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i I I I k.:~~6" / ------- / ------------- ;-----x ...______ _____ ·.i.....-..........._ --.......~._ \ 1______ • , / REElERvom '~---~-~, /~~-~~ -----... I I '~ •• ----,/--_~ --~~=--::----- ~-:::--:: t,1' fo 2~ ·~ :;;;· V ~ ~ MA( AF!n;uR I 200() ·- C N I .SCAL.E ADDIT!OO TO FERNL.EAF METER STRUCTURE SEE SHEET 5 T _JH = 20U' n(~G AC. F7f "' CANYON RES!'. /,..,,. .... ..--;:,,/r .,,...,.;:,/·'~ // ·-----/ r-- -~ y M A p SHEET ,. , . s, 9. !JLOCK 93 LIST Of DRAWINGS SCHEDULE H --l:llG CANYON RESERVO\fl TITLE L()CAT'10W AHC VJCINJTV MAP PL.07 f>l~AN LOGS OF Tf':.6T BORINGS TYPICAL. SCCT!OMS AND MISCELLAHEOUS DEIA(LS MISCELW\NEOU5 PETAILS 11-41..E:T J\NC ou-rL.ET -TUNNEL AMD CIRCULATING !NL.ET .ANO OUTI..ET -MISCELLANEOUS D~7AIL6 l\.J s OUT!...ET -JNLET-OUTL=:T A.ND ClRAIN SUMF' -?LAN \NL.Cr A.NO OUTLE:T -tNI..ET-OUTLC:T ANO DRAIN,-SUMP -S.l!:CTlONS !NL£T AND OU'TLl'::T INLET-OUTLE:7 AtfD DRAIN S(JMf' -SECTtONS INLET AND OU1'LET -BUTTERFI..Y VAL..VS: SHAIF'•r OE:TAILS INLET ANO OUTLET WEST OP' CONE'ROL. !3UlLi:HNG SPU .. LWAY AN.J OVERFLOW l.:lETAlLS PAVEO CHANNEL AND ST<)RM ORA.INS -Fl.AN, ANO OETAILS 5TILLING BASIN ANO PAVEi:» CHAWNF-L Cll!TAl,i.S DRAl:MAGE DITCH&:$ -PROl11LES ANO SECTl<}NS1 CONTROL BUII..CING ,-, SITE PLAN I CONTR:OL E!UILOING -FLOOR PLAN AND Di.tTA-JL~ CONTROL BUILOJNG --ELEV. ... TIONS ,,ND Dirtii'A'lL.iS CONi"'ROL BUILDING CONTROL BUILCIN/3 CONTROL BUILDING CONTROL SUll-,CJMG ' CONTR:OL BUILDING -SECTIONS 1-~~0 DETAIL:~ -O!'i::TAILS OF CONCflE::TE FiOOF -CHLORtr~ATOON 01::.'TA.1Ls -STRUCTUFIAL OE't"A!L,,'S -STRUtTURAL cEfA.1,Ls CONTROL BUll..CINO -PIPING! OETA,tLE'i COl'.ITR:OL auu .. DING -PIPING DETA,llf" .' CONTROL !:IU·lLCIN!3i -P~P-NG □ETA,!j:'..:!'i / .&L..A,l!S AND CAR. ?ORT CON'TROL 1:iUILrJINClii -ELECTRIC::AL J'LAJ':'11 AND Dl!TAILS CONTROL BUILDING -ELECTRICA!-;D;e;fAII-S LIST OF DRAWINGS N.528,476.26 !".. I,Sil,856.50 \ 300 \ v-/ -----~ PROVIDE 6' H!Gl-1 WOVEN WURE FENCE WOTH TOP RAIL ANO Tl'iREE LINES OF BARBED WIRE .. ENCLOSING ENTIRE SITE. _r1qrs: : T~C our LOT cor-~NEP. PRlOR TO DO!NG •v GRADING ON RESERVOlR ' ' ' I I I I / / I I I I I I I I I I I I I I i I I, . ' 1/J l& i I I I j ! I J[ Is I JI I I ,I, / I d I ALTITUDE VALVE STRUCTURE · \\' SEE SHEET 30 EXJSTING NEWPORT BEACH RESERVOIR z 0 APPROVED BY CITY OF -~-, 1-~) 7 ~ --.;.._ __ .J OF NEWPORT BEACH, CALIFORNIA ii' l------------------------------1 iii :HEDULE I lil BIG CANYON RE SE RVOI R lcl 1--------------------------------1 LOCATION AND VICINITY MAP -C:,,l .,: .. , -1 9,;,, --~. , SCALE: ' JAMES M. MONTGOMERY SKEET CRAWN By __ <';,_._'\_·'·--; CONSUL TING ENGINEER 535 E. WALNUT ST. PASADI::NA 1, CALIF'. OF I \. SHEETS \ ... SP,ECIFICATION ' NQ. I ' . I \ \. I (/) ::!! ~· -J:: 0 .I "ti .J: ~" ..J I ll ----------~-- 2/ A 4+00E B 2+ 00 E C D E G z 0 0 + :e 201 6' CHAIN LINK FENCE I I FT. INSIDE PROPERTY . LINE-SEE DETAIL. SMT. 5 20' -sERM SEE TYP. SEC. SI-IT. i! I z g z 23 g + .. - z 0 0 z 25 26 ;z SEE SHT. rn FOR CONTINUATION --~-------"-----iJ---+1--l<o!:>-.c-_----OF DRAINAGE DITCH E'.S + £ RO/\D'NAY <SEE. YI?. SECT!iJN. SI«. 4 -------z ,30 27 ~----------;,:, tJ 50' od, SPEG:IFICATION NO.i OF \ ) 29 X ' 4+ 00 E 20•.:-ooos1,.,1f • LEAF <;ATE o+ oo • .. l . , ,-TA. !J+Q0.00 Rts. BASE: UNE.=s stA. 24·t85.00 I i !~ASE UNE I. I ' ' •. ,;;... !' UH xi w, If ! I \ - 2+oow I ' r ! ORA!NAGrl lllTGH Nci. 2 SEE TYPICAL SECTION .AND F.\10Fll .. E SHl::ET.Io MAR'! ---~- TOI? 211112'1 ·--6n DE'.l:.:"..? ELEV. 307. 96 z 0 0 _,~-,., ,•_-•;' T'' +, . ;-bLl-1u o 4+ 00 W NEWPORT BEACH, CALlFOHNIA Ii ·=1,,;: -:.-T' .r· DATE '• • -~r.:t-·· '{ -, SHEET JAMES M. MONTGOMERY 2 CONSULTING ENGINEER 535 E. WALNUT ST. PASADENA 1, CALIF. OF •'-7 SHEETS I I \ I ' ' ' I ·! ' . I ( I I ' I J ' 1/ I I' I J 1/ I 7 1/ 7 1/ ,. rf) / • I CO I \JI I v/ i / I I ! 12.o i_ou ---·--· ~---·------------ ., ,. ,ry lfl llJ 0 llJ re <I:, 19 \ >--l!l 1---"' ill vi ;;: 01 -1 If) I /..i lli f 0 .... -X- PL A ~i OF· I ----~------------- --I - /kl CA,T'C\.( Wi'TI--\ ?A..'CL O C.\(,.. a I ,t, _, (9 '-_;4'G:ATE ,.......5e_E. UPPER. 1~.IGHt\ /-/. t I , I 1 I I 1 I 1 ' I. I ' I I I J" CURP::;,,J ,-------+-----------------f+-5-4 7 " OUTLET I ! ---:--, r.Xt,:,T, Carel CR~-Te ) ,o 7~10'·' ,_2._ -21J1-u~..:_se:; c t).Jo:t\ _-_AI.JCJ.\<JR. '!01...1-s OET. (§AL\/) .J<;~)C,,..J.-x.......,><-....;,;c....:x-~. -,..... ~-X--~ >< --:,r. l<. ><;--~--":-Y.-_,. \ E:. L c\/AT lO!,l -~-------~~ --~-~-- \ \ \ • SUPPL!; M£;NTAL 5/...!f:ET ,______ ------- APPROVED BY ______________ :-,-c: _____ DIRECTOR OF PUBLIC WORKS DATE _____ , CITY OF NEWPORT BEACH. CALIFORNIA z ~1-------------~:---=:::---:-:::---::-------------1 "' SCHEDULE I ~ 1--------!::!B~I ~C..,_A,.,_,Nw..Y~N ___!,R=E=S=E=R ..e..:V O""'-'l'-'-'R'-----1 5 INTERIOR FENCE Q DATE //-S SCALE: De:s1GNE=.:o ev~A~-~P~-~--. DRAWN Bv_~;..\~-~p_.--, NOTED J~ME M. MONTGOMERY CONSULTING ENGINEER SHEET 2A CHECKED BY c::: /ZDb 535 E. WALNUT ST, RY. 1-5610 PASADENA 1, CALIF, SY. 3.7120 OF SHEETS ·' ' I I , I ' \ ' -. n " " '" I :c : ; '· " ~ = : : Q ' z z " " O 0, 0 '. ) !l' ·~ ~ ' ; ; fo l P l - 0 :; a ;a '. ) ~ _ ~ ~ I DA n :, $: " ~' ~ ' ~-f\ "> . ¥ ~ r ! I u, 1J> r, ; t ~ 0 "- ' ~ : I 1 : - - - ' - : : - i t1 ,, T'; i <t ' ~ [' l 3 : : f ~ . :; -, . 111 ' 01 r O ' "' z 0 ;; c : z . , ~ "' ~ U) C: • ,., ~ :s: : ~ 0 ~ .. '" z ,. :z -I Il l 5l ,. , . I ,. :z Gl I ,H , (I i O rT I '\ ; , j , l -< 111 1'I 0 • z " t ~ ~" \ , \" \ . ~ i' $'" : Ui -- "' ,. ., -. J - ~ ;:; ~ 111 0 , . ;o ~ -< " ~ I "' I P,: a , = h .,, ~ :: l ... § tJ J I~ en DE S C R I P T I O N - \ ) t? ;; , : , H t- < 0 ' ' -, , ' - ,d r IJ 3 :'1 1 • rr , c, z' ' m ' 0 I~ VI ;;E ' ): , , r. cu '" 1 1 ' z; J ; 0 c< . 0 7J I\ ) 0 C i7 0 Z r il l tp ): , . :; , : , rn ,. , , H ~ ( ) l; r y 0 n m :r : . N -~ fl l <. Ul 0 I l' I - [I : , , !P p r -- 7( 1 :' 1 1 0 0 ': i v !> z:: c· - · ► \ I ;J I j; . 0 -< . 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'" · \ t, i ci I - \ I : \\ t : , I ' • I \'1 1 I I • . I C) i - - - - + - - - -- - + - - - - - ' < - I • '. I \-- - - - I ! I ' l I ! i i i i \1 1 , -I I I· ~ i l i\l : ; \ j J ' . l \ ji . \ \ \. O f - - - _ _ l E. V . 5? A . 9 + - 0 0 \ I EL l . .9 0 1 , 4 5 l \ i J jt . 1 1 s l ~ . 8 r7 _ S j \ ~ c J R ; , 1££ . L . 3 0 ! 2 , . ? t I () I ' I - • ~: i /\) ~1 ~ s / - 8- f zs I \1 IP . I . £1 . . . ,3 0 ~ , 17 Cl - f c ' V . € FL , . 3 0 i ; ! . 8 0 ; ' I I j _c U ( V E EL . . .J O , f /t J 1 (), I I f t Ej L . , 30 . 3 .:, . 9 l / I I I ! 8, V 4', ST , . : i . 6' ;r o c p J I i I i ' ' I ' I I I I I, I I I ~l I - 4 : .. -~ - \ - - + - - - - - - - - - - - - 1 - - - - - - - __ _ _ __ ', 8. C. S T . 4 . ~1 1 4 , 1 . : ; ; I - '- - - - - - - - - - . - - - - - f ! I ' \ ! i I I \ I \ I \! \ i I I I - - - I - - - _ii - - - - - - - - ~ - 1 - ~ . . - - - - - - - - - , . G) I I I l · <.,, \ II \ 9 \ t I - \J J I I I I -; ! . I f - - - - + - - - - + - - - i - - ~ ; , ; i l - c - -~ -! . . ~ b I i / ,; J ii: _ ; ; ; I / & :; . ; " > i: - i ~ I "-- " • " ' 0 " o; \ I ,_ _ 'r i I ! t - ;: ( i J <:: ': t • I I / 1·r , f Ii L , - / N- \1 ~ - - - - -" ' ' - - 1 - - - - - - - + - - - I - - - · ; -- \ - - 1 t · - - · - - 1 - - - - - 1 l - - - - - + - - - - , .. _ J I / I i ' ' I I 5 T 4 . l 3 , 4 8 w /A 1 ' M C O Ei ' . f O EC T / 0 , ' v ' I' \ 18 " >< {W ' C, M , P , r· L V! = l < T e' A . :l , O - -- - - - - - - - - I l \ ' l l \ £" , C. S T 4 . c! - 1 2 , 5 3 I ' • ' I ' ~ ~ - - - - - + - - - - - - -- t , - - - - - - i - - - - - - - - - - - + · - ! • \ " I n H- 1 ' - : \ ! \\ ' :2 \ ti \ \ ~ I I i ' ' I ' ! "" ! I -7 1 , OJ i ' A J ,1 V Ac ; E I 0 7 TC f l l ,V o , :Z \ \ ~ tJ lf J I ! \ P . t . £ 4 . : 3 0 5 . .9 0 I __ : _ ! : \ v \ CU R ~ 6 ; E L : J 0 5 . o b ' 1 -S - .. ,3 0 : : > . 0 0 f? J , c L :3 0 4 . I 1 • ! 0 [ • / f ~ , / - , , , , ~ - o A .. . C : > - - - . : . - ' - - 2 - ' - - - . l . - ' - - · - - ' ' 7 - - " - - - - ' ' ... . . . /\ " Y " 7 - t . , . . , ,_ ; "' r , ,3 0 4 , / \ P. / , -L L .: : > 0 4 , I l, s : ' - • f. . 5 0 - "E ! [ . S 0 4 , 3 0 $ . 0 0 - 5. 9 0 ; ;: \ ' ST 4 . I f i3 0 . " ;· 3 0 5 , ~ i 9 i I r EL . .J o c . z o - - + - -- - +- -- - --- - - - - - - - - - - - - - - - --- - - - - · - - ! - - - - . - - - + - ' ; ! . - . \ - - - - ' - - - - + - - - - - - - I i _E , V . C . S 1 f i l . I ' !§ S L , 3 P. l , i f ; ' t . , .: 3 0 8 , 0 0 B, V . C . 5 T 4 , i / ! f; . EL . , 3 . 1 CU ~ V E :i . . 3 0 Z r Z ,-. . I i ' L I . . I . . . . . I- I ~ / • Q l _ _ _ _ _ __ _ _ _ _ _ _ _ k: , ! 0 6 ' , 1 : E . _ - ✓0/1:,t , , _J _ __ ~-- - ~ ts . , °" \ ) P C . S T 4 o , - 0 0 . 0 0 • CO N T . - . S H i , 2 "' ~ "" " C i, ) C, / __ _,.. . . 5 IO 1- llJ 15 llJ IL Z 20 -.,_ I-25 '0. llJ C 30 35 40 \LIGHT BROWN AND LIGHT GRAY, VERY FIRM. SILTSTONE, NO DEFINITE DIP CLAYSTONE, µ.....s....:.~ MASSIVE NO GROUND WATER ------------- HOLE 5 ELEV. 238 ~ ~ ' :::-.:: '•,, 9 ·~ DARK GRAY, VERY FIRM SILTSTONE TO HARD. SOME CLA YSTONE VERY FIRM TO MEDIUM HARD, SILTSTONE SANDSTONE SILTSTONE HOLE 7 ELEV. 289 HOLE 8 ELEV. ?94 ,·-'y ---------·---~ ~~ ·&\'- GRAY BROWN AND RUST, VERY FIRM, MOIST, SHI..TY SAND -...: .•. < ~"-' . -----------------'\~ ' ' '-.:.' '-. -~ ·'> ' 6 . ' -. '•,' . ~~ 7 ' MONTEREY SIIALE ~~~ ------ LIGHT GRAY AND LIGHT ~ '\ ' BROWN VERY FIRM, "',8 VERY FIRM SILTSTONE, , 'j SILTSTONE, FRACTURED HORIZONTALLY ' AND STRATIFIED. 15° TO STRATIFIED 2r:f' DIP S. W. AND FRACTURED, -------------------------·-·---·--·--··---------·- HOLE g ELEV, 302 HOLE llC ELEV. 297 i==---=-1 DARK GRAY AND GRAY 2 BROWN, FIRM MOIST ,__ _ ___. <;:_LII._Y, SANDY BELOW 2 f/lOl.---1.5 -1 . '. .'' ' •. ' ; ~ . ;-. . . ' ' I ' ' • • '•' I , .. " 6 ·:_.:,, ' ' ' ' ' L ,, 0 0 '' • ' '' '. ' 7 6,5 FEET l--..f3 -·-- 4 I_IGIIT BROWN, VERY Fl~M ', '. '. ', '.-', SIL TY SAND '. •. '. ; , , • CLA'(, S!LTY 'SILTY SAND LIGHT BROWN , DENSE, SIi.ND, FINE, SIL TY • ' • • L < ., , . . . . 5 I •••.• < ., " • . . . ' . ' -• . ~ ' -. , . . '. BROWN, FIRM, MOIST q1,-p._y, SANDIER WITH DEPTH, LIGHT BROWN, DENSE, SLIGHTLY MOIST, ~Al'!Q., FINE BROWN, FIRM, MOIST,. i---..:2:.,1 CLAY 3 45...._ _____________________________ I+-·+-~!'-+ ------------------------------------------·--------------------------------------------- HOLE 19 ELEV. 282 ,..,.,.._......,.__,_, SANDSTONE SILTSTONE, HORIZONTALLY STRATIFIED AND FRACTURED. DARK GRAY HOLE 20 HOLE NO GROUND WATER HOLE 24 HOLE 2!l HOLE 30 ELEV. 271 ELEV, 3!5 ELEV. 265 ELEV. 266 ELEV, 250 0---~~~~,-S_I_L_T_Y_S_, A-N-. D------... , -"'"~-:---:"-~--"",--S-IL_T_Y_S_A_N_D _____ , -"'F,.._"f';_=-=_=_=-r=-=----=-----.,,.,"""'"<'.""'.'"""-:s--,L-T ... Y_S_A_N_□-. ------,;:·::·:~-~..-,s-1-LT_Y_SA_N_D ______ """"':·~"""' · GRAY BROWN, MEDIUM CLA S '' • • CLAYEY SAND ,__ _ _, DARK GRAY AND LIGHT FIRM MOIST __ .'f, ILTY,SAND ••••• ·-· ---t---7Kl·,oARKGRAYANDLIGHT l===IC_!,,A_y, BROWNt..FIRM,MQIST, ,., ' ' $JLTY SAND i----1 rBROWN, FIRM, MOIST,, • • -• • CLAYEY SAND !=;:::~~ CLAY, 1:1ECOMES SILTY :,,-\·. •2• §ILTY SAND 5 !O I-15 w llJ IL 20 z - ::t 25 l- o. w C 30 35 40 , . _-. • .