ,, • '. ,, _, .o<\ • J " ;,; • '!ii-" '<it ' ' . ,, , , .... _,_.,' ,I ;ti, l!'J • r· ~, •• 1": :tf4~~ (1-· ..i , •. i: ,. 1·, • ·1 ,,,"?1!', ·, M ' • ' • ... ' 'II l.-, .... -'..:,{'r ···.;;: ::· ~ ... --· .,, 1 • ;-: }· •.• -;::''.::)'.:~,·-,-1(::, i . , . ,,·· ·, •• l-·_\' :\: :1 ' L ,\,, •• ,~I-,•·f'_·'.' 1•, •:'i ~ .~ .. '~I: ,.:;v ;' ! J:' ;a.;, .• .. • ;~ ,..,,,\( ,,-'li/ .'-. • !1 ,• : , :tr! ,, ;' .. , 7.,~,,: --; , .~-. ,··. ;~ ·, .. )~-- ' I•"'· ·• 1l~ -:~ .-1 4 ~ . ' '·. ·;,._i ·,,~ ___ ;-'_.~ ~ ~ •. :::,:i 1·-t:1' \:· ;_, !, . . , ~ / l, )',. i , " • -I" '• ' , ._· ,· I• I 1 .. ~ --,_ -.;. ,J'-_,. ••. r-•·r• ) . ~.:. ,,. . COUNTY SANITATION DISTRICTS OF ORANGE COUNTY;,,,:,·, DISTRICT NO. 5 ';,_:; /, - BAY BR I.OGE _PUM Pl NG· .STATION<: ·, -i ELECTRICAL • -· ,~ · MISCELLAN~OUS ,, -·-· -~-... --1· • ':'·'7', '·,; · 'iiRAW'N" e', ~J. H~ / I . .:';~-, 1,,,', -• ~ ·, -CONSULTING CIVIL EN01NEEftS Simpson J Steulingso_n • . ·,::-·-A~·~· -~ .--· 1TRA~~-:' • --, .,.!n◄sNEw·Po,;~.,o,iLevM10l e:/ __ }~~.,r,ti,:C.,R:E.E,~~!~;;3:· • '• ·c~~c.~Eo -. ,.,-,~:;:"•~•,.~•:~•LJFo~:~ ".~•-: :,. ,.. -''.Y>--~ -r -~·"·-·v·• "io~tij,~tr.;-:q,~:""eo~·:'. ~:;-c--~-;-~---~~;-14s_,: _. •• ·, .... ~~ .. 4s ·: ·c ON§ T·R:~CJEQ~r::i·,1,)~~i'u~t~:~J~:t \~,f:~:':::i[;J: .-~; J .~-fr)~ . . •::; :,~·,; :~:-: '.'1 :_ .~:.:.~ • ~-•-h., • .. NOTES: I. PHOTOGRAPH TAKEN ON JANUARY 24, 1965. I 2. PORTIONS OF RENTAL DOCK MAY BE RELOCATED (WITH BOATS ATTACHED) AT THE CONTRACTORS OPTION, HOWEVER CONVENIENT ACCESS TO BOATS SHALL BE MAINTAINED AT ALL TIMES. 3. RELOCATE LOADING DOCK PRIOR TO U&ING PARCEL "E''. RETURN TO ORIGINAL POSITION AFTER RESTORATl.w,o.,., OF RAMP. 4. PARCELS B, C, D 8 E BE OCCUPIED PRIOR TO SCHEDULE OF DAILY CHARGES FOR VARIOUS PARCELS SHOWN I 200 (!} SQ.FT. 10.00 PER DAY 32 000(:) SQ. FT. 6.00 PER DAY 14 000 (:) SQ. FT. 3.00 PER DAY SCALE: I"= 40'(:t) 42,000 ( .:!: ) SQ. FT. 9.00 PER DAY 20,000(:t) SQ. FT. 25.00 PER DAY THE 1i,,ooo MINIMUM CHARGE ASSESSED TO PARCEL ''A• AT FOR EASEMENTS RATE SHOWN WILL BE -N- ". ,· . ·r -...,.:!-··~ :• '1· ~· - . :: ✓-':~ ~-·:· • ' . ..• )~ • •• -< .' .r ~ ,. ,' ... COUNTY SANITATION DISTRICTS OF ORANGE COUNTY DISTRICt NO. 5 BAY BRIDGE PUMPING STA. PHOTO PLAN CONSTRUCTION EASEMENTS OESIONEO \V' F: .5. DRAWN C. 1-1 B. TRACED C-H.B. CHECKED P.C.S. DATE '1·'29-t.S DRAWING NUMBER Simpson ~ Steulingson 5 12 CbNSUt.. TIN~(!i CIVIL ENGINEERS~ 1---------~--1 3345 NEWPORT BOULEVARD NEWPOFI.T &EAi:H, CA.Llf'"ORNIA 92',60 OF 27 II AS CONSTRUCTED II JUNE '1oG /~ . / . I -_ -- , , ' ,_ , :-" . :,1 ~j !;1 J ·~ ,. ~ 11 11 ,, d r~ ,, I I ~ , t t . - . ~ ,· .