• I . ' ' _· . ' ' ' . ' LIGHT BROWN AND RUST, k'-c'-cc"--"-'Ar' • ------<::f,,AY, 'SOME SILT AND >-----< ~+--sc-s--!--1.','_!::ATHERED l>Il,,T§TQ!'ll_E ll/)_9!f[EREY SHALE CLAY ' FIRM MOIST $AND BELOW 5 .f'EW MONJ_ERE'\'_SHALE BLACK GRAY. MEDIUM SILTY SAND, .FINE l MONTEREY SHALE r-----=! ·SOF"I' ,.· VERY MOIST, ,. , GRAY AND LIGHT BROWN. l-,'\--7"<'1 LIGHT GRAY AND LIGHT ~ , ~3 C_LA)' · SILTSTONE, LAYERED, SILTSTONE , , ===~=== FIRM, MOIST, BROWN.~VERY FIRM, MOIST ~ ~ MONTEREY SHALE • JOINTED;AND FRACTURED i::;;::;:::::=:i HORIZONTALLY _LAYERED. ~ "1-v=E=R=Y=Fl~R~M=T-=O~----~~'<:.• ',_,< I 2 .MONTERE'\' SHALE 15° TO.20° DIP TOW. SHLTY_.$AND~-----FREQUENT THIN. ~~~ JI/IEDIUM HARD ~ '<: ~ LAYERS OF CLAYSTONE ~~ SILTSTONE, MOSTLY ~ 4 GRAY AND LIGHT BROWN> ~ '<:·, CLAYSTONE, FRACTURED rvlQNTEREY SHALE; CLAYSTONE, HARD .,-....._-....;_>, HORIZONTALLY LAYERED .0 ~ "( VERY FIRM ', SIL'rSTONE SANDSTONE ,1,10 GROUND WATER . •~ WITH OCCASIONAL THIN ~~~ TO MEDIUM HARD ·-....,: '3 -----------~~"',~.",,_.,.., :CLAYSTONE, FRACTURED· CONGLOMERATE ,, _ CLAYSTONE AND .._ '\ , SILTSTONE ,-....._ '\ _ " 3 -..:,-..:-,, 2. SANDSTONE STRATA 0--,-...-:,, '., ~ ---·--· -·····-· ee',_-..+\-"',·,._:· ',_".;i SANDSTONE --·-----~'..'2< SLIGHT WATER SEEPAGE ' ' ::::....~ •-•~',0~~-"· .. '.• ... _ BELOW 7' ~, ~~1 '-, ~~ \ ~~<>'· <~<~ ' 4 ,,,,:::,._ " ......... . ~· GRAYS AND BROWNS, ~~{ GRAY AND BROWN, VERY ~'\::-(~:: -L-IG_HT_,-G-RA_Y_A_N_D_B_R_O_W_N_,.----·-······-·-·-·-------~~~ -S-iL-T-ST_O_NE ______ '•,·,.6 i~'S::I VERY FIRM, W, 'l FIRM, l~ '\~ VERY FIRM, l. .._ ,, ,·. :--..-:, , , ·1 SILTSTONE, LAYERED, • ''-'"-J SYLnSTONE, LAYERED .1~ SILTSTONE, HORHZONTALLY '-~'•. . -.., , , , LAYERED, JOINTED 'AND , , ,;,.•,· ,JOINTED AND .• FRAC,:URED '\, -5 JOINTED AND FRACTURED .1~ ~ ~ ,,,. TO,, mp TO w - -~-FRA<rr,,,co '~~ ~,·,, ~-'' '--~6' -~ 6 ~~; ~ '-::.. • NCY·GROUND' WATER ~~ " ' ,, ·, ' ,, ,, ' ' '~ CLAYSTONE !SANDSTONE 7 NO GROUND WATER 4' ~~""""'------------------------·-··-·------NO GROUND WATER 0 ,5 10 15 2Q 25 -30 35 I- w w IL z l- a. llJ a HOLE !, ELEV. 273 SILTY SAND <;:LAY 1.,./'\c~-c--ril--MONTEREY SHALE HOLE i8 ELEV. 284 DARI( GRAY, FIRM, MORST li2l1'.--(f1't CLA y • -:._.:_ • 1 CLAYEY_ SAND ... "2 ' ' 7 UGHT GRAY BROWN, SILTY SAND --·-·--·-- <;:LAY, TRANSPORTED WEATHERED CLAYSTONE ------------------ MONTEREY SHALE LIGHT GRAY TO YELLOW SLIGHT!. Y MOIST, CLAYSTONE, SOME SILTSTONE STRATA, 10° DIP S . NO GROUND WATER LEGEND CD INDICATES UNDISTURBED TUBE SAMPLE L'!'•.,_ INDICATES DISTURBED (LOOSE\ BAG SAMPLE 5 IO ' 15 20 25 30 35 40 ; ' I- llJ llJ, lL z - :Ii l- a. llJ I/-/Z-57 ~ CITY OF NEWPORT BEACH, CALIFORNIA t 1---------------------------1 ~ SCHEDULE I fil BIG CANYON· RESERVOIR Q 1-----------------""""'----------1 LOGS OF TEST BORINGS > ·' Ill t-1:t: ,..,;,•_r., e~•,-oo 11-12 -57~ ·--:;-:..... 19~ SCALE: SHEET DESIGNED BYH.G .. R~ DRAWN SY C L. K. tn=.t.:t JAMES M. MONTGOMERY CONSULTING ENGINEER 3 CHECKEC BY R~□,D 535 E. WALNUT ST. PASADENA 1. CALIF. OF 47 SHEETS SP ATI 0. ) ! I (J,I ,t:,,. 0 u) -n ,J) G"l :!:l I ' <.P -20'BERM EL. 308,00 CONC. CURB 300 ,,,.-~.....,. ___ lM"!!A.X. _H._W. S. 304 .17 250 -SURFACE ~"x4" REDWOOD ·l'-6" COVER !"x4" REDWOOD 3,,.EXTRA HEAVY _ USCOLITE CHLORINE SOLUTION LINE CROSS SECTION OF .... --□SCOLITE PIPE NOT TO SCALE 20'. TYPICAL LONGITUDINAL SECTION THRU RESERVOIR (A-A) NOTE; ---~--= FOR LOCATION 300 250 300 250 END OF V,C.P.~ .UNDERDRAIN ~-- UPPER i-:ND OF EACH UNDE!IDRAIN TO BE TERMINATED WITH CUTOFF WAL/... ,.----~ PLUG UPPER END OF EAC~l UNDERDRAIN- WITH COOC. t2° 37, 3011 I 6" V.C.P. UNDERORAIN LOCA.Tt CtrfOFF WALL WHERE EMBANKMENT IS NOT LESS THAN 5' ABOVE NATURAL GRADE. EL. 308,00 NATURAL GROUND 85.0' B" MORTAR-LINED .AND COATED STEEL PIPE. BULl<HEAD ENDS AND PRESSURE ( TEST BEFORE BACKFILLING, S"·POROUS A.·C. PAVEMEN7 20' BERM .--CQf\!C. CURB TYPICAL TRANSVERSE •~ ROADWAY EL. 308.00 / MANHOLE -:«. I 20 1 .t '·LEVEL ELEVlfflON UNDER DRAIN CUT -OFF WALLS_ SCALE !/8'""1'-0" SEE SHEETS 2 I 14 : I COMPACTED EARlfM BLA!\ii<E:T SCALE! HORIZ. 1"=60' VERT. 1"~30' SECTION THRU SCALE : HORIZ. VERT. !]1=601 p1""301 RESERVOIR VARIES SEE PLAN SEE SHEET 2-" 20' BERM 308,0Q CONC. CURB-- (8-B) 200'-C" TO RESERVOIR CONTl'!OL Llll<I~'. • SEE SHT. 2 • '\I' t ·1 1-i0'-071 • ""l, -.i:.. 20'-·01' • i ----------------: •. If, ... -t ;...;,; 1 • . ·---··--·--.,.._,_,. -i----· - CONC, iCURB '1 i ~ 15'-id' ROADWAY ···,&-·· LEVEL i ,!-- 308 ,00 3" A.C. PAVEMENT (, ' 2%----- 3"POROUS A, C ... PAVEMENT TYPICAL BERM SCALE:'.3 8"=1'-0" SECTION 301) 250 CON ROL EllllLl:llNG EL. 308 .00 SCALE; I" = !' -· ANGLE FIRE PLUG VALVE. JAMES JONES J--344 OR APPROVED EQUAL :::: • l '---4" G.I, P[PE 'fi 3" A,C, PAVEMENT -2•~0.. ~•-on s'it-"'I •r . 3'-0" 6'' A.B. TEE W 2 -6" SOCKET PIPE el..UG CLAMPS AND PLUGS ..fJHE_HYDHANI DEIAJL. SCALE; SECTION "E-E'' NOTE_: DETAIL SCALE: 1""'60' NOTE: FOR LOCATION SEE SHEE1' 2 FOR PLAN VIE\1\1 SEE SHEET 2 6" BELL AND SPIGOT PERFORATED V.C.P. WITH OPEN .JOINTS. EXAC::f LOCATION OF' UNDERDRAINS TO BC DEYERMHN,ED BY THE ENGINEEI< ~FTER ST!l!PP[NG COMPLETE D ~ II! t:Y SEE SHE.ETS 17 THRU 29 NATURAL TYPICAL SECTION TYPICAL RAMP SECTION ============== BCALE" 3/8" = 1' 6'~0" 250 4.' UNPAVED SHOULDER OF RESERVOIR ACCESS ROAD 230 w, N ,,, "' o"' 0 ±~ ---'-~-------.'---~-· .... 0 PROFILE OF 12,, CONC. CUL VE~• PUPF. 12" RESERVOIR DRAIN LINE SCALF~. HORIZ. I"~ 30' VERT. I" ~ lO' '260 250 APPROVED · BY' W,~? -d>l _),1_/,l:l- j 'DIRECTOR OF PUBLIC WORKS ,, I ~ ,._ z CITY OF NEWPORT BEACH, CALIFORNIA ~ ij.. ~ . "'"' !a 1----------------------------1 ~ "'~ " SCHEDULE I ~ ~~ ~ ,__ _____ B_IG __ C_A_N_Y_O_N_R_E_S_E_R_V_O_IR _______ , ~ ~~ TYPICAL SECTIONS '"t"' AND j ;I ~ MISCELLANEOUS DETAILS DEStGNEC BY R'. , [) [J , DRAWN BY RSJ A ,.R. CH ECKEO av' f( . r:) I SCALE: NOTED SPECIFICATION NO. JAMES M. MONTGOMERY CONSULTING ENGINEER 535 E. WALNUT ST. PASADENA 1, CALIF, SHEET 4 OF 67 SHEETS ( ~ 3/4" ¢, GALV, BOLT V,V2 UNff ~ . ,/... PLAHN CINCH ANCHORS . .. . '. li_' .. ' : "'· .• ,' L\. :.,~. 3/4" 4) RUNGS @ -i // I _,,.-J'-2ii ll2" O.C. PLUG WELD i-•----.:__=------1• INTO 2" x 3/8" RUNNERS DETAIL OF STEEL . LADDER -CENT-RIFUGALL Y~CAST 'REINFORCED CONC. COLLAR 'REINFORCED .COINCRETE PIPE '.}; ~ : ·_ ~ J .. ... l/ 3/8" SQ. BAR ll/4~ I,_ ":,MORT-AR 20" PIPE AND SMALLER BUTTER BEFORE STABBING, THEN SWAB SMOOTH. PIPE LARGER THAN 20" POINT AFTER BACKFILLING -STEEL PLA"fE: CYLINtJEF' (SEE SPECS,) MORTAR UN NG (SEE SPECS.) • I ' TYPICAL ADAPTER ASSEMBLY FOR JOINING REINFORCED CONCRETE CULVERT PIPE AND STEEL CYLINDER CONCRETE PIPE OR STEEL PLATE SPECIALS NOT TO SCALE # lll GA. WIRE. ll" PITCH OR 2"><4" No. 12. WELDED ;;, 3/4" ql BAR (GAL'\/ J ' LADDER RUNG IN STILLING. BASIN 2"=1'-011 • EXIST. 14" STEEL PllPEn .. CONTRACTOR TO VERIFY-,,11 • O.D. OF PIPE IN FIELD 1 1 •·RADIUS OF'PIPE .. OR FLANGE + !/8" TABLE FOR P!PE·SU~TS NOMlNJ ~ PlF'E SUPPORT.ING PtP~ OR FL.ANGE SUPPORTING pt· NG-E - 5UPPO~;-~NG P~FE:, ~IZE: -.INCHE:'l 1zrr 30n 36" 48" A 4" 4" 5" D 9n 4" 9 1/211 6" 18" 6" B C B 2,2.H 2011 US" (811 25" 35n 29n 4011 46" 34" 4511 51." .391' !l_:llCKNESS 91:£".fR~ SHEL.I.. ,"'NI) L.i!'IU:!~ FOR f'JF'Jt:IG. C 4011 4511 INSIDE CONTROL BUILDING AND INLET -otrf'!_ET STRUCTURE : ~-----------------. -~--------.. -------------------- \'r 1 1 ,..H~CKNESS OF i~NOMINAL OUTS ICE . I MINIMUM 'I CEMENT,' MORTAR 'iF<PEi::ZE :•~~ SHE~:::!C~-:~::G· 8" 8 5/311 '3/!1611 f/4" l~" 12 3/4'' 3/16" 1/4" 14" 15 .3" • 3/16" 1/4" l•111t -~7.411 3/16i1 1/411 2,0" 22 .06" 3/16" 1/4"- 3.r:)" 31. 74" 3/16" • 1/4" -3611_ 37~96" ~2" 42.75" 43r1 '4e e 7511 1/4" . l/2" 1/4" 1/2" 14" 1/2" ·, WELD FU,. TO EX . '~--r-i. ff211 11~9" ~--l I_ ti= 7,iT I . ~~ -· ~ 11 __ i _ BEND EXIST. STEEL EX'ST CONC AS SHOWN I ' ; ' ' • I E ~ _, ____ _ DETAIL OF ALTERATION TO FERNLEAF METER STRUCTURE 318" Fl :~◄ I·-WALL_ - ENLARGED ALTERATION FOR LOCATION SEE SHT. I NOT TO SCALE . CENTRIFUG.l\.LL Y-CAST ~---------'/"_,, • REINFORCED CONCRETE COLLAR :;b 4-5/8" GALV. BOIL TS ~_c-' 7 / 8'' LG. W/2 NUTS • y D SEE SHTS. 25~26 FOR !.OCATllON CTI' II w ~ . ~ 0: 0 '.) u. I\ 0 u. 0 . . 0 0 . 0 ~ \ k? ~--.•. , .. , . -. -~--- I Ii ~-~ ---~-·_,, ',1:1 , />,'il;:-• ·'· ,/ .1, . .<:l/Y /:<ii~\, .'.'.-:-:1J,./:-/ ,:· -,~;JI•?, >>l -y,tx -~1 >( '!(:'· ,'" ·1 ., I. .. ✓-v;-, -'.i ·,-!{/ '.l=-·-- I' -_Q -~ Ill ✓ •". ,i > • .. ;& . :;.·'® : . .-@ 'RE[NFORCEMENT CAGE -SEE SPECS. y MORTAR: POINT AFTER BACKFiLLilNG NOTE: -__ o:rj - FLANGES __ ,,, ------,.._____ ]=-----=-A 3/15° =-ALTERNATE JOINT FOR 30" OVERFLOW LINE. N,.,..E: -~ I., -FLANGE THICKNESS "' BOLTS TO STRADDLE q_ OF PIPE COLLARED T & G JOINT TYPICAL HARNESS ASSEMBLY AND METALLIZlNG FOR SLEEVE -TYPE COUPLINGS FOR REINFORCED CONCRETE NOT TO SCALE i'laT TO SCALE r--N-O_M_IN-ALc-T-Hc,'A:C:RCCNCCES:-C,C-+----FL.ANGE .'NUMBER-i '"--·--7 t-P•-•-•::::•:-a•z,...E-t---:N_c __ J.;.;:;;~;.;,;'ss 1 1.c~· -"--~~.?"~--! ·01AM. oF sOLTs .. __ ~~---l 20" . I I" i 22 ,06" 31 i/2" :-, 4 3/4" 28 l/2" ! 30" 2* 23/8"/ I !/2j' 31.74"_ 45" 0 6 I 1/8" :,41 3/4" 3 , H 3/8" j 42, 75" • 55" i 8 ! 1,Al" 51 I/2" I l 1/2" / 48.75" 611/2" i 8 I 1/4" 58" 4 L.,__---',_J.., __ ~_..c._ __ ~-.__ __ J ___ -_, ______ __c._ __ --', * IN ADDITION TO DRILUNG SHOWN. THIS FLANGE TO BE DRILLED AND FACED rOR 30" 125 LB FLANGE CULVERT PIPE GROUT IN F'lE'L.Cl NOTE . . ·/, •• THICKENED MORTAR AT JOINTS NOT REQUIRED FOR !2" P!PE / -1 MORTAR COATING NOTE = TYPICAL ALTERNATE JOINT FOR 30" OUTLET TYPICAL _BELL. & SPIGOT JOINT FOR MORTAR LINED & COATED STEEL PIPE FROM CONTROL BUULDING TO END OF SCHEDULE I AND 30" OVERFLOW LUNE, AND FOR PORTION OF !2" DRAIN LINE .·· ', / 1 l, ,,,-.:------- AS PECIFlED SEE SPECS. NOT TO SCALE GRO!IT UN FIELD 5" MllN. SPIGOT RING CARNEGtE No. M-3SN6 OR EQUAL REINFORCEMENT CAGE·-SEE SPECS, ,~ T STEEL CYLINDER SEE SPECS. -·CENTRBFUGALL Y APPLlED MORTAR; POUNT Al"'fER 13ACKFILUNfi MORTAR UNiNG NOTE TYPICAL BELL & . SPIGOT JOINT FOR STEEL. CYLINDER CONCRETE PIPE TYPICAL AL:TERNATE JOliNT FOR 30" OUTLET FROM CONTROL BUILDING TO END OF SCHEDULE I, 30" OVERFLOW LINE AND 48" INLET FROM M.W.D. METER STRUCTURE TO CONTROL BUILDING , AND PORTION OF 12" DRAIN UNE NOT TO SCALE . --• . ,, . '.' ' ' _,·::r--"" ·, J REINFORCEMENT MORTAR: 301\f 48" P[PE- POIINT NOTE . CAGE SEE SPECS. AFTER BACKFILLING 12" t 18" PIPE- BUTTER BEFORE STABBING THEN SWAB SMOOTH • TYPICAL JOINT FOR 48" INLET AND , CiRCULATING LINE INSIDE ' RESERV01R,AND 18" AND 30" STORM , DRA!N LINES AND 12." DRAIN UNE FROM STA.3+42 TO STILLING SASIN, TYPICAL TONGUE AND GROOVE JOINT FOR REINFORCED CONCRETE CULVERT PIPE NOT TO SCALE • CITY OF NEWPORT BEACH, D i, z , ~ .Q □ < Ii: • .J SCHEDULE I o. ii: o• tJ BIG CANYON RESERVOIR z. "' •• w .z a o• .< .x 11-11: -57 .DATE-=-·==cc::z;=-i CALIFORNIA w "' MISCELLANEOUS DETAILS "' ~ ---~ $ -it 48" 49 V2" 54" 55. 