- ~ .• , ,. '. ,' ; ' ... . . '~ - : ~ , ,I . ~ . ~- 1 ~- ~ ~ • ir ~ : - ~ f • )- t:. " \ " r ; i : : i g ; ~ \' . ' · ' •• . ,.· , . A; , r •• •·: ! ''{ . ; _ / . } - : : , •. -. '' ·t : ·- · i/ ' . ~ / )i : . : t . • • _ : :: : . ' . - ~ \ " ' -- - - - - Si \ ' I I \ I ,\ ( \ , I i. ~\ \ :' \t q w ~ u a i ~ ' ~ ' ' ' ' ~l I ' \. . - - 1 9 .. Z 1' - - - 1 'S _ LL • ~ I I \ :, : [_ , _ "Q I I -- - - - - - I ' I I >- ,. _ z z :: : , 0 <t <J UJ :a w (! ) z _j « 0: w - 0 u LL 0 ~ IO C: 0 0: : 0 LL "' a. . ,. _ z <J -0: : >- ,. _ d5 z ,. _ Cl ) <{ « - :r : ,. _ 0 _j z « a. . "' 1- - >- (/ ) ,. _ <t z 0 :: : , 0 u u (' . I 1r- - ~ . - - - - - - , - 0-- l : ( ) r - 011 - q - __ "" f11 -1 ° - 1 ' ~ c; , , 0 .l _ S, !c , N I .l . <; . 1 )I :J c, _l _ _ .l C Y 3 N N O J <z c Z , ·L 'j 7 +' S t ' \ S' c l ~ , - l 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 -. ~ ~ - __ j _ oS • t v l \J I u& ~ 'I I . - J Q_ If ' 4 1~ ti 1l1 w - > ii ( D I I \ I I I I I J 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 0 1/ l / I I w (l _ Q. ~ i( l ~ - l! l 2 -- - ' :; 0 -- - ' -- E · : : > - ' lL ' N -< ; t tj ri l 0 0 0 ,. \f l --< t -IB N 0 0 z· m I- - ._ u I 0 <( I- ., lO w r< l I- ~ lD N z 0 "' - r- , : '- ' <t 0 + en ~ Oz - . - O' ._ Cl ) (.! ) - f" ) (/ ) Q_ 0 _, z "' "' :; E W _ . u i n - .. . J ll . l .. 0 (/ ) - => r ' > C> U g I - -< [ ., . 2 (. ) :: i LIJ .. "' ct <! > z m :a ~ : .. . -., . 0: : .. . . cc ; _j U> 0 -- 0 => :: : , "' Q _ CJ ) ~, . 0 I z w + Cl ) 0 z 00 {. ) r< l c1 -; : \- : ~I f- - \l i )' Cl ) -.. C\ " ,. 0 "i 0 w ,: r , w z "' z '- ' ,. '- ' w ;; , <( w I- w "' r .. 0 ·o u 0 b- -t j -. : : l ' " " ' ' - - N f- , Di Ci l 0 uJ -: I > u' ) uJ _J <l (_ _ ) \[ l I L~---~ (0 - f- :J.] uJ -r _,_ i :', 0' ~L '-'-j ~l 14 l'l IO 6 G, 4 \j 2 _j -::r :J ~ :;,'. 0 0 + 0) I~ 1 _J ,: (j f-- <l ~ .. 0 D 0- Q) ~ ·o , w ? 0 ill W Ji 111 If) Q. ol ::: '.!J ~ lJJ I r:,! o z D IJ Ii] ~ s{ J -<Y O -f -r l<D '12 2 ,tJl ,,; "' 4'. +-"-I + "£ r-' <l" ~ I --· '-I • . ~ ,,.1, ' ' .. -,,1 11 ']' : };.: • - { ' Th I I ~ -'! • ' f •= j": 1.:· I ~ ' ¥ , r . /--- • r w 2::, -i ~ 1j) ~i~ I ' c") 'f: • ~Ji\ . ,: . '~-....,. ..'.,-. J ' .. ~, ~-~ ,. ~ f'c ~ ,J ,~'I'' i,~;j": ':--:ff:~,-_-~. ~-· , 7 I \, .~ : : ' ~ ~ -~ (; ~ - ,._ I, ~ ~ j ,:; ~ \ t0 ii1=1 1 ,-1 L ~ r· -----' '\\rr'"';, ~,-l _______ ""1 /,.,.