1/2" i/4" 1/4" 1/2" 'i/2" DETAIL OF FENCE //. -✓ 2-.::>7' DATE -. p" ·-rt :P ~4~;::'- U/4" "-----l--1/2" POST FOOTING ,f48" INLET e 54" Ol.J'TLET iNSnDE TUNNEL THROUGH RESERVOIR EMBANKMENT DE:SJGNE0 BY R. 0 ~0 ~ CRAWN By R.B.D~ CHECKED ev_B: ~D _D < SCALE: NOTED SPE F ATI N CONSULTING ENGINEER JAMES M. MONTGOMERY SHEET 5 535 E, WALNUT ST. PASAOENA 1, CALIF. dF .n SHEETS !300 c=~-+-------------- Z90 260 ' Li:4~0-+------- FORM KEY 1/1/ITH BEVELED 211 X 411 7+00 AT CONTRACTOR'S 'OPTION A CONSTRUCTION JOINT MAY BE LOCATED BETWl!:EN FLOOR SLAB AND WALLS IJI/ATERSTOP SEE DETAIL, lrl·IIS SHEET GROOVE ' FOR ""t,-1-.... PIPE. BELLS . AT J_OINTS 6+00 5+00 16 1-2" .. ____ J_4 a;~-~ .-ALL •DINIENStONS·AND NOTES ARE SYMME:T'RICAI. ABOUT THIS i(i. EXCEPT WHERE GrliERWISE SHOWN SECTION I 'SCALE. 1/2"=1'-0" • .RADIUS 9" MIN,, 771 SECT~OIN H 6" SECTION rn AND m TUNNEL JOINT DETAIL SCALE 3/8"=!'-0" 220.00' 74 1/2" 1.D •. # 10 GA. SHEET GALV. CORRUGATED -., "-"' 45' SCALES HORIZ. !"=~!!' 200 .CO' J12,00' IlO' 15 1-10 11 ----- __ 751/411 _ -,--:.. 011 , ______ ------ 6'=011 ------·------·---------------i 18" --~1------- FOR SUPPLEMENTARY 'NOTES AND DIMENSIONS SEE SECTION i SECTION lL LJl/..zo• JOIITT FILLER 2" I Z" SEE SPECS. SCALE n/2"=1' -0'1 -,-.,..·-,--, ~ . -.... ~ ~ ~ -r' • ... ·~~ "~. ~......,......,,~,_,,...,_ ,,--...--,,,-....,-,.,-...... ~ ,CCRRUGI\T.EO HALF PIPES/ I I ' '---------, 18" ', _ WATERSTOP / SEE DETAilL THIS SHEET _,.,-3.'1l:8@6"(STRA!GHT) RADIUS 3 5/8" DOW-E!.S, SEE SECTIONS L n AND m 14" NOTE! = ' tO -..._ "' .170.00' ----------------->'II ------ 270 260 Y4" i1 PLASTIC WATERSTOP -- AS MFG. BY "'fECON PRODUCTS -INC." (6" "DURAJOINT") OR APPROVED EQUAL, A_!,,!,,,_ Qor-lNE:_(;H'ION$ TO BE MADE BY ---__,3i' HEATING. ~ ;;xr ~:'0_r ~ :::;:: ~ -"' = '° --_ _____l_ 230 NOl"E: WATERSTOP DETAIL SCALE (/2 SIZE JOINTS lf'l 12" , 48" AND 54" PIPES TO BE PROVIDED AT JOINTS IN TUNNEL STRUCTURE FOR SUPPL.EME:NTARY /' CORRUGATED HALF PIPE ~ 14 1/2" I.D. * AO GA.· SHEET 15 11 -1 = ID ~t5@1'2." 81-0 11 _____ _ --------i NOT'ES AND DIMENSIONS SEE SECTIONS i AND Hi SECTION m SCALE, l/2"=1'-0" NOTE: EXTERIOR SURFACES OF TUNNEL WALLS TO BE UNFORMED. CONCRETE TO BE PLACED DIRECTLY AGAINST SIDES OF TRENCH : ~~ 1/ TIE EACH SECTION OF CORRUGATED PIPE /_ TO DOWEL OR HORIZ. BAR WITH 12 GA. GAL \I.,, /2\ ,, WIRE -i--c-::-:::-=-::-:-:-:=--------------------1 APPROVED u_ i 11-1z-s1 • DRilLL 2-1/4" HOLE:S IN CENTER EACH SIDE OF EACH SECTION OF CORRUGATED HALF PIPE BY: _. Q;:;;3~. """"rg--tf-. ____ DATE"': 9'. /&---::, y~ DI.RECTOR OF PUBLIC WORKS I CITY OF NEWPORl" BEACH, CALIFORNIA PROVIDE MiN. OF" ONE FASTENER EACH SIDE OF EACH SECTION OF CORRUGATED HALF PiPE. MAX. BETWEEN FASTENERS 2' O.C. IN LET AND OUTLET TUNNEL AND CIRCULATING LINE 4" DETAIL OF FASTENER FOR CORRUGATED HALF PIPES I 11-/Z-o ... 7 --------· -l!J~ SECTION "A-A" SCA!..E 1/2"=1' --0" DESIGNED BY P,R, DRAWN ev __ P~,_R_,__, CHEcKEo a.,,_R. C .. K SCALE; NOrED SPECIFICATION NO. JAMES M. MONTGOMERY CONSULTING ENGINEER 535 E, WALNUT ST, PASADENA 1. CAL.lF, SHEET 6 OF 47 SHEETS \ I Ill i;, W i;> n.J n.J >-"' >-... I-I- 0 I "" ll6' -2" TYPICAL TUNNEL SECTION SCALE, i/4" = l'--0" TYPE ii 2'-0" I , ill" SECTION ,.A-A• SCALE. CUT-OFF WALL DETAILS I I I I I I I ' I I I I 8'+0" I I rQ -J 'i'-6.:.'.l'--:-f' I ! ' I i ' I/ ' I 'I . i rli -· 01 "' 1/ ',! I 1'$r / I ' / : ' I • ' 'r' I ' 11:-1 .. ' I ' ' -- I ' -"'J'r: \. , I ;,, ' / I I c, I // I I I 4. DIAGONALLY / l I / @ CORNERS-5' LG, I I I I I I I I 'l' 0 "' co NC.ANCHOR BLOCK 1: i::, ---1----'--- co rl ., ! uBu # 5 BARS 0 "' .. ,._, ,-,. I j; 8' "' OEBECOTE I ·R2 11 . <( COOCRETE AT CONTRACTOR'S OPTION THIS CONSTRUCTION JOINT MAY BE OMITTED IF SUPPORT !S POURED MONOLITHIC PIPE SUPPORT. SCALE. 3/8" = l'-·0 2 SUPPORTS FOR EACH Il2--FOOT LENGTH OF PIPE. LOCATE AT l/4 POINTS l SUPPORT FOR EACH 8--FOOT LENGTH OR LESS. CENTER ON JOINTS CONCRETE ENCASEMENT FOR 12.,INCH DRAIN LINE SCALE i/2." = l'-0" 5" MIN. r . . -------~ i COMPLETE COIL PARALiEL TO END OF .PIPE I ' GROUT IN FDELD MORT AR COATING BELL RING REfNFORCEMENT CAGE. SEE SPECS. -----;7'-'.·:'.: •• , .• 1-----r-:. . . . . ·:. . .. . . .. ',j ' • c·r·--C\J ·.'-<1·· - ~'-----1~· •~• C.c. =-:;...:....._•_•~· ,--,--,v•__".•C,__c__. :.:.••'---'~-+~~~..cL'li'-"'-'-~4'---•.:C., ..:___•.c..:•c.c· c-C_,__c'•~--_••C-'-';·,~·,d.' ..... RUBBER GASKET MORTAR I TYPICAL JO!NT FOR 48" INLET AND 54" OUTLET !N TUNNEL SECTilON 1/4" Ii'.. STEEL CYL!N ER SPIGOf RING / CARNEGIE NO,. M35E6 ~ CENTRIFUGALLY APPLIED MORTAR LINING OR EQUAL LOCK JOINT DETAIL FOR STEEL CYLINDER CONCRETE PIPE NOT TO SCALE 6" / SPIGOT RING ) CEMENT MORTAR 3/16" I[_ STEEL SKIRT ~/ CARNEGIE NO,' 3516 OR EQUAL .. PO!NTED IN FIELD RUBBER GASKET LOCK JOINT DETAIL FOR NON -CYLINDER REINFORCED CONCRETE PIPE MORTAR: FIELD APPLIED PRIOR TO POURING CONCRETE ANCHOR BLOCK -LONGITUDINAL REINFORCEMENT 48" REINFORCED CONCRETE PIPE FOR CONNECTION BETWEEN STEEL -t4 ~ ~~=r.-=~-;,=:::::::.:c=:=:=i:$;=;~-G/2" XIS" OD ~1 1 r _,_ WALL FLANGE - SPECIAL AND RElNF. CONCRETE PIPE SEE DETAIL A'f RIGHT :t "B" 12" DRAIN ETE ENCASEMENil ETAIL ABOVE ADAPTER ASSEMBLY FOR JOINING REINFORCED CONCRETE PIPE AND STEEL PLATE SPECIAL AT STA. 6 ~ 77.50 NOT TO SCALE 0 a I I Iii i I I I ANCHOR BLOCK GROUT !N F!EI..D -..... "' -=-----=---.--L--~ .SCALE. ·PLAN OF CONCRETE SCOUR PAD SCALE. l" --iO' SECTION "B:-8" SCALE. 3/8" = l'·-0" INLET DIFFUSER HEAD PLAN 3/;811 = 11-011 / 48" !NLET AND / ClRCULAT!NG LINE: 3" POROUS A.C. f'AVEMEITT # 5@12" 1211 i TY .' SECTIONAL PLAN SCALE I /2" = l ' --1)" DRAIN SUMP DETAIL MORTAR LINING SEE SPECS. 6 REINF, CONCRETE Pl~E ADAPTER ASSEMBLY FOR 48 -INCH REINFORCED CONCRETE PIPE AND 48-INCH STEEL PLATE SPECIAL AT STATION O + 97 NOT TO SCALE z CITY OF NEWPORT BEACH, CALIFORNIA ~ ~1----------------------1 t_, 1i! SCHEDULE I ,~ ~ ~~~ _____ B_IG __ C_A_N_Y_O_N_R_E_S_E_R_V_O_I_R ______ 1 ~ :"< ' f DESIGNEO BY p ~ R • DRA.WN BY P.R., CHECKED BY R' tJ .D. INLET AND OUTLET MISCELLANEOUS DETAILS l/-1:;: ~$7 -cc.::: -,=--7•,"-· ~···-------" ~---, ,-----. ,;::-_, •.c----.. •,_ ---" . ·; - SCALE: NOTl:P d JAMES M. MONTGOMERY CONSULTING ENGINE~R 535 E. WALNUT ST. PASADENA 1, CALIF. ' SHEET 7 OF 47 SHEETS SPECIFICATION NO. <I) ~ ,c I ~ -J p. ..0 0 .s:> 'Tl O"\ ~ -J I (.f.) 'I ' )\ I co~ l ' I I I I I I I I I I I I NCJfE: ,,.. -0 GALVANIZE AFTER.FABRICATION 2 -~/4"' X 12" HOOK BOLTS l ~ ~~~ --FABRICATE .FROM 1/2" FL ----::'.'-· ., · .. \ 'TO FIT GEAR ATTACHMENT----~--7 '-~ I 5" ' -.\. --\.._~ :Bnx4nxu2n Fl c;l ----3/16" \J • • • ' --------l 2" STD STEE~ PIPE v-• -----------------·1'-'Q>------ dl~ 1i2•~ B:~~~ ,SH~!~ ~~'~('.-~.RT I I I I -I I I I I ' I g n. ·:;, ~ ;;) + (I) "' IL <( V lii uJ --i---------..._ -□RAIN~ V, ' INLET AND CIRCULATING LINE 48" REINFORCED CONCRETE CULVERT PIPE. SEE DETAIL. SHEET 5 ,45' 1'0 'RESERVOIR eCON'TROL LINE CONTRACTOR TO VERIFY WITH MANUFAC- TURER'S SHOP DRAWINGS, ALL DIMENSIONS SHOWN WHICH APPLY TO BUTTERFLY VALVE AND OPERATING SHAFT PRIOR TO CON- STRUCTION 01'" INLET-OUTLET STRUCTURE AND SHA.Fi' GUIDE, .AND SHAL.L INFORM THE •. ENGINEER OF -ANY REQUIRED REVISIONS. ,.., "' 1-w w ffi w I.I.I (I) SECTION FLOOR ELE·i,\ \ AT WA~L 2! ~6~·J5(_ CAST CHANNEL IN PLACE OR DRY PACK 0 . I WITH CEMENT \"'I ' ' - ' I I I r 11D -D" 9 I "' "' I "' \.i , .... . EACH FACE 161 611 1..0 4'-9" ,.. '>------~I 61-011 PLAN VALVE STEM EXTENSION ,.,'!' /_"_/___,:1-t: f-: l -l'~: l ' : ,--:1;~ ::;E ;'.-<-___ ... 1:/ -r-(:_:;:·~ fol + l.sJ SEE SHEET 9 I' 9" NOTE. : ::--. KAHDR.<l,,,\L -~ G'I-\AH.J. Al LA.OO~R ReP.lAC~O _ :t,?Y _C.Hb,.t\..J. \.-.\1-.J.\".. fl;..NC.~ ~ GP..:f~. 'c'.>~a -s1-1. 'Zfl... 61-611 1--.-JQH 3 -"12 AND 3 -4164 Z ' TO CONTROL BUILDING 1:$ l--------_.;~-1--,-----+-_c_:c.....:-=;.:.;.c...c.;;;c...;:;...;;.;;;;:,.....:.;_;;_-t-'--'-~ _----------~ t ~ '· -· ~--1%1 -----. --------" I VENT PIPl!:I R!SE"RS a' ) ,, SEE SHE&T 13 1-1.!1.IIIDRA!L _J I 18" HANDWHEEL ii AND FLOOR STAND '7~==t1:-:-=t~:::t;,=.="E:i~ --------L.... ) -· L t "(.: ( I t I 1 FOR COl<l'r!NUATIO!\I / OF CHLORINE.LINE SEE SHEET 2 AND 9 FOR SECTIONS "B-B" AND "C-C". SEE SHEET lO NOT"E ___ DRESSER COUPLINGS INCLUDING BOLTS AND NUTS AND ALL , Fl.ANGE BOLTS AND NUTS. UBRACKETS, ETC. WHICH WILL BE UNDER WATER TO BE GALVANIZED. # 6 ~ 9" HORIZ . _di 6 @ i2" VERT. 3" USCOLITE PIPE AND \ FITTINGS, OR APPROVED EQUAI.;" 2" X 10 GA. PIPE STRAP WITH ( 2 -,1/2" P, X 2!' BOLTS. -f r ..0 --~-✓~~! 3it6" \] ~,__ I ___ ...,_ -,_-,• ~+--.' ' (( ,, ~ 3/8" FL-,-+-,,CJ-+ -l+-+--"--+-lH"~"':.--/24-ll-_-_/ #-2 -L. CLIPS 5" X 3 1/2n X 1/4" X 0'-4" LG. WELD TO fl.. IN FIELD. WRAP PIPE WITH -· 1-,-& 2." X .20 MIL P.V.C. TAPE ):.-'4-LL.!f-==t;----r ·· -· 11~ l!lf---- --•// vl.. FLANGE -~(-~- -. ;in 5,D. GALV. PIPE 1 ,-;_: 't:... 1--t-- ~' ----c---- DRY PACK 3 -P. V .C. TAPE BANDS BUILD UP TO !/4" THICKNESS WITH CEMENT '\'r:-:i.::-_i;==j:::~' \ _ . t,r THREADED PLUG -~, ,,1--..,-.... I • ' '1-e-" r 4'' STD PIPE ,·:·r--.: ["'"t· ... ' • - TACK WELD _}- ' CHLORINE DIFFUSER DETAIL SCALE I i/2"=!'-0" GALVANIZE Al..!.. FERROUS META!.. PARTS CITY OF NEWPORT BEACH, CALIFORNIA PLAN //-/.2 • 67 APPROVED , ') ) ) - BY : _ (J/£~c..-C-"~c-&rf-:_ / DIR'l:°CTOR OF PUBLIC WORKS If MIL -5 I CESJGNl?D BY_ p ,,R ,, DATE; -';?-(( ·,57 DR,wN Bv C.13,S. CHECKED BY p. R. SCALE: NOTED SPECIFICATION NO. /:: ,1 JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 8 535 E. WALNUT ST. PASADENA 1, CAL.IF, OF 47 SHEETS CD .£). I ,S) 0 J) "Tl 6' .t:s1 .J U) '9'-[" 2·-11 V4". 3" USCOUTE PIPE CHLORINE LINE I IO'' 0 !/4 "FL xl2"0.D. : WALL FLANGE ,,,----cuT-OFF WALL ,~, 12" ( -~~ ' + ,,-4" STD. STEEL PIPE DRAIN LINE I COAL TAR ENAMEL COATING 1% SLOPE TO DAYLIGHT ~-6" STD. STEEL PIPE SLEEVE; COAL TAR ENAMEL COATING • 22' LG. PLUG BOTH ENDS WITH MORTAR AROUND CHLORINE LINE. SECTIONAL PLAIN THROUGH VALVE OPERATOR STRUCTURE EL. 264.50 .--- 3" POROUS A.C. \ EL. 263 .. 50 ' ~z: t-- :::-:::.·..::z:::,-=-.~--:==-~~~~~$~~ ' 5'-611 ' -. A'< . ' ' -~~ •• SCALE: 3/8"=1'-0" 16'-6" GRATING; BEARING BARS I 3/4"x3/16" I 3/16" O, C. CROSS BARS@ 4" O.C. GALV. -AFTER FABRICATION, s di ~i ' "' 00 ,' 0 + "' 41-911 ------• -< 31 -4n I-(fl COVER, SEE DE"l'AlL, ,!;IHEET 10 I 31-011 4" STD. GAL';/, S7l"EEL PIPE 0 "' "' "' t . <( !ii 4'-411±- FOR 8" PIPE FOR 6" PIPE SHAFT. SEE / DETAIL. SHT. I ~} 2"x6" KEY 12" CAP (GALV.) ID" CAP (GALV. \ 0 I M o.c. 11 9' 0 " FOR DETAIL OF VENT RISERS. SEE SHT. 13 SECTION "F-F II 'SCALE: V2"=1'-0" \ ANCHOR WALL iO flE POURED MONOLlTH!C WilTH CONCRETE ENCASEMEINT VENT RISER N a, "' "' + . <( !ii SEE DETAIL ~;z. __ _,,._ AT LEFT EL. 307 .00 c 5/8" KEY '------STOP ALL REINFORC!NG "fHROOGH JO!MT H" q> SMOOTH BARS 18" LG. i:i 19 !/2" COAT HALF OF BAR \'1/f'fH GREASE SET BARS PARALLEL \'1/HTH c: , - OF SHAFT. L -SEE SHT. II FOR LOCATION o.c. 9' 5'1T 3'-011 3' -6" 6'-6lT H l/4" STD. WT. PIPE • GAL V. HANDRAILING POSTS,_ -~ -- ,it 5@. IS"- --- NOTE:. ------~~ _ HANORA!L f. CM.G.I\..J. ,;7· Ll).CO~R. t - F\\:f-1,L..ACE.D /a.y CHP,U..l 1.-H-J.K. r s~c:...E. ~ GP.. re. ~cl: !>1-1, 'ZA. POST INSERT SEE DETAIL. SHT. 27 EL. 302 .25 3" POR US A.C. !:; 0 ~ = 0 I[ --_,__ 311 • ·•!NV. TUNNEL EL. ~60_.48 T "' -· 00 -0. 0.. >-j I- -----·--- 'NOTE: .'FOR-SUPPLEMENTARY NOTES AND DIMENSIONS. SEE SECTIONS "C-C" SHEET IO SECTION "A-A" SCALE: I /2"=!'-0" V "' PLAN SCALE ; 1/2"=1'-0" GRATING; BEARING BARS 3/4"xl/8" @, I 3/16" 0, C, CROSS BARS@, 4" O.C. GALV, AFTER FABR!CATION., - / I \ COl'IC, ENCA EMENT AND CUT-OFF WALLS ~ CUT-OFF WALLS 20' O .. C. _ FOR LOCATION. SEE SHT, !I TO BE POUR AGAllNST UNDISTURBED COMPACTED BACKFILL SECTION NOTE. CONTRACTOR TO VERIFY WITH MANUFAC- TURER'S SHOP DRAWINGS AL.L DIMENSIONS SHOWN WHICH APPLY TO BUTTERFLY VALVE ANO OPERATING SHAFT PRIOR TO CON- STRUCTION OF INLET-OUTLET STRUCTURE AND SHAFT GUIDE AND SHALL INFORM THE ENG1NEER OF ANY REQU[RED REVJSJONS, "E-E 11 APPROVED /, .. IJ1 BY :_(_.{fl,c./c-/~f'.=-~c~· -~E~--_.'.~· .,~ff:~r·~e'_/ ___ _ DATE //-;z. -:!!7 -9---;(-6,--zt=__ _DI-RECTOR OF PUBLIC WORKS ~i ' CITY OF NEWPORT BEACH, CALIFORF-li~ ~N~ ~ ij:" ij \ii '-'t s. z ifil.s ci ~ 1--------------~-------------i ~ "' " ir SCHEDULE I ~:,; ~ 'I ,',-"<u ofu ~ BIG CANYON_ RESERVOIR ~:~~!,) ;:55 ... 1--------------"---------------1 .~i3~ g~ 0 INLET AND OUTLET _ ~1-~~u,-,," INLET -OUTLET AND DRAIN SUMP g SECTIONS SCALE: DESIGNED BY P.R. DRA.WN BY P~R, NOTED CHECKED BY R.D .D. SPEC! ICA ON 0. J JAMES M. MONTGOMERY CONSUL TING ENGINEER 535 E, WALNUT ST. PASADENA. 1, CALIF. SHEET 9 OF 47 SHEETS 0) ~ ~ I J) _p.. ~ '9 ..9 ::'jG" I U) \ ) . ' <1 1-, (IJ I f.'-611 :?'--61) 6'-0" 3•-011 '--l•~-------'--"'------~-1---------------.,..t------"'"1 'INLET AND CIRCU;,!s.A=-T~IN~G~L7.'IlN~E=-=a;:-------l----+---:c=----=:::l:::N:::L_ET-'=A--::Nc-:D=O=U:::T:--::LE:::T=;;;:ST::::::R;;;:Uc'CT-';;;;;;U;;;;R;;;;EtA-;;:;N-;;:;D---:::T-::U:;;NN-:-· E-:::l_-·-===--.,-----+--~-,. 48" REINFORCED CONCRETE CULVERT PIPE 48" STEEL CYUNDER CONCRETE PIPE, SEE DET~iL SHEET 7 SEE DETAIL 5HEE"f 5 D _. ~I 4'.-:-:1'1 __ --------_,,_ RUBBER WATERSli"OP SEE DET .SHT 6, FOR SECTION "E-E" SEE SHEET 9 0, , 48"BLITTERFLY VA VE ,1. 1:;i • ~ ~ / N . d , 1 ltl6@ 12" ~ / SEE DETA11_ SHT,;H3 .. ' : J s 5/B" o._o. x. 3/16" ', . lb ct SUMP f--___ :,_4'_'.'.0~"--~-l----4:,_'--"'0_" ___ .,_.,__ ____ .:c.6'__:;_0_"_+----+ l',6" '711/cov!:R SEE_ DETA[L-__(_ ' . -;:,_,. 1 ,. : ' WELDED !>TEEL Fi PE. GALVANIZED .;j 1 ---• ,jjc 6 DOWELS JS" LG."" 18" O,C,. 2--t114 • HI t HIIS SH'f. ·----. /),. :,_· "-c 6' ,;,, tJl ., r. C -_ ----~ • • • • 8 5/8" 0,D ·" 3/1 6" BOTH WAYS .. __ ..,....----:_ 4,:-· · · . --t -1 -~ 1 ·,-<I WELDED s,EEL PIPE GALVANIZED I -~----- • __ L I '•[/4" PL.>< 1·" O.D, l"L.GE <o 0 '". / ~ ~3" 3" • •• _ __j_ __ 1/4'' PL.x 14" O; .. FLGE " I -----' I -',c!t=::::--:=1'=-=-==-==-==-==-==-==-:;', tJ!:; ' I ~1 ,, 1 , ,---1--, BITTT;§TRAP 6'-6" ---R2" DRAIN LINE I / Ii /1: 1~ WEI ........ JOINT· -i--r -'I-"''"' ' =».i? \ I 1' ~-~ I ~ H':-:_6'' -. 2'-0" I . -r=-cr-I -I •• -~ -J "~., .. ~ooi A~c~ -1-ffe;~ l~•TAR jl - / ~ / . . \ ,_,.I_} ~li--1 i D8'' -1---»-_'3_l,()F'g_= o.=005"---->i- ___ ~ ----+-f-~l i l ___ _l~~~~JU \ ~-:_. -~---~. -------i --·----f ~~~~~-/ '. ; / \ ' i f t i ! j ~-~-}:·::::.~-~$ ~----3_,-ff_8':3~ (STR:!GHT} SECTION "D-D II L------,------~j--'=-'=~d-------------1 -_j ___ ~ ~"6 ,:,F ----; ~~=tm• ~· l7 :-:,,r __ ~-,a:4 "-,,,-DRA(N SUMP SEE SECTION c-c I / 4 -b CJ, () <i ➔l·G + + + + -::EE:H~P05FIT 11 • ~ B/40' _t ~ <l1'1 _ ! /J,,., /~! ·;;:,:t --+- l/2" GAL V. l'lOL T WITH 2 --~ UNIT PL.AHN CJNCH ANCHOR \ \~ / 60° TYP-, .non I~ 1· -:<J:.~~-----·--.---t-.~.·-:C('--· •. i I k !.', 710 tt 6@18" LYE¥:_/__ d:"L ; .'_6:-/ ~ rl27 ' ·-:<i· ~ ~\;~r, ~ 1_ '·-~ ff5@12" I !' 807iH WAYS J. . ,/,? ---,---:-Z.: I~/ ~ ~ ~ -~-E-'- 2 •• 7 • r.~<1 •-'i,'\___ ------1! I 3'' x 1/4" GALV. fl.. BRAC!{E"f _ ·"'·. • . . 1 (1/ '-L. " • ,u / ·"---3-#18@ 6" (, s-rRA m-11: • • <l 6-XI/ r : 6 ~o~~ 'Ii IIF6@R2"60TH WAYS .i/ 2 BE~-INTO \l'/AI L) GALV:. AFTER FABRICATION _ \: "' !:!OTH FACES 112" .JOllN"f f'!LLJ"R c::•>f ~.~·\iff 6@ ~811 --.,,;.-~ ~sn 41-on • ,.· C PLASTIC. WATERST-OP SECTION "B-8" SCALE i/2 "= ll '-0" NOTE, FOR SUPPLEMENTARY NOTES AND OIMEN'SIONS SE'€ SECTION "C-C" NOTE. p ·--· c,. ADAPTER ~. .. _.J i t:::::J' VALVE STEM • -'-' ---- i 1/2" x 6" __ STEEL PIPE SLEEVE WELDED TO BRACKET L 4" ' ·----------i" GALV. STEEL PIPE 1 ---:-<; VALVE STEM EX"fENSION STEM BRACKET DETAIL NOT TO SCALE GA. R. COVER STEEL PIN i" STEEL PIPE ,/ VALVE STEM EXTENSHOIN GALV, AFTER FABRICATiON \ , " CHECH: D!MENS!ONS \ i 3/4" x 3/16" BAR / AFTER BUTTERFLY ' VA,_VES ARE IN PLACE DETAIL OF HATCH COVER FOR EXTENSION BUTTERFLY VALVE GEAR ATTACH- MENTS AND ACCESS LADDER NOT TO SCALE NOT TO SCALE GALVANIZE AFTER FABRICAT!ON 'TUNNEL SEE SHEET 6 CONTRACTOR TO VERIFY WITH MANUFAC- TURER'S SHOP DRAWINGS ALL DIMENSIONS SHOWN WHICH APPLY TO BUTTERFLY VALVE AND OPERATING SHAFT PRIOR TO CON- SlrRUCTiON OF INLET-OUTLET STRUCTUFlE AND SHAFT GUIDE AND SHALL INFORM THE ENG!NEER OF ANY REQUIRED RE\/ISIOf\15, / PIPE SUPPORT SEE SHEET 5 I l2" r SECTION "c -c • • '.·o •. · •• b / ' STl:EL CYLDNDER CONCl'lETE ' •. c:: :· •. ~l PIPE OR MORTAR LINED AND ·. ·._. "'·· · t,'·-'COATED STEEL PIPE. JOINTS TO BE LOCATED AT' .JOINTS ON TUNNEL STRUCTURE NOTE. FOR SUPPLEMENTARY N'!:'1'ES AND DIMENSIONS SEE SECTION "B-8,; ~ APPROVE}; ~7 i / , sv : • Kz "'::.-1=:>""' .1:,'-6- // )li'RECTOR OF PUBLIC WORKS II -/Z-;p7 DATE : ~---:3~:Z- CITY OF NEWPORT BEACH, CALIFORNIA t:1----------'-----------------f ir SCHEDULE I ~ BIG CANYON ·RESERVOIR al----------------------------1 INLET AND OUTLET : INLET-OUTLET AND DRAIN SUMP DESIGNEl:l Bv_E:~- DRA.WN EIY·-~P=.R=•-1 CHE:CKEC By R~C.K. SCALE: NOTED SPECIFICATION NO. SECTIONS I/ -/Z -51 ~ ATE --,_~-£--~-------19~'""-:f -:f JAMES M. MONTGOMERY CONSULTING ENGINEER 535 E. WALN UT ST. PASADENA 1, CALIF. SHEET 10 01' 47 SHEETS I S" MIN. TACK WELD . , 1 I I i I I ' I I I I I I i I I i I -' <t_ SHAFT:--, -Ii 1 1··· I ii: 1 I I I I ' ! I I ·/ f 11'111/' rn·I/ '.11 ! I I 1/2" TURNED. GROUND ,a.ND POLISHED STEEL SHAFT . "' I ii I I '' I ! I I I I 11 I/ 11 ,~/ 11: /1 I II ' ,. ,.•~:,, ~,,.'· ~~-. <:<-~~";:;;:~-----·~\,, ~~ ,_ . ' ' '. ,_, . SHAFT COUPLING JO' o. c. 1/2" DRILL THROUGH REAM FOR NO. 9 STANDARD MORSE TAPER PIN. 2" LONG _QI 6 fl - 5 I"~ SMOOTH BARSBl9 V2" o.c. C SEE SECTION "A-A0 SHT. 9 --- -•~·") -~ ~·' ~;,,,y,,,,~· -'& • ,. '-.o/,/1<;,)j~~ )i \< ' • _:_::__ 1/+--,2 " • • I ' 'O -~ t6' /~ 7/2" ;( 7/2" l'-7½' I'-7/2' /!.6" ----P, -~ ' SECTION SHOWING THROUGH LOCATION OF DOWELS EXPt\NSION JOINTS • [2~ 7 7/8" / 4•-8 J/2" ·, I BEVEL\ GEAR I ATTACHME\ I I SCALE FOR 54" BUTTERFLY VALVE --/ FOR 48" BUTTERFLY V~kVE'../ ·V .. . . '' ~ .. I, II I' II II I • ' ,,·.. · .. "" • t: • • /4 •• ~-•• ,I •• "' •·mlY'PACI<: ~ • .'. ....,.,, • ' A '~: • "· • ·& •: ' .p' • ~ • • .••• ".. • • '~ ' . '4. . . 't,, -" . .,··'_,;_·, ::.~ .:. :'.:-v l ,Btrr'IE-RFLY .VALVE. 11:ilLET''A'lilD etn-L£T "STRUt.'TllRE S£E'SFITS. ,8, 9 AND IO SLmTEO HOI:;ES . tN· ·BAEE 'I'm .. Lll'l'EAAL •Ml:llJSTillEf•"T SHAFT 9' n 4 7, n SUPPORT SEE SPECS. SHAFT DETAIL SCALE FULL SIZE f-llGID PILLOW BLOCK. TWO-BOLT BASE. TYPE "B" AS MANUFACTURED BY STEPHENS~AOAMSON CO. OR APPROVED EQUAL •GALVANIZE ::AFTER ·FABRICATION • !311 LG. 2 • N\JTS FOR llERTl'CAL ADJUSTMENT DETAIL i I -t I I I Jr I -., :i I ~)~ ---1- 't> Q I It) I I I 6 INCH VENT PIPE 3" CONCRETE 'ENCASEMENT SEE DETAIL SHT. 9 ---+---"10vi~~-+--{---j--~ ';I-"' <'} L 2 !/2" EXTRA STRONG RED BRASS PIPE SHAFT HOUSING --- _8 INCH VENT PIPE PROVIDE EXPANSION RESERVOIR WITH OIL LEVEL GAUGE AND THREADED PLUG OPENING ON TOP ELECTRIC MOTOR ( OPERATOR AND FLOOR STAND ;,i·:. • JI·=- . ,/;: II VALVE OPERATOR 1 STRUCTURE A SEE SliTS. 8 AND 9 f 16.92• TOq_ ROADWAY CONTRACTOR TO VERIFY WITH MANUFAC- TURER'S SHOP DRAWINGS·, ALL DIMENSIONS SHOWN WHICH APPLY TO BUTTERFLY VALVE AND OPERATING SHAFT PRIOR TO CON- STRUCTION OF INLET-OUTLET STRUCTURE AND SHAFT GUIDE, AND SHALL INFORM THE EN.GiNEER OF ANY REQUIRED REVISIONS. EXPANSION JOINT DETAILS APPROVED SCALE l"=l' .. D" z BY : /U;;l ✓ ,f .. i . .J/f/-· DIRECTOR OF PUBLIC WORKS CITY OF BEACH, CALIFORNIA ~ 1--------------------------------1 ~ SCHEDULE I u : BIG CANYON RESERVOIR Cl---------------------------------1 INLET AND OUTLET . BUTTERFLY VALVE SHAFT DETAILS 1 .' DESIGNED BY P.R. DRAWN BY P~R~ CH.ECKE:O BY R.D .. D. SCALE: NOTED SPECIFICATION NO. JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 11 535 E. WALNUT ST, PASADENA 1, CALIF, OF 47 SHEETS <n -:E: z: :-i I -.s::,,. ...0 0 .D ..., ~ .p:.. ...J I <.P 260 Cl MIN. WIDTH= --o .D. OF PIPE + "'" I <, N 11cc-Tfl= . .:5 COMPACTED BACKFHl-\-.-~- 1 V 1: w 0:: i: NATIJ!lAL GF!OIJND. _,..-- NEOPRENE CONTROL CABLE ON 611 x5rr SAND BED. COVER WITH 2 -l"x4" REUWOOCJ BOARDS SEE SHEET 29 . SECTION NOT TO SCALE n ----------- ::: ; 0 I SEE SPECS. FOR ALTERNATE TYPES OF PIPE --GROUND SURFACE / 2 ___ PROFJLE OF 48 INCH SCAL.E. HORIZ ~ ll11 -201 VERT. I" = 8' PIPE 3 290 280 DESIGN PRESSURE OF PIPE: 110 PSI STEEL CYLINDER CONCRETE PIPE OR 4 MORTAR LINED AND COATED STEE"'L _________ _ PIPE ,,,,---GROUND SURFACE 30" PJPE -S=i-0.0008 . --A --------ill . PROFILE ---30 IN. Pl PE SCAl.E. HORBZ ~ I" = 20' VERT. H" = 8' £ STA. 4+50.69 _MAKE CONN_ECTION WffH BUTT STRAP \ 290 '230 270 260 280 \/'., I('/ \\ ,; ~ II} 1i -..,..,~~ 0: :, . ·. ,,,... Q f, SECTION "A-A" CONCRETE --THRUST -BLOCK SCALE. i/4" = R1 --0" CONTROL BUil.DiNG SEE DETAIL,SHEETS l1 'tHROJJ.GH 29 \ \ -IA \ STA~ l46+04,29 MAKE'-CONNECTION WITH BUTT STRAP • STA. 145 + 19.lil OUTLET LJNE" STA, 3, li7All INLET LINE (i:1.~;.) . .1 • 3S045'40" LT. J 7 l. ~--.. 1--~ ~ ~ CITY BENCH MARK: CHISELED CROSS ON TOP OF S.W. BASE BOLT OF VENTS OFFM.W.D, • MANHOLE. THIRD MANHOLE OF EDHSON SUBSTATION __ ELEV. 276.054 _ U.S.C. AND G.S. DATUM OF NEWPORT BEACH, CALIFORNIA 5 o a j z tJt--1-1&10 ~ 1---------------------------I o: SCHEDULE I tJ ~ BIG CANYON RESERVOIR a 1----------------....:.....:.~....:.-------I _IN LET AND OUTLET WEST OF CONTROL BUILDING. c£s1cNeo ev:K.S.W~' DRAWN BY K.S. w. CHECKEC av .. :E .. R~O. NOTED SPECIFICATION NO. JAMES M. MONTGOMERY CONSUL TING ENGINEER 535 E. WALNUT ST. PASADENA 1, CALIF. SHEET 12 OF 47 SHEETS ti) ::E: :i: .-t ' -p t..::> .D 0 ..0 "fl IS"' ~ . .JU) 11'6@12" "' - NOTCH APPLIES TO--'j; 'J• THIS END ONLY -, ".' -~ --~· ..----1 _ _,_:;:_:'~2~~-'v.: : : ,;, ·1 ~ ~ETA!L ------------------t,;;-=-;;;;=-;;;;;;;;;;;9~;~~;;-i9f-~9F!R >~1--=======---·=-=-C. C _,,, 11 ~ . C .t? .• ' ~,:"., "S @ •2" 2 "X6" KEY. TYPICAL l t • ·11,,,......1,2 x 2 x 1/4 _GALV. L, _CONTINUOUS "-,41. ~-~zn R,, r:.; __ El... 302.40 ..;f ·3/8"xl0" GALV,:...,_ ANCHOR BOLTS ·--.... WEl,.DEDTOLS .,_-.:-· ·',' 4'-0" o.c. _,,._:',--'-•--I\'··'"'·· ~ 3/ll6"Xll '3/4n BARS ~3/S"xl" BAR WELD (DETAIL :: f It). I: ,. I "' I "' I i2" I SECTION D-D • • • • • -., --~--· >--~--·-::cc:c....:;,:,=--c_• - --- SCALE i/2"=ff'-0'' 220 f I 4 • 12" -----'I / I ;2 ... ( </ -24"x24n HATCH C\I (HINGED SECTION) '-3" WIDE ORA IN @ 2' .. Qrl 0,C, SLOTS . DETAIL "F" GRATING I ~--... --~ - BEARING BARS . 1 , _.,_. , .. ~cc_ ['5s;_:._:::-F::C-c:::::tf':;J~~--:cJ::C:::::"=i,:;;m;cc::;5'n. SCALE I" = I •-0" PLAN & ',STA.3+07.,.'5 3/16"XI 3/4" 2. 1/4'' o.c. \ I ~=-•"----- 3/Il6"~:~~~R ~:.~.c. ,j · _, -~~------~f-l b ;:,j' BAND EDGES f __ ::1rr__ -~c...=:::-•a-_-:-_-:---·-~ ~-'.Di"' "GALV. AFTER FABRICA-[---_ ~=7---_'-:::i TION, LIMIT WEIGHT OF =, _:'.::_f,;;;;;,-.,:'.'11:'." =--::i.