-24"FM. --IJ--'-------(o" 'N------; 1 -lL -l \ Ni --________ __.________ -:.. ~---=---=-=---· -_-::._-=.::::::i.:---1-_..., , \ ,, ---_________________________ c;;·w -------,-L7' __ _ ?'-' S : ·~ --,\\ -----; --_-::__-::..::::::_U S -E -_-::__-::..::::::_ -_:::::-: --{Q}--1--__:_::-_ ·o . 1 i I ' '\ " i I ::: : I \ ~ ~ ~ ~ ~ I L ______ -_--t-~~'~1-d== T ~-c®e-<· ___ ~ \-'.~---I I I ---G ~ -· 1---l I --i-_J I _, , -s:l --1 ~ --+-l-l------~------J=-::k-j----us--,:------I .,_ __ ~---------to·.; --==------=-=-1-~~-z:.;:-:;;::::_-_-_-:_----c,=3 9 Ir, tSJ I \ 7, !.ll N \ uJ \ C\ I i l I T 9 ,,c--"L , 'I ~ [! P A C I F I C ~ • I _1n \\ n----~' •. " I w \\ -~---~!,---~_s-_\\-'------ r <:::>. e,1•=~'SS"E., ----T'::,C --- '-~·1. .. -...;,, Cl'.\<, :,:A·~i-..r-c-;-=-··N1'-"CC-i"c:;.J<'":::, I 10~0-==· ' I " '" . .., ""' COA5T ------- 0 ~ .~ I ---I I I I ~ c-~ LJJ , I "' I I I -I I ~- I '-:J "' I " ~ ,_ I ·-------- 1--'---------------------------------------------------- ' I ¥ J/, . I iY. T 1111 ul Q~ \.'.:;;,. ~-' iY. I t()1 I a -~· ,,i u11 u\, -;J <i), + !1)1 ' (l '0 ((1, (l' -1-( ,_ " + + _, 's' C) ~li'.1 (l' ' j' ts, 21 ,n If) -_,' I i I ~I"" I <1)1 ... I 0 ,, +I Q' ' I CJ ~: ,ill-"' - I 1 ~ITI, I , ' I "' '~ ' "' Ii)' ' I ~~1= ' \J 0 ~ a + ti - ~ SN - ! ' I I I 'J 1'. (- __ .---E"X:l"ST SLJRFACE ---✓-/ i -,-~• ' I u,, -I . ' -., s:;t· "·' ,, ::1 "CJ ~I i ')VER -i_ PIPE i i I i -- I ' -I '!, i c-u i I l -- HJlv'Y. C - ---~ ' I -, ' f -- I ' I I ' II --------I t ---------- ' ,; <( 2-· r '' r l I ,- i.O N t 14 -r .:::iJl'l '- ' <( -r: ID L--~-----·-__J ------- -__ L__-__ ---------------'(I;// I -----------------------------------------------1,la: , I ' -. / ; , B ' I -.7 I' •'1/ I I '. ; ,,,11x/ I I i l ! ' ' ... ' i I ' ' ' G, I ' I ~f/~-\i I I I I ~ DJ; ' :::,,::0.0088 ,_7 -''!> Lµ -A. I FL-OW L-il·-JE=. 24" PIPE= ":>-0.0010 07 S,o ci 7 '5 -c:>.C> a Jc:!::> , -:-,/ -~0.01-ZO _/ 0 ca -I ' ·>/ ---'-. .._..,.__, </',/ 'o;Y I ,zfl -::,CO 2 0 -'l 11e, ";-,· I l':' ; ,, ?/1, ''-,·~/ .,..,e ,' I 1 , y~/ ' I -'-/ / i I lL-, '-0 I I ,JI I I ' ' I, I \/ y_ ,_, ;/ " -1,'/ '¾ // IW 1'2.1 l'Z. 'Z. SCAL~S: ' \ ' 0 0 / \ \. I --- 11.~ 1'24-I '2:, l'ZG l'Z."1 I '2.6 z HDR\2. l " = LLci VERT. I " = 4 r. -' - ----- --- 0 r, ,.I + d) N -.~·,,,.-.,c, .. ·c,_. •.~ .. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY D_lSTR ICT NQ 5 COAST HlGH\6/AY FORCE ~ .. ~AIN PLAN a PROFILE STA.118+00 TO STA.128+00 I DESIGNEoDH.W SHUIRMAN -SIMPSON I CONTRACT NO. J ' Jc;-CONSULTING CIVIL ENGINEERS 5-19 DRAWN '-·, /. 