---n:::~.:-.. Q -- - ---· 1: j _._.1lb ------R ' I l j ~, ---gll· ii"' i ! I DI!""-'- STA.3+23 .5 ·- <•--·--·-·---~ SECTION SCA.LE !/211=I1.--0"-· ~ _.,3n WIDE DRAIN SLOTS 1 • SEE DET. "F" TO L.EFT ) 48'' PIPE 2-#c5 EACH SIDE CUT -OFF WALL -T .., •48" PIPE ( ( ~48" PIPE PROFILE OF A -A OVERFLOW HORIZ. I"= 30' SCALE·: VERT. l"=iO' SEE PLAN I SHT. 14 LINE SEE DET ."F" TO l-EF7" GRATING SPILLWAY \il.S. AT MAX. OVERFLOW= 304.17 #U'>J_MAX. W.S.=302.40 , MAX. W,5. EL.=302;40 (I) w it' ---------------------_ 300 290 -----1270 "" SECTION G - I DETAIL OF VENT RISER SCALE !"=R'-011 ~5@ 92 11 3" POROUS AC. ;; 3:1 PAVEMENT -------~ , ,r i. !t:' --1 " ~ ~! z • l..E..."-1 I~ SECTION c-c SCALE f/2"=i'-0" APPROVED _ B'( • _-J{;:,7 ~,:_,c __ ) _,,,_//f:_ -• DIRECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH, 11-1-z-57 _DATE (fe:..;-1',6,--f,-"l- CALIFORNIA ~ ~: g ~ q ! ~ 1----------,s::-c=-=H-=E=ou~L-::E--,I::-----------i ~ ~ lil BIG CANYON RESERVOIR ~ ~ ~1---------------------------i ~ .,/' ;:, ·"" ~ ~ '-1 '-' DE:SIGNE0 S't' R • S, DRAWN By R s CHECKED SY R,,D~D 0" SPE Tl SPILLWAY AND OVERFLOW DETAILS SCALE: NOTED ~"·-·---'-l'l, - - / / JAMES M. MONTGOMERY CONSULTING ENGINEER 53!:> E. WALNUT ST. PASADENA 1, CALIF. //-IZ--"''Z, _, __ .,., 7'...-::----r9i-"' SHEET 13 01' 47 SHEETS I I - ' \ ' '\OR CONTINUATION \ SEE SHT. 2 DRAINAGE DITCH NO. I HEAD WALL PLAN OF DRAINAGE CHANNEL AN_ Q . .L~ . A.N Q .. J9c-Ll'LCJ-J . -.B.~~ c:cfl:c--::·~~IQ BM __ 9"BttNcc~,:") SC!'.LE ICJ'-0" -• -- ..-NATUR,\L GROUND STA;(J-1-00 TO STA.f+68 6"1 """ii"' ' ' VAR\ES FHOM O'-Cf'1 TO f)'-4,:7/iF / V.~,J-1!ES FRt:M 6' -011 TO O' .on --, \ 4· 11 SECTION PLAN ____ , _________ ,.., ...... -------------- a· MIN. ........ . --~ TYPICAL CROSS -SECTIONS THRU DRAINAGE CHANNEL r ~\~ OF ORAi NAGE • f?E!NFORCED CONCRETE P!PE DRAINAGE DITCH NO. lc30" DIA. DRAINAGE DITCH N0.2·d8" DIA, DITC!-l HEAD WALL B :r -- - ,_ --------------------------·· ----------- ' •_\ : ____ -.s:.i..i ··•·-- l~j '-' __I - - ·-----·----------• -. { SE CT I Of\J -zaJ,_, ,,_ _ ______ ,, ___ , BACKFILL NATURAL. GROUND i -· -----'-~-~---- /. G' .,.,G1!,~-tt.!Ox .iw WloLDED WIRE FABRIC . l ~_f:r::JIC~- { -·-r I . .I .. 1 I 8-B i'),, '{ .. "' APPROVED BY .. DIRECTOR OF PUBLIC WORKS z Q CITY OF NE\i\f PORT BEACH, CALIFORNIA K:1-------------"' SCHEDULE I " ::'l BIG CANYON RESERVOIR D -•--··- PAVED CH ANN EL /~MD STOR~/4 DRAINS I g PLAN AND DETAILS 1--'--'-IT+-~4-.. -.. --~-.:::::'--:..·-.::···.::·· .:::::;::=·=·.::·•::· .::··-::·.::· '=====-~:-· •-.:~~.----DATE. SCALE: JAlll'lES M. MONTGO!v1ERY SHEET CONSUL:nNG E.NG!Nr!ER 53!$ C, WALNUT ST. OF 47 SHEETS SPECIFICATION NO. '-------- -----y -- ---- .STA. 0+0/,4 B·EG/N 2 11 M/N. VV/£/E.P HOl..£S C':? 10 1-o"c.c. I I I ry I/ STA. 0 .,.03.6 Sta:GIN "" MIN. WE:E:P 1-10/..E:S e IO'~o''c.C, TRANSIT/ON BOTTOM \Nll)TH FROM 22 FT. TO /6 FT. CON T/NUOUS _-G,czAVI:: !.. F"ILl.f:D TReNCH _ ------ "" .STA I +68 END GRAVE:/... FIJ:.LEO -TRENCH PLAN OF GUN /TE LINED DRAIN AGE CHANNEL 1 _ GRAVEL FIL!..E:O TR[;;.N_CH CONT. ~FROM STA. 0+00 TO .STA. I <-6d 2,1 l ·su ~ -- -::: --- ..<;;,-4;...-;----~:=.-_-j ~ ~- ~;:;::.;;;;;~=========~,;;,:... DRAINAGE C·,'-IANN£L -CROSS SECTION -'2 1/z'' GUN/TE ,:.IN/A/$ rl?OM S14. O+CO TO_ 6'T,4_ !+3:Z.S I/NP STA, ;,-4z,5 TQ $7:4./f-68 S '' G//,V.IT/£ J.ININ'ti FP.OM STA, 1-f:3:Z,G TO srA. ;-,.4z,s ·pEA G'RAVE:L NE:: LAY1=R UB FE:LT ~ ~ ~ \\I FORM WEEP HOL£ WITH TA PER£D WOOD PLUG (TO SE: RE.MOVED) ,, ' WITH SIDE SLOP/;;, -------VARIES l WEEP ----/ HOLE DETAIL JAMES M. MONTGOMERY CONSULTING ENGINEER !535 E. WALNUT ST, PASADENA 1, CALIF'. CITY OF NEWPOR1 BE:ACH, CA-LIF. -SU Pf'. ·:oRWG. SCHE:O U 1-E I "H 4 BIG. CANYCJN RESERVOIR '-'-T.I q-22.-se !>RAINAGI: CHANNEL WEEP HOLE.S No S=--J SECTION 1-.:.V.:..A.:..R.:..iA:.:_B:-L:-E;.." -L-________ __1§6~-n H-68 TO STA.2+IO ~ --· ~ • ~5 @. U2" BOTH WAYS SECTION "c-C '.' B ,::- PLAN REINFORCED CONC. PIPE: DRAINAGE DITCH NO.1=30" DRAINAGE DlTCH NO,2=18" OF PLAN OF GUNITE LINED DRA1NAGE CHANNEL TYPICAL CROSS -SECTIONS THRU DRAINAGE CHANNEL ~_N P ... -Lft .. AN J}._J~~tt~".1-~-~,: ~ ..... ?J9~~---~-R ALNS - SCALE 1"~30' DRAINAGE ~-REINFORCED CONCRETE PIPE DRAINAGE DITCH NO,Ja30" DIA, DRAINAGE. DITCH N0.2=18" DIA,, DITCH C f5 HEAD WALL • / SCALE: OESIGNEO BY'..Ll...J.!..Jb!."-1 OR,a..WN ev,_--"'"-"""'-1 NOTED SPECIFICATION NO. 8 T DAT - II ~12<7 CALIFORNIA DAT SHEET JAMES M. MONTGOMERY CONSULTING ENGINEER 14 535 E. WALNUT ST. PASADENA I. CAL.IF. OF 47 SHEETS I I • 1. I f \ I i c,, ~ ::c I :-1 C F'ABRICATED STEEL LADDER SEE DET. SHT. 5 3/4" GALV. BAR CAST INTO WALL SEE DET. SHT. 5 ---·-- ------· - , SLOPE 2:J ~----111---- ;;, J "' - ~ 3+2" • I ' --'"'""""' , • I 7 i..L ... ..,.._ ________ ~l2_'-0". ..... -.... -············--·-·-.....I SCALE ~ J/411=F' SECTION c-c SCALE ' 3/8"=1'-0" 4" VENT PIPE DESIC:!iNED B'I'~....,.!......_ DRAWN BY R.S. CHECKED BY R .D .D SCALE: NOTED SPECIFICATION NO. ~:;;L --,,,, "ti---· D _::s- CALIFORNIA . , . I/ -/~."-;S/ ATE -~,r-----1 .E~-- ' SHEET JAMES M. MONTGOMERY 15 CONSUL TING ENGINEER 5~5 E. WALNUT ST. PASAOENA 1, CALIF. OF 47 SHEETS \ ! AVAILABLE SPACE FOR DISPOSAL OF EXCESS MATERIAL ::-:-, ~~:-~~~:----------------·· -·· ---~------i'__ =-----~-~__:_~-~-~; ~~--~ ,~ _/,, f:Sl~% ~:~::,;,. ~ \ •,.. ',,,.__ •-, ---··----. -·--------------~--~• • "lLL • EL. ··3···'·0·· .5 "'~ ·-----...,, -,. ' ',,,-0 , ____ '---.. .... _..__ __ --~ -------~;::::::~".,..~,--=-~-------------~-----. j ·~ ........... ,________ --· 3\A -------~~ ~ 201 /NATURAL GROUND / 2'-0" MIN. FOR DRAINAGE DITCH No., To t3'.l·• MAX. • ,;,/ ";/! 0"'1,; 11 . I --._ ~-:: \·--.. _ ____--"" _ --------1r-~, _ _j 1'-6" MIN. FOR DRAINAGE DITCH NO. z 11 5• BERM .. ..,,-r/7•;";// :f,;,~·-\s\..' 20' GATE~ _,,=~)<-->•~ 0 ·_ • ___ -----..____ ~--------------• ~-------_::_:=.~:J::==E~~:§-~~~-:::::~i "' -1,=-_,, ,r-c ---1-,ol..OPE 2% , / ,. /.~ ·-~ 1 , ,. "'£l'.. -.__ , ----~~ _ , £2 n/--.:Cf/;<,------;,,L--Abs~~~:::;z;;,:z:,,,z;;_. ,a;J, 1.f.J._L~7'(_ , ~ ~ ~ • --1-~ ~----·~--/, '' ~~'\)\~ --_ _ _ -, __,,,, _,.--TOE OF ; ), :'</ ' • -~ ;, , '-,, ;e::= --;.:: .•••• >---•------~~"cl ~ ~----..;;-·---; 308 ----•-. ~'\_(\ ~, --*~== c;--,,..,. ,,..,. ,,..,. RESERVOIR//( -~dl ------•• ___ \'"··, --~ ··--.__ --_--;;;;.----· ____ ••• • .BLADED .. ·.•.• .. ••·F_·.,· ....• _·_ =-----ZW.ALE _:.LADED ·~ . .---.-~-::,W,•.~E ------~-\\'\. FILL •• 'iO.'-_.,GO. A_ .RSE RUB t>LE . ., , ---~· ;;;,_. ~-• ..----__ __---. . _ ---. ... ,.. '--~~ --. 2:1 SLOPF .1.,'-,f'fo'/,1,/~ r,,y~o/.f •2:I SLOPE , -COMPACTED FILL , ,•, ··o • ---~ ~ ~~ • .... .. / ---------. __ :--... .. __ -~::_, ~-----------·•,,___ \. B'-O" . ,1r j.,, • £' ~' .---.k ----=..c--..:..... --. ..,""""" 5:o-:-A·:-:;;,,, -------·---__ //~-~-~···,·-~-1---+--------··=-=-~:::::::::::::::::::_==---/"'.'." .. ~.""--="sfro~s~-~--;·;:_::::_;::z:::__ __ ::::;;~1~-i-~::::::::·:::--:::::-,._,_ ~ "'"-6IT THICK BY 2' DEEP / ... / _ ------------------·--',, ----~-JA~IJ.-.-...PI. lb,l-~-11'~:E----+---->,----------'" ~ ------~~---">..~ , ..... , TYPICAL SECTION OF DRAINAGE DITCHES WIDTH OF CHANNEL/ ~-:-:-rr \ ' ·c.i,JE cg,: RES:ERVOU~ iP[Ll, --------------• ' --....... ~" ~ CUT OFF WALL ENTl~E: . ; '' 1 ·,, ,-. /,,.-_ _ __ ... _.........--• ~-~ ~ \ • • • 'l- ;i~~:::-il, -PLAN PORTION OF DRAINAGE DITCH-, NO. • ~------::--~--~:::-:::;-;::>/ o ~-- 8 .., • ---.\ ... S::?" NOT TO SCALE 320 JOO 280 SECTION "D-D" NOTE; FOO CON"ff NIJ!\T [():'-, OF CHANNEL r-·'-'"tii;,~ .'!1 sc,uc. •·-· a,; J~ ""'" '1 r i\ \ < °: ,i .J FOR CONTINUATION 0 t~--------~--)_----; ~~------------------·-------------:1~·---tn1-@ , ~ tis : ~ g;11;~-~---·+~-------_,-=~-· -+------i oO at!)~·' 1----!-i 1 CQ"'-1' (g-:z:-.•! (.i}l!J1 }-.-1 I-W J \W) w w ll)ll;JJ ----~, <!) z 16 --'.)'5 • _ -o_,o _ 15 14 13 i ...... -----··-· ...... 1... ...... S= --0.0093 l_ 12 II IO 9 D R A N A G 0 7 6 E D T TRA -~~'i,L G~~DLEY ;.;~~~ NCT -:.R~ S=-0.0087 • SIT!ON .18" .TO:::_ .... PTH SEE Pf!<OF!LE ABOV. --L. ~ ... l ..... _______ : ..... ~~~-·---------- 5 3 2 0 CH N 0. 3/JO 2ao 260 ~----~-F-. _S= -O.IOI 2! z .J w !:: SEE SHT, l 0 0 . "' "' N to 0 "' . . 24 290 270 ------- 2.50 ----..... ... . s-f-------,f---.....1 240 I 270 IN .L'INE 230 ' 6" DRAIN LINE 260 250 Z50 :S'TILLI G BASIN, SEE SH • 15 ·1 230 ' .. SCALES-VERT: !"~DO' 20 SEE PRCOF1 LE OF 3011 ANO 18" R.C.P. STORM DRAINS BELOW ' ___ L 2! DRAINAGE DITCH NO. I HORZ : 0",;,20' 20 21 19 z -- I 01!.Jl'l!!T!:: LINIH0 Cl r-•-----"-'-'-"-'-"'-':::_:.::_c:.:._···----.. ~•-1:--- e;! ruii ! -'!aC\"";f Ji.~ ,.,..,,!U':> :N ..:, . -Ii= ..J tf; l.Y 19 ! ... -_ I •---.-- 18 p z z Cl Ill Ill 0 oo 17 R 00 "' .,-. + ---L----"' "' "' . "' <· +-.J ill l,.J 0 __ Q-i_ Oo 0 .. ,. . N-, "' .,, • N < . I-.J II) w 22 -------------------------- 5'~ -0 ,ozss 16 15 F L 0 .. "' .,f, ·• " "' -"' . "' E 100' !4 s 0 o J.n ---------··------+ •9 , 13 0 N N -"' • N <( • I-_, ol l<J F D R l! 270 260 250 240 S= --0.0107 A N AG E IO 9 D R A I N EF" -0 ,OS 12' . J:a'.._ 40' 40' ?.30 PROFILE OF R. C. P. STORM s,;:,,,J.ES NOT.E~--- VERT, l"=iO' HORZ: 1"=301 OVE'.:R-EXCAVATE 12" 'ANO Fff:PLACE WITH COMPACTED GRANULAR MATERIAL FROM STA. 1+32,5 TO 'STA, I +42,5 /2\ ' zo DRAINS DI T C H 7 fi 5 A G E D "' l9 3!0 290 N o. 2 3 2 T C H E s ----- 270 260 250 rn 17 GUNlTE DRAINAGE DITCH • NO. 2 ~~ ~" ~~ ~<Ii ~ ~~ ti----------------------------1 i~ ~ SCHEDULE I -~~ ~ BIG CANYON RESERVOIR CITY OF NEWPORT BEACH, CALIFORNIA ~~ ai-----D-R-A-IN_A_,,GE,,.-, -D,-T-CH_E_S ____ 1 ~. PROFILES AND SECTIONS ' > ,""')(_, ~ :--... -;-fl: -"~•' // -/;,,· -c-7 __ DATE_.:, µt € -t-st ---- SCALE: SHEET DEs1(';;NEo evR~D.□~ DRAWN av R B D CHECKED Bv R . D ..... D , NOTED JAMES M. MONTGOMERY CONSULTING ENGJNEER 16 535 E. WALNUT ST. PASADENA !, CALIF, OF 47 SHEETS PECI I A o_ I ! \ I \ \ \ I (J) -------- .., j SECTION "A-A" SECTION II B-B" T E I L l p L A N SCALE ---·-------- r : , ~ l _L • I / ' --------,-.Li·~ / ~,, " \ ffi L ::, . A ,2 --(r· C I .: . t+--=+~--1 b !'t) 2.3T-on 1 61-oi: ~-1 \ ' I I j-\ \ "' "' CONTROL BU!I.DiNG 6" CONC. SLAB 91 -011x~o1-on REINF. ~ 3@ 12" BOTH WAYS IN CENTER OF SLAB, - ~L----I 1/2" BLACK IRON VENT PiPE 2" x l/4 " GALV. STRAP ANCHORED TO WALL 5' 0.C, PIPE 5'-0" i20 GAL. GASOLINE: FUEL TP,NK SECTION 11 D-D" SCALE 1/8 = !' -0" . I --~ IC --- !i ! ' C t-I I t ' ' -C ' ::? ' ' -~ ' ' ! ' =T ~ -'.N I ------ 3/4".s= i GROUND SURFACE:_ . £ .£ ( 1 -- -l 6 .. v,c_,f' .. INLET PRECAST"NOTTiNGHAM11 ( DIVIDER BOX ANO LfD ' . <l. ,tJ""· ,{l ' ,:I, NOTE: PLUG €NOS OF' 4" V .C.P. LEACHING WITH METAL. OR CON LINES c. PLUGS ~ •, . i,' ,- i s'l _L '=-~¥'-----,--1, ,!l : ' ... ,,, ,,,. 4" V.C.P , OUTLET . ' -~ le: ,:~~.. ··: I SECTIONAL PLAN "' SECTION "C-C" DETAIL OF DISTRIBUTION B.OX DESIGNED St'R. D. D.' DRAWN Bv,~~~"cl • SCALE: I11=l1-Qr_r APPROVED BY ( :k? -L/4~0.fi'f,:_ ---~--• DIRECTOR OF PUBLIC WORKS / CITY OF NEWPORT BEACH, //~/2•.57 ,OATF, «;? /&. •5'.;h CALIFORNIA , CONTROL BUILDING -SITE PLAN II-I:?: -57 O"'-, 4 •:.;; DATE --z:::_ ,-.;r,7~-:l§.