359 SAN MIGUEL DRIVE CHECK ED DC.5. NEWPORT BEACH, CALIF. 92660 I S.HEET NO DATE ::-11141 644-0563 J4_0 e_2.3 I I ; I I I, / ~ I ~ ; (Q ~) // ) ~ ~ ~ '(\ Pi P" . > t S £ i I I ' ~- · ! ·. ; . ., ' " _,- · ; / f •' · · · · · · . ~ .. . ·. • .. ·- . / ., • .. . ;, ,,. : - : _ , ; ~~ ; . ; t , . : :l ~ - ~ ; f ~ J: ' f ( . ' ' . " : ·.' ·: .. . L ln \ t / \ -, ~· g ): J N ' ~L I ~ _ _i : , : . ; , _ , , t, '" I I I I ' ' I I -- - - - - - i - - - - - - - - - - - .' -- - - - - I I I I I ' I I I I I I ;- - - ' I I I / I I I ., s , ~ ,J c J f , l 3, o t < tt ( , - 1 cf = , " ' i : : , o ' i f ~ ' ? 0" ' . H 'i ' - £ 1 ' I -3 __ _ _ I i h. I V' ) ' I~ ,~ I v I ' O" ' ? L £ -- + , - ; - ; I £= ; . - I ~1 , 1 , - - t - H - - -~ f - - - - ~ -- 1 - - - Ui I l , I ,, ,. I I -< -r -, 2. ~~ , U_ I 0 I I, I I 9, . ! 1: i: - - , , f > ' : lw -: . . , - , . l" f : ,- - - j I :j ~ I ~' -0 \: I r- if , \, ) {'/ 1 -- IJ . . lJ i -- en \, ) LI: [( I "£ 0 I Q. . . 1] lf i ' ' ~N l ~ l : J , . ) ,. L < i ; Nc , c , , 0 · : : i - - - ~ ~ . . i l ~ \ ~ ·- - ·~ · 3 v1 · v ~ - + s : . : ; ~ 1 - ' I I I ' I I I - I N I I I I I I I I ' r+ - - - - - + - 1 - - -- - '- - - - - 0 -- - - ; , 1 ' < ; 1 =i ?. J ' a ~C r ' V ' 2 J " ; , ' / c; ; J 5 + ~ ' 2 . / ~+ - ~ l . - 1 - - - 1 0N I S ' < : 1 ~ ~ 1 , 0 Z NO S / 0 3 I 8' - b + S "' - I 5N \ - S . . 1 ; : : , ' - _ J .,- - - p N1 'S b ' l ) - . , 7 , c: ; , · ( . . 7 - \ - · \; ~ \ / I I ! I I I I I I I I I I I f- - + - - - - + - - - - . I I I I ' I I ' I I I ' - U\ ,1 -IJ . , - ~ "' ul 2 __ ) s, OL .. . ) u. I ' \ \ - -- - + - - - - l ~ f - - + - - - ' - - - ·- . 00 + GZ . I ~N l ~ - ' o , - _ - .. . 9. t , ' -1 - - : : • r • c , Nc : _ ' > S 1 - G ~ c. : : , 1 7 _ : i . _ ' 3 z 1 I I \ I - \ - -- -- I ~ ) tJ /{ ) 0 0 n >-I- z z :: , - 0 <{ u ~ w w (! l z <( _J 0: w 0 - u l. . L IL 0: : 0 o IO 0 a: : : Il l Q LL tz a. . -0: I- >- Il l r- <{ cO ci U 3 z ct : :: : c 0 t- (! ) z ;: rn <( - <t '= Q :: : c z _J <( a. . Il l t- >- (J ' J I- <{ z :: , 0 0 u u r- - - -- 1 - - - 1 - - - 1 ~ -10 l- - t - - - 1 - - - 1 «) -- + - -- + - _ , _ - - ~ N -- - < f - - - f - - - 1 - - - - - - < t< ' l " \[ l 0 0 + co r< ) ;: ! en 0 I-0 0 + CX ) N i= ! en a zm ,_ - 0 I <i e: IO z 0 0 ,i :i : Cl 0 '" z "' '" '" " " t. 0 L! l _J <( u (f l 1- - ; ~ ', , , ; "I -- - , z ;. " 0: " ,, ~~ 1 ' ~ ,_ 0 '" ' '" I D ' ;; -I lr i \ \J Cl " "' ~ " ' 0 '" '" ,_ r " u 0 •