--r ~ SCALE: NOTED JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 17 535 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS SPECIFICATION NO. : i i \ I I \ T " / 0 "' "' ~· "' " <l ~ :::-.;: C, 0"" ' k,._; ;:: I \j ~i~ i--: <i -e, 7/a 11 ", i,.; "' .0 I ' - • T \ ' ' I -\ / ---. ' --7---_, I . , I ' . 'f' I ' ' 0 I . ' )', ., I . -, -I i I"-, / 001 / ! , f------ ' ,/ . 0 ' ' ® -4 REQ'D _, cl ' -® -2 RE _, {'/ ' ... • "---FLOOR LINE r--r/ _: ,8_'3/&'. -l,j _'!,:'.;. ~ '"1/g" I I r-----, ; 0 ® • ~ r REQ'D ' ® ~ i~~Q 1 ---------..:::_ FLOOR Ll~N~E~- 4 REQ•D I OBS. GLASS IN LOCKER RM. I I' _,e;',11'1/~ ' -.I I l'-tfl. j , . ' ' I REQ'D 'f l ---~_j__ ~-FLOOR LINE I' I ~l _ ~-- . 6"xi8" LOUVERS I 3/4" WOOD .SLAB DOORS @.1 REQ'D DOOR AND WJI\JDOW SCHEDULE ,SCALE: V4"=1'-Q11 • ?>/4" l\x4•1 3'/4-" .,.,_ t 1/4'1 ~ ~o <U ' ti)* JAMB ,\SOUTH ELEV. J 9 ~ J(\ I <I) .. ·,; r ~-- _IlQOB AND WINDOW .. _DETAILS SCALE: I I/2"=1'-0" •••• -'----'o-------.• MULLION --.---/,---. l'rr, ---.- ; i c.." i ✓ 9 .Q, 8 --f-,c-,Jc }\: .. ··,.. . .. · . ----<1'1-~~ l_HEAD & JAM_B I ----------'-1-~- _(;-. ; ·, .. .' I . . .tl , SILL A £ JO I 25 .4 MONORAIL ®T¼~U@. EXCEP1' ~i( SOUTH_ I ti ELEVA ON • -----fl I 4'-o" -CA~INET DE:T.SH. 2:0 I I --7 ___ J L--- NOTES;_ SLOPE ALL ROOF SLABS I 1/2" TO DRAINS FOR SLAB-SECTION SEE SHEET 21 CEILING VENT TO BE 24 GA, GALV., 6" x 8" IN CROSS SECTION WITH HOOD AND CEILING GRILLE, _BQOF eLAN SCALE : 1/8"=1'-0" T 4-'-ou i JNSTA.UMENi MOTO:R '24'-0'1 ~311 ROOF / DRAIN "------,------r • 0 ~ -~ffr7 E·· EEF' "" CONTROL C ROOM ASPHALT TILi:: F'LOOR '\,., FOR □ETA!LS OF FLOOR SLAB, SEE SH. l.4 § ·-7 -. "l ---p-QR SECTIONS,HROlJGH BLDG .. , SEE SHEET 20 ALUMINUM THRESHOI...D MC KINLEY IRON WORKS NO. 114 OR EQUAL. DOOR GUIDE -!t+-'.111--! __ ___JJ'--•• -•v •• WALL ASPHALT TiLE /' AND 4" BASE I /\.,..._ I FLOOR BASE ASPHALT TILE FLOOR __ FLOOR PLAN THRESHOLD DETAI_L. ---CONC. BASE DETAIL APPROVED , ,, _-· //~/~ -5"?" PANE.L ~ :Sn HIGl-t CONCRETS: EiASE5 TO ~": PROVl[)J::D FOR ENGJNE GEL•H:;RA-tOR:, $0 H.P. PUMJ". COMPi'<l.::51',;;0R ANI'> ELECTRICAL ~AMEL~~-DHV,E:NGIONS ARI:: 10 FACTr.;;R:ERS D\IVGS. Al'l:E AVAILABL~. FAD BY · /"?4(£;?_,,~ _ __g,f~ DA TF., fl:ti=5i7c- ' / 'lllRECTOR OF PUBLIC WORKS j CITY ;i.. t .,;.• ;111 ,!•<" i It :,,.i,,., ' ' SCALE: \ DESJGNE!D BY~, C~C~ DRAWN Bv-E'. ,,C.C,. ~HECKEO BY R~5 ~ NOTED SPECIFICATI N N OF NEWPORT 'BEACH, (;ALIFORNIA FLOOR PLAN AND DETAILS CONSULTING ENGINEER JAMES M. MONTGOMERY SHEET 18 535 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS I I I \ ) / .. - -l=+===::-====·:····---------·-----------~ ' -·---~~ _ 2-• 4-~j ;,.l~-~~~G .. --· . --~ -EXTEND 25" INTO I SIDE WALLS ~-i:~~~~-~-* ''-= 't=-=l - , -~ -==-i--2-# 5 -..,._--., ___.__ ~===-~::::::c::.=== ... ::::.:.=-::;;;_;:::,_::._:;;:... __ === __ ::;:;::_;::: .. ;::: __ :::::: __ ::;:;:: .. ::::::::::::_;:::. __ :::;:::::::::::::::::::··-:===_=::::::· :::::: __ ~::::::·~===. ;:;:;:;;:;:;:::_;::: ... ::::::. __ ;::: __ ::::::.;:;:;:::::::;::::::::::;::::::::::::;;:::;:::===;;::;::::::_:::::: ___ ;:;=:::::::=·-::::::·::;·.;:I:'. ,, +=j;-~~~~~-~·-·;;;;··=-;;;; .. =.~--~ ... ~~;-"~t-_::;;. ~.==· •. :-:.~..;:;;;;;==:::::: .. ;;_;:=, .. __ ;;_~;:;;;;;;;;;;:;;;;;;;;;;~~::;:::;;;~~;;;;;:::;;;;:::;;~~t-'"----:: • •••• :=: ::=-~ I 1---- 2." I -,1 -·--+--+-----H ' ! ~· i ', I I _/,. .....-., I '\. I ' wl ' ! ' , / L i -----I '!C"" INTO ADJAC ,WALLS. ·------··- ' I ', -. ' 7:_ I \ I i , . ; I I I ,-"'-✓ ! -----,,) -~·•-·-·_-_ ··-•·····:~~~J4~j:~JE"'~2~*~.s~l---'~3I 1: I ] □ I □ ~] ----I~ J, ] ---! .. -. :.1-.·--.··j·· -j-_ .,--~--~-:~--2'-0" fYP. t;g·~~"'lr~-~~i""·:ee!l~:, ---; f~ 'j'", ':;,-------~: ---= --',_""-' '-~· ,1~· I 1 ~i:.:.· ~~~-E=L=l_=2e=o~=:a=:::.=:.= __ ,li_ ~ll -:--'-±i .. I "/ • ~ ! ' I ••••• •••• •. I ::'::::::======·=--=·=·-=--=·=·==·=·=·='=--~(r;:::-1~N:=-F-=L::::.::,EL;;.;::::2=7s= •• o::::.~'.:.:..·--====·:::··=·''!;::'"'=1:;f=-:·=··--=: .. ·=-·=·=L • --., I -=:-:-1-~--····--·-----,, j I r ,_ •• : .... ·----·---···-· ---.~__,_,~--EJN.c.c.EL·...: EL~_zza.· • • '10-1' I • • • FIN. GRADE ~'::;~~~:s°i-R FAN ---······--·---------FIN~GR~o~~::_:y--------A ·4;=~~:.~~;ANE;!TE-; k ---l f -. ~-~ ........... ,..---· •-, ' /.,...-+----.. . ,.:;., ' ' .. .. / -, ·-, '\ , , I/ "',.,i . h' ( • r1H\\ ( ----· I I ( I 10'' • j, / \ \( /\ . 1\ ' ' '\"-·,, __ ' A '"" / "-.__.. I J/ ~'-I " _,b ' •••. •"?xl.l'-8:' eo'Tsi'"' ·m \}:s:::J I s"i --r;,'-4-•! 5,_~-A-" EAST ELEVATION · .. , "· ·, \ ·, ' i -·L!lx6x3/8. t o·~~ .. ~ iJ. '/8" ~·"" ~h ·' ~• x0'-2 314' WEUJ ' 7 I -i 8'' , ol - NOTE: FILL ALL CELLS IN CONC. BLOCK IN 16'-4" HIGH WALLS ~.:j::;:: =:-~--= .. ==~-=::.:-=·.:: :==-··=·-·::==-··-= _= ----_-·=_= ____ = __ , __ === ____ = ... __ = ....... =. -.. ~~=:_=:_~~:::;::I:. !~--::::: .. - com:. BLOCK ' WEST ELEVATl()N . --------------- -'il".d 2-.tc 4 EXTEND 25" ...... I INTO SIDE WALL 7Y ,, ·'"'-"'-.,,-,-. ---.. --· -·-.;."' J. ¼I 4 ~7.'-o" ---------· ----M CHLORINE CYLINDER RACK SCALE;f/2"=1'-0" $EE PLAN SHEET 18 IN.SECT 'SCREEN -4 I 9.5 7'' SECTION ''H-H" HEAD AND. JAMB SI LL LOUVER DETAIL ,SCALE: I i/2"-l'-0'' '· i6 GA. METAL L·OUVER PAINT Wf:rH "GALVANITE" 'AFT£R,FABRICA Ti ON ii-.. I - -----l------------l. -_~-.z-1t.~-l -----I: FIN,_FL; EL 278, 00 '-t---------I ··----1;-·-----·--·-----·-·----· ··~----------·---------- '---=--Tof> OF (!LJ/1.,f,?_•_ ~ ~[.. 1'-76,/<'o 4Fk SECTION "F-F" SOUTH ELEVATION . SECTION 11E-E II SECTION "D-D 11 • FOR DETAILS OF ROOFING SEE SH. 20 1 ... 4@ 16" ,·-L--__ -= 4·. o: -·--...... ··-·- ·1· ,, I;, I, 'I' I 'Iii if '!'i:: i!!i•1 ,__ ___ il['i ' +-----__J SE CTI ON II C '."" C II ' •I Ii 1, 11 ' I I I I, , I I SCA LE : l 14 "=F-0" SLOPE I f/2" . LEVEL SCALE : I/2"=1'-0" NORTH ELEVATION B e.:.4 @ 16"x3'-0" LG -c0! I / SECTION 11 8-B' it 2-3/4" BOLTS 15" LG. WELD HEADS TO ll. • ~+ ·.• ... .. 4x3/8x0'-8" 2-# 4 SECTION II G-G" CITY OF NEWPORT BEACH, CALIFORNIA t§ z ,,~ 0 F~ f1---------------------------1 ~::) ii: SCHEDULE I ,~" M ..,.; ~ BIG CANYON RESERVOIR ~~ 1-------~--""--"-'--'-''-'--'-'-==='-'-'=-..:..o.:....-------I ~~ CONTROL BUILDING itl'< / i ELEVATIONS AND DETAILS DESIGNED Bv·E.C .. C~ DRAWN B'r' E:.C~C~ CHECKED Bv R • S • SCALE: NOTED SPECIFICATION NO. DAT.E J SHEET JAMES M. MONTGOMERY CONSULTING ENGINEER 19 535 E. WALNUT ST. PASADENA 1. CALIF. OF 47 SHEETS I ( \ tn ~ :r: -;1 I -.i:::- .J> .s> ~t t:.' -.I ID 4 @ 24 1!_ , :;i ;_~~,-~~--~-~--~-• ·1i:a· -~-,·. · --~~=w_mr: ,.-,-9 • ··-•-···--:·:,. ,~~--·-•--• ·_·-• ·---~---~~-1r ----------__ :~,:"~~"~~~~--------- -~ ~ ~ \_ 8 TON CRANE SEE SPECS. --..S.T_EEJ...B.Ql..l.lliG DOOR -- _ -'--7~~·~ ..,,~~:.2 -11' 5 ,i ' ,-~ --•11 11 ,-7 -• t-•·-_ . . ,,···-:. /, . _:_ ··_· -..J+--1 \ ' / r-\ i . I \ , I ' : ~-/ +--~I ,,___---r-\' -::-/ -1--=-------· ---~---+-----<I +--------+ ---+-~-~----.J-~- i \ , ;I , , / . i _j ------~-~--- LIGHT t POWER 1-------' INSTRUMENT CONTROL CENTER' PANEL -c, ----------- -----____ _,, ~ -I-I------------t-· -·-------- _j_______ -----------~--\J.·:·~~--.------'" --· -E'i'KilNE-GENERATOR SEE SPECS. FOR SPECIAL MOUNTING ,SECTION -"B-B" COMPRESSOR [ i 'I I ' • 0 NOfE; ,..... ~•,' _g I;' FOR ROOF SLAB REINF .. SEE SH, 21 'FLASHING - n SEE DET ,-----ir:·11,.,-2--tt,5 -------------------- ----<----· ------------·--- SECTION "A-A", ' !---1 - - ~- I .r----2-• 5 r#4 @~" V ,. 1-1 tJI ~1 I'-2-1'-5 1 2-'11'4 :~s~~;~* 4 -~ ,~: :~--,.: ~--~c~~c. 0 :i~~~L:· ~--· •••• -~~ z-~l-~JN~_::,L; 1 -~-~ _ Fl z-1> 4 :Yz--"- 4 _ --~-= •:-:: :· = 4 2 -* 5 ... -: .• ·;'".:··.-':.·"?:.-:'-· , --l'-f'4 @'"24'::~ ,.;; "--~-t:'.'7"·7':"'Dr-=:~=:"."".:Z"'".""'"°''="'f+-,,r,-..,..,-===c-,-,:7''~--~ ... ~-~=..,,.,..,..,.=,.,..,,.,.,,..,...,.,_.,.,,:-.-,,..,.,-·,,....-,,!,· --•,.-~24/1 BENCH . ;, : CABINET --.!F-~41 SEE DJ;:T. c.' '9:[1 f -------- - - -\' / "'\...2_.;;,4.._ / ~2-1'4 -__ ,, -·----------~ -· ,_ _ ___ ,_ -- ~ ~\, -l-1~1 ··- 0 ' ~--" '~' / 1-:-: . •1_1:;·_E.1¢-~ ---------,-• __ .. --."",: ---___ ..._ ___ '-"'-• _:,:__ -~ ~ig~ek;~~~~;!f!~~=f~~~~~'!/1-F, ·-==·~· -~~-=----:;:;::--~~~~~;.; __ . ---·----·-. -----------------------. TYPICAL FOOTING -SEE DET. SECTION "E-E" ! . . A' • , • • • . ._ ~ -. A. • ••. ' l'>,,,.··. -.-· .. -.. IJ.·•~-•. ••. • .• ·,4.. 5" PIPE COL. SECTION "G-G. SECTION "F-F" I. DETAIL "A" .,_;.c,~" --+I G~ DETAIL ''B" CARPORT FOOTING SCALE : f:211=)'-011 FOR PLAN SEE SH. 18 DETAILS 3/il" PLYWOOD # 24 GA. GRAVEL STOP ~ SECTION "D-D" 0" CONTROL· RM. l !/2" ALL OTHERS REGLET-FILL W!TH MASTIC TYPICAL FLASHING AT WALLS 1 I CABINET DETAILS Z REQ'D -!" WOOD SHELVES . I lJ 3" STD. GALV. PIPE DOWNSPOUT TYPICAL FLASHING AT EAVES & ROOF DRAINS SCALE : I 1/2"=1'-0" SECTION • C-C" -ii,,4 @ 24" / / / TYPICAL WALL. FOOTING APPROVEti 1 ') , BY 1,&;°? ~.,__,.;f'.f}- • -/DIRECTOR OF PUBLIC WORKS :;~ "' "' ~ z " 0 CITY OF NEWPORT BEACH, 2-# 4 // -/2-57 DATE -;f-z~-6'1'-:: ! I i CALIFORNIA ~ ~t---------===-::--=-=:----------1 ~ ~ SCHEDULE I ~ i!l BIG CANYON RESERVOIR ., Q 1-----------------=-=-=-..:..=..:..:...:.. _______ , -J •J ~ DESIGNED BY iE ,, C. C. DRAWN BY ,£ ,C.C. C:H!e:CKE:D BY-~,, S, SCALE: NOTED SPECIFICATION NO CONTROL BUILDING SECTIONS AND DETAILS JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 20 ~35 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS en~ ~ I ~po. .i) ~ ...0 6' ~U) r ar4 TIES@ 24" --TYP. !4- 1 ~=~-··~"'~"----1tlf VARIES 11-ic -~-=: 'b '. ,;.,_" -------1,tt---_ ,z,:, <:,," ----1>1 ,• S" TO 6 1/2" • I I it4@ 9" • ' ti4@ 9" --,, .-1-_____ ----,-~--::ct----t------c-:-:------:-'i'-f-:---,----,-------j,---'----=-_ -i ---,- ' " '-,z.'. ~·' 'b Co :r::c•_w-lt4 ~ 90-~I 3 I/2" O. TOO. BARS , i #4 @ 9" r:z..'-o" /'~ ... -4 .. -------------------------- 1 VARIES 5 11 TO 6 1/2". \_'.___ 3/4" CL, 14 !.&," ----------------~,--, SECTION· I • I I' / VARIES I 5" TO 6 1/2" I COMPO. ,e GRAVEL ROOFING--, 24 GA. GALV, GRAVEL STOP ' 7 J. ~;;· i=I ===--===~4_:_*-'7---~---'--'.c..._t1+ih---'------'---'---f---c--"-----'---' --~-+,+.;i:---: ;;: ------- 1 6 'IF 15.5 , -\:_ I~~~~•.~ :~~S311 1~ 1/2" PLYWOOD f----' 6 W IS,5 0'-8" LG =1Y~~I _ JOI25.4 I ( L2 X 2 X 1/4 X otc..4n __ _,,,,_, _a_" -!01,-------7 ,_ e." 2"Xl0" RAFTERS ,!--· SECTION II z-z II 24" o.c. __ ./ I COMPO, I\;. GRAVEL 2"XIO" 2" XIO" SOLID BLOCKING-, C GRAVEL STOP _ SEE DET,-·, \ ; _ _ ROOFING ON 1/211 PLYWOOD =:..__ 2nx1orr @ 24" -, c----0=-------)2"Xl0" • SOLID BLOCKING 4 -5/8" BOLTS IO I 25,4 -/ BEAM "A" I~.,'!.±" --~l~l ~t="""'=-i'\==:----=,s= __ ==:=-'."-:r=.s""w"."_":;:~~s-=.47:_, 7~-~-----~---:=--"1£!:--:-_._=--D_.,Er~TAIL "Cf-'~-._-_:_;·"",[;"';c.~~'---·~::=,::~,,;~~:-,~?:€_,H~.1,~~R:L;;-cr::::1r~~~;~:=:f::'T=it:::=::=:~:==~~ ', TYPE C "TRIPLE GRIP" ANCHOR EA. SIDE -----------------------------------t--->tl -5" STD. PIPE (T \ • COLS, YP,, .3" A.C. PAVF.i, COMPO. i GRAlll:lL R00P,ING·:ON J/2" P.LYWOOD ) Bi.;;OOK!J!IG ·, ·, 6''Xl2" _GIRDER SECTION 9·9 -CONC. FTG. (TVP.) di ' SEE DET. Si'iiT ,, T NOTE:-FOR DETS. OF FOO'flNG REINF,, $EE SHT ,2il EL. 277,50 - ·5" 61D. PIPE COLS. (TYP.) --------..___ SECTION 10 • 10 ~--·-IC:_,, DETAIL II B II DETAIL . ·c GRS~_E_LDETST.OP ,__ _ c.c. • UOUBLE 2" XIO" --D / -JO :r 25 . 4 I • =,r=-ss=-=n=== •• --~ \ 6 W' 15 ., · _ , , _,,/ :TYPE C "TRIPLE GRfP" ANCHOR EA. SIDE ! \ •• "C' 71· • .. ·' :ll~, 11 _____ oz_o_-_o·~------------------•----- .• ~· I[! 0 i:/ 5" STD. PIPE COLS, TVP. -· '. SCALE; I/4"=1'-0" FOR LOCATION OF SECTIONS, SEE SH, [8 \ ill # 4@ 9" 3 1/2" 0, TO 0, BARS-- ,.__2,_'. o~"----l,\ *3@911 , ~ ' l,1 -•. -,· -' ~iJ°'--·~·---- -~ 1-: , ; I• lt; ~~"11 l' 2*a -1 <t-1'=: ~ --~~ j i •• :-i-1 --·------ I ! ,?" i-'4--I ill -- NOTE: --. . -- ' ---Y•• 2iF9 ,-VARIES • - ( / 3-3/4" TO 5 1/4" r s'-o" SECTION 6 • 6· .,.,-SYMMETRICAL /----! 3/411 3 TO ~ ABOUT£ VARIES I ;~ . --~,,. --,, --. '·, _--, ' --·----------- i 'i---I --. --•-· ----~--·---,_ _____ -·-- SECTION 7·7 #-4 @ 24" G-SYMMETRICAL , I ABOUT~· r:::, '4 1/4" .,...-I 5 I --" ---~· / __ --~ -,,.,' -I / . l ·. ~ ~.::::: I I H11· ---- ----- I" 4 -¢ RODS I 1-' I. ell. 4 @ 24"'/".-i~: -W - FOR DETAILS OF ROOF SLAB EAVES AND FLASHING. SEE SH,-Z0 FOR LOCATIONS OF SECTIONS. SEE ROOF PLAN SH, !8 COMPO, t GRAVEL ROOf".ING ON I/2" PLYWOOD : -. -ri=----=-··-" ·< --1.\ •' ' ·- -2"Xl0" @ 24" O.C ,-, -' / _/ 3/8" BENT rt~- WlTH 2 --5/8" BOLTS "· 3 -16 <l NAILS •• 2"X61" 5" 'PIPE COL,-- _ DETAIL" c·· DETAIL "A" ... , __ ,_ --- DETAIL "B" z 0 CITY OF NEWPORT BEACH, II -/2 -57 :OATE 7·-::ll,-·'-G-1-, CALIFORNIA ~t-----------------------------1 o: SCHEDULE I u ffi BIG CANYON RESERVOIR C t-------------------------1 CONTROL BUILDING -DETAILS OF ~ CONCRETE ROOF SLABS AND CAR PORT ' ~ -<A:i·""_.,.~ ,,..,.~ _, /'.•--------- It -~-"""" ,·.-·,: ~~~ -, ;,,,--, .,,_. __ . /J -/.i,' -::77 --,_ ~~-. "· f9'._f .'. SCALE: SHEET De:StGNED BY l~ ~ C . C ~ JAMES M. MONTGOMERY 21 CRAWN BY E,C,C, NOTED CONSULTING ENGIN"EER CHECKED BY ,R •. S.. 535 E. WALNUT ST. PASADENA I, CALIF. OF 47 SHEETS SPE CATI / H 1/2" R 1/2" I , n2 n I j...,~--------a HOOK LIFTING PLATE 2 n SCALE l l/2"=1'--0" /2' ' n/H6" CHAMFER ).fl 6 "-:oi:. 1,1-M ll' ' 4 n 1/2" --? !/2" 4" . 1·1 ,,,3/16" J DRILL i ' / -_T I" . ---$,--9/32" DRILi!.. FOR 1/4" COTTER PIN '-COLD ROLLED STEEL ♦-t,1 '° COLD ROLLED STEEL HOOK PIN • STOP PIN SCALE HALF SIZE , BAR 3"xl/411x0'-411 l~ ti=:i•:l='-.=i='"il'll'_~J~'~:i"",=~=::::::::"::=:=::=:~=:=::==:=:::=:=:=...,"", =,,.=.,,, =""==p=:p,"'=! .... c,=""="" ~"" "" .. ,==::~: +--...J.!-l=~,:_:+-'--11"'"4,-, _W_E_L_D---------------~:-(:r---.-0-14:-,-, _W_E_~-- 5 J/27! 311 I /' /4 PLAN 31-s 1)211 I --+-1----------►. ,,-· SYMMETRHCAL ti·. . ABOUT q_ i SCALE l/2"=Il'-0" CHLORINE CYLINDER GRAB -LAP DS" ' 411 V.C.P. -~~,,-. "'~,,,_ BEND BARS AROUND PIPES ---.. _ 611 V.C.P.-- f'-0 l/2r1 ,1_011 /) EL. 277 ,4-¼,. / 2" FLOOR /; 4" V.C.P, TOP OF STRUCTURE TO CONFORM TO SLOPE OF PAVEMENT. 26"x26" HEAVY TRAFFIC 1 DRAIN"', 'WT. C.H.· GRATING AND . ,.,,.-,, : F-RAME -ALHAMBRA 6,:---, , __ ,--f--H--6" , A 2012 OR EQUAL. / -lJ' 4''.i7 -tt}---i:i)::. '4" V.C.P. IINV. EL. 274,50 JUNCTION BOX .SCALE l/2"=ll'-0" GALVANIZE AFTER FABRDCATION BUT BEFORE ASSEMaLY. _3/4" PIPE MEADER ,_ -FLEXIBLE • CONNECTION • ~-. L3"3xi/4 3'-0" LG , If. 4"xl/4"x0'-6" .,i-· -2-l/2" 2 UNIT PLA!N c(:ff!IOl<I ANCHORS SECTION" C-C" SCALE l H/2"=Il'-0" NOTES 3" CHLORINE SO!..IJT'ION -~~ , 3" WATER ----~"'-._ 3/4" CHLOR[NE --I , / 'FIN, Fi.;;OOR 11 6" V.C.P. W/ 4 · . 3/4" HOSE VENTS -" ~ ls I-~ 2i .J :r: (.) : I I I , I ' 211·....- ;, ·4" V.C.P. DRAIN Il/2" VACUUM UNE i/2" HOSE VENT • ··-SAUNDERS-TYPE VALVE z .0 i:: ;;;;, 15 Ill w z ls .J i5 "' - I. CHLORINE GAS PIPilNG TO BE EXTRA STRONG BLACK !RON PIPE AND 250 LB. C.i. FITTINGS. JOINTS TO B·E MADE UP WITH UTHA-RGE ANO GLYCERINE. SECTION II B-B" •cc 2. 'WATER PIPING TO· BE RED BRASS PHPE AND 125 LB. BRASS FlTTINGS. 3. CHLORINE SOLUTION PIPING TO BE EXTRA l-lEAVY WALL USCOUTE PIPE AND USCOLIITE FITTINGS. 4. VACUUM PIPING TO BE STD. USCOLITE PIPE AND USCOUTE FITTINGS. .SCALE ff/21-=:01-or, 2 -1/2" HOSE VENTS PN I 1/2" COND UiT :· •~ ''--. 0:. !Li ~ "' .., 4 -3/4" HOSE VENTS / 2" FLOOR DRAIN}// / r-·-·;1 ; / : • d i / CHl..~iNE ~S VALVE / / , 8'-_,,_6_" _____ __,,...,1 I SEE SHT, 17 FOR CONT. OF 2" WATER SEE SHT. 2 FOR CONT. -t---;---------i-OF 3" CHLORINE SOLIJTION UNE ) -I- -,_ "'"' ~-', . -- -- _ •... -r .--- / I II I. .'if.II / I I I ,\ '/j I I I LINE i/2" WATER ll, -I---+---------+----;,-----~-----------+-------,-,---~-.---,---....... l / ,,,·/ / ' ' 3n WATER ·7 l ------------, -~\ : STRAINER-' SECTION "A-A" SCALE i/2"=1'-0" ' I-I Z 'W I> ' PLAN SCALE l/211=lff 1-011 z 0 / CITY .-• ~ • -/1/ -'I / I IJ I ➔A -- OF NEWPORT BEACH, CALIFORNIA ~1-----------------------1 ii? SCHEDULE I ~ BIG CANYON RESERVOIR C 1--------------------------1 CONTROL BUILDING CHLORINATION DETAILS ~--~ /=--ft: ,/_,-_,,. ---~ -· ,:,..-., ,;/ ~ i J.,' -~ i~ --~,"-~-------1 - ' -- SCALE: SHEET □Es1GNED av: ·F ~ O~ M, DRAWN Bv F • 0. M',. CHECKF.D BY E .. C.C .. NOTED JAMES M. MONTGOMERY CONSULTING ENGINEER 22 535 E. WALNUT ST. PASADENA 1, CALIF, OF 47 SHEETS SPECIF Tl NO. \ I ) ~ ~ :t: ;--1 I r:> ~ ~ ..9 0 ~ ,.. 6" .i:,. ' ...J CJ) l ~1 • I "'! ----1 l ' i2-IIIOI ~1,4-,;g -~ tD l ; I I f • j l J 1/ -< • ~ • EL.255.22 /(\ EL.255.14 ---"~ tt7@ ll2" t4 <!, 12" 4-liQ 0 ' . .., 4' -On }_1/2" j , •.. I!, • .. ,.ci. ii, ' f.J) --~-~~ ~, ~=~~ 7 2'-01' SUMP 1.l'P tlf:'.TAII- ii, I ~ :"I 0 ' "' (f) -1 L.l s: 0 .c "' ... ' "' j_ 0 I 0 .;..--, ' "' "' .. 117@ 12" • /0, ~~=t:~=E.::. =L=. =2::.5 =5 =· 5=0::-;-=::::.:==::.::.' -~--:b-: ~---- ~~~:S:::J::::=L===::i:. ===--· . . . -!. - --------·--1--- 1 11 l' ' ' ! i i I . I ' ! ; }' -.'i I\ 7-11 9 -----• I I L., ; J I I i i I i i ' i . I i ' J ' I • I ! ' I I t I ~: ! to I I E "' ~ 4== I . I -------j ;; i I I ~ ! -.... CORNER STEEL !i!TM. 91-011 lljQ@ 12" ~""•,, .... \ ·,, CTR. 8'•-011 "l9@i2" \ -· \ ! 0 TOP (VARIES) -~7 @. .12" \ ' ,. /i\EL,255.50 I "' i ¾'' -_Le", ~~°i"',t' "----L.,".....!.---1!-. . , '. • "' --~-----,_. __ ,_ ----I I I ~-~-·-•--· ···--••<.. ·-·---~--~---,-----''• I ,,'--Ci" I ,2' I t-•-~---, , .. .., SECTION "c-c· SCALE 3/8"=1'-0" 2-#8 DOWELS FOR EACH BEAM L!_\ G, I 0 - B / '-CONCRETE PAD _SEE DETAIL, SHEET 6 \ PROVIDE 3/4" ANCHOR BOLTS FOR ENGlNE4 GENERATOR,SIZE AND SPACING TO BE VERIFIED FROM MANUFACT URER "' T "' . .. SECTION "A-A" ~-.::;-~• • _,-~c ~ ·•-"'•oa,::-_::;=._'•"•C::,~.;._,;"" ~- SCALE IA -#_4_@',J2_n_ "6 (ii, 12" • \ 6"V .C. P. •PERFORATED DRAIN TIU: SECJIO.M,'~J-J II ENCASED IN 12" X 1211 • POROUS CONCRETE SCALE'. 1/4" = l'-0" ' ' ffi DETAIL Qf:_JQINT BETWEEN_ TUNNEL-AND CONTRO-[ ·e-□lLDlNG DESIGNED BV W . A • f'. OFiAWH BY------~~~_'.'_ CHECKED BY R.D.D~ . 4-1\lQ CONT. FULL L..ENGfH OF ,_ BEAM ON OUTSIDE 3-ll!C CONT. x 19' -2" LONG EN CENTER OF" BEAM SPAN lN CEl\''1:11:R HORIZ,BEAM :;QNCRETE SAND. C ul l 1 ~ I-'. X w-c:-.,,,..- 0 OJ(.) IL -z 0::•·· z 0 --u ~::! C ,n ,I-w ::, ILz_UlO o<! ~ o:: ·o:: z 0 ?o W IL "' \ • -f #5@ is" B /\ '1 §TlRRUP AS . ·: i:,HOWN I PLAh\l to' ' I 2-'15 CONT • • rF!JU .. ~G'rH ,, . • '-0 EAM I ~ ~I I _J " G ? #4 @l 12" l( ~ ~ :,,: oz w ::, 5 °': -IN .J --et 0:: I-0 (I) :c zz -- I ' C APPRO\lfl;) , , , av ( .!/8 __ ,, Ll,.__.1:...e:..... /'/ DIRECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH, CALIFORNIA C -~ ,,·, /,· ,c,. • '" - ~ ~ 0 ~ _._ ,/ ~/~~ -C-/ ,· ·g;J.: ... , SCALE: SHEET NOTED JAMES M. MONTGOMERY CONSULTING ENGINEER 23 535 E. WALNUT ST. PASADENA I, CALIF. OF 47. SHEETS SPECIFICATION NO. i "' "' 0 I- "' ' N N ...... -~-1 ~·'---·--·-~-;;--=::::-,--~·--~--·-~~~·-...... ~4-~➔-'--:7 ~~~-·-~--',• / ' " t /' I WELD'- -~ ~4C!ll 12 EACH WAY ill .2-#9CONT. ,, ,., 2-#5 SECTION "F-F 11 ===== ...... ·-- SECTION "D-D" TYP. FOR CENTER BENT SCALE: 3/8"=1'-0" 3/16" It " ' O.ETAl·L "G-G" L -H/4xH/4x3/16 2 -"9 REINF. BARS IN CENTER OF SLAB l/8" ASPHALT J'ILE 1/4" 111 v ~It ~ L -l-l/4xl-!/4x3/!6 DETAIL II C'' WE p I 4 ,\c--+\~~-------3 --"\A,J-_ -''V--_-c-_;, 1J J_ ~-,~-L=A=N""·· ~ I/ 4rt ~ I " l! I 0 I "" . J I 0 I 00 . SECTION 11E-E II TYP. FOR OUTSIDE BENTS .SCALE: 3/8"=1'·-·0" ~~~ I -:.: I __ L__ 1/4" It. _j__,,i----'---l L 111xfHxJ/811 DETAIL l DETAIL OF VALVE °'i' b STEM OPENING .,. <-; SCALE I U/2"=!'-0" DETERMINE L.OCATION IN FIELD n H rr -.~ ' ~. f "' NOTE .. .,_ @ 1.3/16" o.c, INTERMEDIATE BEAMS SHOW TOP LAYER OF STEEL NOTE: 5" HiGH CONCRETE BASE • TO BE PROVnDED FOR ENGINS', GENERATOR, 50 HP. PUMP, COMPRESSOR '"'ND ELECTRICAL PANELS, mMENSIONS ARE TO BE FURNISHED AFTEl'1 MANUFACTURERS DWGS. ARE AVAILABLE SEE ALSO SHEET !8. PROV!DE OPENINGS THROUGH FI-OOR SLAB FOR, COPPER TUBING TO SOL-- ENOID OPERA1"0R CONTROL VALVE AND INSTRUMENT PANEL. SIZE AND SPACING TO BE VERIFIED AFTER .MANUFACTURERS DWGS. ARE AVAILABLE., :I ' ' >:; " c::.: ...... CITY D -:::__ 3/4" ANCH:1:0LTS FOR ENGINEl>GENERATOR, SIZE AND SPACING TO BE I VERIFIED FROM C, I N "' J N " :r "' 0 ' fu MANUFACTURER //-/Z -~7 DATE :'·j?-He·c-5'7- OF NEWPORT BEACH, CALIFORNIA ::a:,. z '< !:Is 0 ~tr-------~-~==~~~-----------1 ~-~ SCHEDULE I ,::;,Cl Cl.. t{ ..,~ "' BIG CANYON RESERVOIR """' "r--------_,;.;-"-''-'--;:;_;_-'--=====-'--------1 ~~ CONTROL BUILDING-· i i STRUCTURAL DETAILS Ii-/~ -· ;!'"? _,;~· , c=,_ '""';:-,,[-DATE --~=--°',.---.---~~ SCALE: SHEET 01!!:SIGNEO BY W .A~F. JAMES M. MONTGOMERY 24 DRAWN BY R.S. NOTED CONSULTING ENGINEER CHECKF..D av1~.R-~J:?_!_ 535 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS SPE IFI \ ' \ ' ' I \ C 'U" TILTING DISC ': CHECK VALV£ I I ! p SCALE: 3/8"==11-011 PROVIDE \, I 3/4" ANCHOR SOL.TS FOR ENGINE4 GENERATOR SIZE AND SPACING TO BE VERIFIED F'ROM MANUFACTURER 42" BUTTERFLYVALVE \'I/ AIR CYUNDER OPERATOR Di:SJGNt:D BY R. s. DRA.WN By __ R. s ~ CHECKEO BY R.D .D SCALE: NOTED 30" MANIJALL Y OPERATED BUTTERFLY VALVE JAMES M. MONTGOMERY CONSULTING ENGINEER 535 E. WALNUT ST. PASADENA 1, CALIF. SPECIFICATION NO. SHEET f., J 0 - 2 !.4 f,, J ~ 25 01' 47 SHEETS ~ t I 2'-0 11 ,ti 14 GA. SPRING STEEL. 2" WIDE Eb--fjr 8" ' I \ \ GRATING \ "' 1-w !l! (fj 'd t w 0 w w ,n 0: w Q • Cl :5 ffi \ i8"D,OPENING ___,/' THRU ,SLAB ion PIPE· q_ EL. 272.65 3 "BUTTERFLY VALVE • AIR CYLINDER OPERATOR <-t~;;z,~ -----C::-1--l. .... .,.,..-:-,, ~----1-..1.+--1-r-\ (lj,, PIPE • ~ 6" I 211 ( FACE OF BLOCK WALL -~-50 HP _,-, ADJUST 0-SPED E MOTOR AND PUMP HANDHOLE ASSEMBLY 11 l'-8" id t, ~ • ! -911 __ 3 I :-_8_ n No I. 30"x20" REDUCEfl CHAIN WHEE~ 3" -DRY PACK l F./2" 3/8 x2 1/2 3/4 ".ol GALV. ROD DETAIL 11 A11 NOT TO SCALE n'-31'. --·-----,. , in· ~ 0" OU LE'l' =~,1=c.=--9~-., .. ,::;J .. r,,..,,."+;:--T !l. -( 0:: 1- (J} I ' 1-1 ~-1--=-,---::, ID I .12"MAX.· HORIZONTAL BEAM IN STRUCTURE WALL _,._.._ 48" SLEEVE-TYPE,• ( #' COUPL1NG ' 3/4" .COPPER TUBING El .. 255 .50 HARNESS SEE SHT. SET No A 5 TYPICAL • S.CA."LE • 3/8°=.:;i'-O'r STRU URE TUNNEL ..... =;;:=-=+==---11 .... -......,,__ ... 3 411 SQ,Je., 2011 PIPE 1-\ \ ' 3/4" ¢ GALV. ROD / THREADED BOTH ENDS L 3/8 x3' x·3 x4'' LONG WELDED TO STRAP '3/8 x4 'l. 50 HP ADJUSTO-SPEDE ,.b~=d MOTOR AND PUMP NOT TO SCALE i 9 1/2" I PIPE I I 3/ Fl COPPER TUB INF ~i O>' J N' N 0 I- "' I "' ('l,J i ~ is" , 1 • I . TUNNEL SECTION j SEE SHT.6 j,_ I!:: IL [fj !;;,l I!:: / "' \ l 2 " -\-RESERVOIR DRAlN LINE 00 _I ,., <( > PIPE WALL "' T G. EL. 74.25' \. • !, DRESSER SLEEVE I-n: 0 0.. ll. ::, ,n w a. 0.. C ., -, I 30" PIPE WALL FILL SPACE ·BETWEEN PIPES AND WALLS WITH BRICK AND· --.i., PEA GRAVEL FILL , TUNNEL SECTION MORTAR la,~~=,~-~b+,~-A~-~"'~,~--,q---,- . !'~ ;::-.· ~,,.~ ,,•,. ,,--7, __ cr,: n .£1 (;., ~ Cl ~ o ~ "' 'CEMENT MORTAR FlNISH ' o, -~ 0 .. "· "" '4 ' .,, .-... ~e:~1 .J_:~_"·~-4 ---~"" . --,T, _ _,_ __ ~J.2~AINIILl,ru;.,c:.._-'/-, ,1 ,__ JJ --_·· IL OF FARBERTITE, OR APPROVED EQUAL, . -APPROX. I" COMPRESSION LUGS 3-t 7 COMPRESSION L U G S NOT TO SCALE SECTION "Z-Z" SECTION 11 Y-Y 11 SCALE 1/4" = 11-0" SCALE J/2" = l'-0" ' 0 ' ~--=.="'-.. "'I . ' ', 20n PHPE 6" PIPE 0 I J/4" GALV. PIPE HANDRAIL l!====~J IF=·=-=--~~ .__J EL. 255.22 ---~·-------·--- ----- 11 i cc. IL .• 2.6_1, 40( { --l>, SECTION "D-D'' SCALE 3/8"=]1-QH .,,;;.---------------------1 APPROVED 1 , . Ck. ,/) , ,f ,fl BY '!..2,.//..__./ e•__.f:...(,-- • • /'TDIRECTOR OF PUBLIC WORKS • J , / l/ CITY OF NEWPORT BEACH, CALIFORNIA CONTROL BUILDING -PIPING DETAILS "i,:-""-DATE SCALE: CE5[GNED Bv: R • s • CR,wN BY R.S. NOTED JAMES M. MONTGOMERY CONSUL TING .ENGINEER SHEET 26 CHECKED By-8...lj...JJ...,,_ 53-5 E. WALNUT ST. PASADENA I, CALIF. OF~ 7 SHEETS S E' C: 11=' I r. TI n I I I (J) X ~ r-> 1)' 0 "Tl -C>. -.J ~ I .p:,. .0 -D 6' ' (f) ---- MUFFLERS FOR GASOLINE '< ENGINES MOUNTED ON WALL - SEE BRACKET DETAIL AT RIGHT \\ ,\ ··,.j;ii,-1 1 9'--6" C:Ctt--1- --- C I 7 ' ' "' im :ij ' I WA!.L FLG. --/~ ' ,r-------l----l--1~e:-~-~~~~-~'-!.V-:~~1~·~1~-.a.~.~l~~d:::::::::c_==_~\~j)i 'I"--. 2" BLACK IRON PEPE I ~j ~ CINCH ANC . i I W/2 UNIT HORS 2'-4" ' ' ! a " I -I ! , 31-011 • 31 -011 • I 11 I 6"x45° ELL 3" STEEL PllPE TO CHLORINATORS. SEE SHT. 22 iB" MED. DUTY PIPE BRA_CKET W/ U-BOL • GRINNELL FIG. 195 OR AF'PROVED EQUAL. PRESSURE SENSING BULB ~ SEE SCHEMATIC SKETCH AT ~GIT _ --~ l -._I "' 3" PRESSURE RELIEF j BY-PASS, SEE DET. --------~ \ "A" TO RIGHT. --._ I" C ~-UBING- FROM RVO!R SEE D SHT. 8; I" 3-WAYBRASS-__: --- COCK W/3/4" H0SE \ IJI ,_ BIBB ¢ MALE TO . • I . ,Ji. \ FEMALE ADAPTOR \ • ..,-1"=1• FOR BACK FLUSHING .~-----1,L ----ifLi-f,;M\~~-r 1 !"'COPPER TUBE 1 ~~!b) .-~ ...;..:.r I WELD 6" PIPE TO ,E-E. -¾'- W / 1/4" It WELDED TO 6" PIPE~"" SECURE TO WALL W/ 2-Ufi" PLAIN CINCH ANCHORS: NO. 'ELEV. 255,M 6",'LUBE PLUG / VALVE PLAN-, SCALE JjB''=i'-0" ,_ __ ll_S_T_R_E_ADS @8 5/8"=!0'-9 3/8" 3 m C 15.3 3- VAL),' .. CHECK VALV - --------- -4" LUBE PLUG, VALVES EL .. 255.72 SCALE 3/8"=1'-0" r I Cl! z· -· z Ill IL, 01 ~: T "' I --- 3 lf2"x3 CLIP AN rj2_11x GLE --------· ' I ' 31-811 OPENING ' ------I I ' ~ 0 C -----------I I I I i -- ' I I /U6" I' • Is"! -~ STAIR WELL DETAIL SCALE 3/B"=l'-0" {", • 3/4" RED BRASS PiPE a:l11---+- NOfE'. -·SEE SHTS 25, 26 FOR ADDITIONAL INFORMATION COUPLING _, (0 3" DIAPHRAGM TYPE _______.. PRESSURE RELIEF VALVE . PRESSURE RELIEF BY-'PASS ·------·"' I PIPE HANGAR ELEV. 274 .25 , 311 LUBE PLUG VALVE DETAIL "A" NO SCALE IJ) m iii 00 61-JOU MUFFLER BRACKET DETAIL NO SCALE I SECTION "B-8" SCALE 3/8"=1'-0" -4" VICTAULIC w CPLG. !l. ii: 3" PRESSURE RELIEF // BY-PASS. SEE DET. "A" AT LEFT /l/06" ASBESTOS I GASKET t STEEL WASHE;R. "' MUCARTA WASHER 0MICART A SLEEVE rso"" STEEL Fl.ANGE DETAIL OF INSULATED FLANGE NO SCALE ST ANDA RD HO" OPl'".tl'I MESH I SCALE 3/4''=1'---0" / WATER LEVEL RECORDER J/8" COPPER ( .---IQ TUBING _\____ _ __(_---~ -----...:::__- IN INLET-. ~. PRESSURE SENSING STRUCTURE BULB SCREEN \OUTL.ET -~ WALL MOUNTED -,_ I" COPPER TUBING PIPE BRACKET: 2 l 1/2!'x2 1/2"x5/i6" L'S 'iit!:!!r-.i...-;__=:..:...=-!-'==~ 3-WAY BRASS COC '-..__ 3/4" HOSE BIBB W/ U-·BOLT CL.AMP' SCHEMATIC SKETCH MOTOR BRACKET // SEE DET. AT RIGHT OF WATER LEVEL RECORDER 3/4" HOSE BJBB CITY OF NEWPORT BEACH, CALIFORNIA CONTROL BUILDING PIPING AND MISCELLANEOUS DETAILS ' ~' ~ Jf"'~:-"0-_:;> ' R.D.D. 0&:&fGNEC BY A R ,, W ~ CRAWN BY J~W_., CHECKED BY 'R~D.D~ SP C:ATI SCALE: NOTED Nn JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 27 535 E, WALNUT ST. PASADENA 1, CALIF. OF 4,7 SHEETS \ \ \ I I I , I I 1°1 I I I I I I I L-10 Ii I i : L_ 0 L --- r Li 5YMSOL 5/7:,£ 0- AS SHOWN Do- )SA- 14 - I ' I 14 LEGEND DESCRIPTION CONDUIT RUN EXPO-StD CONDU1T 1,U/, UNOeRGROUNf) CONDUIT RISER ----------"-~- TOGGLE SWITCH,5/NGL,£ PDLE, .SUAFAC/; OH FL tJ .SH MTO. AS RE<iD. --------s---------------------l ·reLEPHONG OUiLci :scHEDIJLE: -LI C.HTING PANEL "A- CIR. $~KR N< ~' N9: AMfl.S ; RJLfS ours TYPE I.OAP & l.6CA170N 3 LIGHTING 6A:SEM/i,NT 2 2 Do. Do, Do. f /00 /000 ,0Ti __ A_1.. __ _,_ _ _. _ _._ ____________ __,__1_oa_o_-_,_1_o_s_o--i&., TOiAL PANEi. t'.OAD IN WATTS /4/3 0 I j ,_,,.,_ L -------- :a 50 r~D ' • - I L__J ' SINGLE LINE DIAGF<Afvl -~sow= -- COMH. s·rnfrri;i .S.lE.lI!: 4 LIGHT & POl'-!ER CONTROL CEJvrEP NEMA t £NCL05UH£ Dcff\lL N-"L ---:5CAI£• '/,."=f'D_" __ ' <> IJ) I PLAN -BA5£MENT APPROVED _ 1 , 1 -( &?_ --, j I!-? BY -;;, ~-.,:c---:> .J~- --: 7DIR£CTOR OF PUBLIC WORKS / II --1:c. -s7 ,DATE. 5-" id ,:YZ-:-, ?l) ~ , ~i p_, - 3: i~ z , c1rv OF NEWPORT BEACH, CALIFORNIA I _:~iii ~ 1----------------------1 ~i g~ ;; SCHEDULE I ~i~~ ~ BIG CANYON RESERVt:JIR ijS~ 0 1----, -CO_;_N_T_R_OL;;._--BU---'IL..c.;;D;;c_lN.;_;G:..;.;..;._ __ --1 DESIGNED By E ·,;..4 • /I DRAWN av ,c:,q,,q_ CHECKEO BY EB·W. PE IFI -ELECTRICAL PLAN AND DETAILS SCALE: \ ____ / ,- JAM ES M. MONTGOMERY NOTED -CONSULTING ENGINEER SHEET 28 535 E. WALNUT ST. PASADENA. 1, CALIP'. OF 47 SHEETS NEWPORT BcACH RES,N~I /N YICli'/ITY OF 11,;t!!ST~ MllNROV/A 1/DTSHOWN, , / I I I I BIG CANYON RE'SE R VO IR -VALVE OPcfiA7'Df1 S!li:JC::tu,6 -Sf=e ,5/ii N~ a, I ,_2"G, Q"fL Y {L.77,;,) .,, 1c4-•c ONi.Y(POWER) ~.ft ,1h1: //~i!~} TO .5131?.VICE POU • E.:..:.:. i L,)_ ! ! I --.~ .. ~.': ... --,· "" -r --~--c;_ ::.-~-..... _ -l_. I 000 5f'H) 0 I 000 2.00~1 JOOU GRi\PHlC .SC.Ali: i/'1 F--01£.(iT- ,-------------+----1114 SCHEM/~TI C CONTROL D/1'\SRAM GHL◊R(NATIDN, 4-?."VALVE & .30" 8Y-PASSVAlVG ·rsP11RLING1 1 5 C r-t.o,1 1 l MiTE:!//"6~Jj 70 13£ R&'1'/(.1!-'£h £ liKi.~)t~i.::·LJ 0/'I -/ll-.m?IJJ.J/;;,V,:;· b'Q;-1/.;'P _____,. Ai /y~s-w CONTJ?O,/, ,tfJ,CJ},;,.' .:st:/;· 0L7.--;y,,£ 4,. 6Xl$17NG M,W.D ,Cl.OW /16/ER CA.6//',1~r FLOW 7RIWSM177ER LJNJ{AGE 7lJ Ee __ l/1-:i"lAli.EtJ, --GtJNCR£T!;; t1JM5fi.· SPARLING 5TRIP Cl-!ART RECDR/J/N6 (•1£7'ER CA!'JINET M.WD. fcRtYLEAF CONN£CT/ON EXIS~ FL.OW , M.W'.tl BIG, I CANYON RES, M.W,O NB/fllll BE/K.,f\ R.E.5, fia4_ ,----------·--1 I I D£!All N~J '5CAL£ -M.T.S 7 , ,, -o 24''. FL-ow--- BIG C/\NYt.VJ RES. 0-JOOO ars 'ATER li:'li:.L h.EWPo:;"":- r----- -- ---1 --, r--r --~£L.i/3R/1; POWCN. PACl<. --+-~-----·- T : ~ECEtVERS_ :j _J /~ .J _J Bot, ····-··· --.. --------·--->----+------<-,---'-- L-1 Vl'AL V £ _c::>PE(\l• 7_,:>I!.__ 7 120 1/, bCHEJ\/lfff:C' DIAGR,'.i,M .54,, /"'Q'r'Qn ()-•,>rC,{J'.)'(-\lf•f\UC •r f .~. tr.,,n,,, ./, , "'i •. ft:, iiT I I I I I I I -.. -_.J /1ltiJ:)R :..~t/Jt,:',~}\) POWCI( C.ON,~ndJ, c"L"l/?'l:-1,; -,.-;, 1-----·------------·----.·1 -1 ______________ 48_?Y_____ _ ~cl 1 Tl) /NSTR.Pf-lNGL L __ --- I I I I --It----I ---__ ...., AJJJST0"5PED£ /¾/IELJ I 1[oNTROL Cl'31-f7tcR) • -~1 PUliH!JllTfl)N CO!,rR.OL DNj [v'\ I ~.5TRUM£N,T .PAN8l ~ I FU.5!!5 _ j I (LJ/IJrr,sw. ,:1fvALV'6 I I I .571:JP ,S'/7J.RT 1 1 1· ,--7, 1 ....L R I I -L~ -~ la l . 0--• --,-II=-:,--,/ v-----~ : I -I I ._Ra_ • .,__,,v,rvv\-. I I I .\'JiJ'.ffAr; TORG!Jf I ~------+--I CLi/ltH VOdTAGE- ) I /q'-I -'--------------------" L ---____ J I_ -__ _j 5CREl1ATIC DIAGR.A/''/ 73 -WI R£ CONTROi~ -50f-P. AJV5TD-o?.E.Dl /v/OTOR SCHE/vJATiC DIAGRAM ----··--- £XIST4". PoWEfi' Sl:!f/V/Cc -EX/.,;,7'6 T.€1,. St:f/VICd fliSTALL& e4,V,,Y6:;7 ;0'{1,/ C.O,~LY (7E/.)& 1-?'4c,z!;4, P<2 W E.R FROM PdMI' /lOI/SE ~~·7JJ PA'tili, Tl?A/'IS/1t7Tc'R EXt~>TiNG f-'llMP --HOiJ-5£, PLAN -Ft,il,qT W.GLL _$TA,,V£ PIPE. /3.".SQX /O"W,\'t'.i8 ~SASE FU:wr WGLL .::iTANJ) PIP£ ---prfDES"li'lJ.. TYPI; -PRGSSUR/$ T~$- MET£R & w;q7.c?1 LEVEi.. ilfAN$Jv/f$.:"ilclN -RES£RVOiRS lf'.24& 5, Ml7T£//.. l?tfi~,_,~L TEL. .. CIR,_ PRES$,7Bil1V$., L: ->--+-- ·•-FERNL,9.F ·nw.o, Fl.fl\'1 )---+-+---....... llLWNT/101.. BL~. -RBS,_Ne,ff:.-:;, WJ.YJ'ER J.E'{fl,, Jv/, 'w,D. f"l!)W Die:stGNED Bv .E·EHI/ DRAWN BY f:/.J.R CHECKEO av_F,8,W z 0 APPROVED - ,BY (7,;;;J,;.,t:.),, -G-6- j L.,,/ CITY • '.liiRECTOR OF PUBLIC WORKS OF NEWPORT BEACH, CALIFORNIA t i-------------:====-=--=------------1 ii SCHEDULE, I ~ BIG CANYON RESERVOIR 0 i----------------------------1 CONTROL BUILDING ELECTRICAL DETAILS > / w .; .... ~ ,, .-. , ATE k ·12:. -!7' ,-, ,· ..... ·-•)F..--...t!..:;;1···-·-·---, _, SCALE: NOTED JAMES M. MONTGOMERY CONSULTING ENGINE.ER SHEET 29 535 E, WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS C::.P r f"'AT I\. \ ) EXIST. 18" C.i. PHPE k--8'-0" I , SLEEVE-TYPE --- ADAPTER COUPLING 6" VENTS PLAN OF VALVE STRUCTURE , SCALE ·_ ,11'2"=1'-0" 36" DIA. MANHOLE FRAME AND / COVER-ALHAMBRA FDRY, CO. -]l411x2" 'F .. B. • A-1261 OR APPROVED EQUAL. -IJ."·f==~~h, --·-~-- I I I \ 1/2"x9" MACH. BOLT WITH TWO Nuts VENT PIPE CLAMP DETAIL SCALE 3''=1'-0" .·~:-I---Q• :8 ,'' , . ·-· 4 'r.'.r : --. 36" DIA. PRECAST _ 7 _-._; CONC. MANHOLE _; _ ~--~ -· SECTlvi,_, Ill .,:_ '-.'-<' ,l,4@12"\ ~ ~ ;-:_ '11a 4 @ 6" '-ii>I ~ :' -. \ I /4.. ' --.. • +----\----l,-----4'"'-~f----+.t.:.'·_rl·-f-------1 -~ , -. -, --·la • • • --.----.-·-o, -• d LADDER SEE DET_. Si-!. 5 SECTION "A-A II DRHLI.. 9 ROWS OF 5/8", DIA. -HOL.ES AT ! 1/8" - 18 HOLES PER ROW. STA~ERED),· ~-"F=!c1~ 4 i:t "' J N ;.:::;;=:; ,= ./-_\ INSTALL UQUID LEVEL-lr-, rh<I -·/ TRANSMITTER ON ' L _ . PL YWOOO PANEL EXUST. 8" FLOAT WELL i i I ! ' : ! i I i, ! i ' I i}-----EXIST. BLDG. ,I •: INSTALL CONSTANT y--HEAD TANK ' i' i_ • -EXIST. 14" .-1 FLOAT WELL SECTION "C-C" SECTION "B-8" ---( /EX!ST._!B_" _______________ _,. 0 "' I N 0 - VALVE / 6 I I STRUCTURE·,~ .., ., K SITE PLAN 10" --- 31-0il ---------• ' RELOCATE FENCE • 81 011 · EXIST. 18" --,-x--,l_~_, __ ~, EXIST. BARBED WIRE FENCE >< SCALE: V 4"=1'~D" 91--011 I I ! HQ11 ; -~1-=--tj ,I ~ I ' =1 'l' ! ~ PLAN OF ROOF SLAB APPROV~p /7 / 'i , BY ( //.., 7 /4---c e&-f-f- / DIRECTOR OF PUBLIC WORKS '" l/-1.,:;:-p7 DAT£, -¥-,1.;, -s;z - z 0 CITY OF NEWPORT BEACH, CALIFORNIA i:1---------,,-,----=--=------------1 i SCHEDULE I u ~ 1------B::cl;..::G:___:C::.:A--"N'-'-Y.;,._;:O..c.N'--R..::E:.c:S..::E;.c.R....;V....:O:..cl-'-'R ______ 1 ALTITUDE VALVE STRUCTURE AT NEWPORT BEACH RESERVOIR 'I f _,;~~"::.,<.'~-,S-' ll--1~· -l/7 -'· -~;.~ '"'- D<s,GNED av..ILO. D JAMES M, MONTGOMERY DRAWN av 1::.c.c·. NOTED coNsuLTING ENGINEER SCALE: SHEET CHECKED By __ C. B s !53-5 E. WALNUT ST. 30 PASADENA 1. CALIF. OF &7 SHEETS SPECIFICATION NO :E CJ) ~ ·""' I (JJ ~ 0 S> 0 ..9 -n ()' t' LP "' z :i "' !!, 0.. w z :J w !!:: 0.. "' "' co "' -.. IL d o- 0 <{ z 1-w en I ~'ROPERTY LUN.c: - I ' I I ; 0 I I I STA. 17+50 ~ / / / \ ''PRESSUREREOUCING ltALVE STRUCTURJ;:. \ \ 17.t. SE;E·· SHEET 4ff (BID ITEM N0.20) \ \ "' /"BEGINNING: OF 18" PIPELINE STA. 0+16.50 I \ + y COURSE· SPUR / VALVE STRUCTURE SEE SHEET 44 ' y LIST o/ 0 / ~i /~ ~ OF DRAWINGS SCHEDULE_ UI ,,-TRANSMlSSUON MAINS SHEET ... ... 4S. TITLE KEY MAP mil 1~1'fAN$7\11SGION M:AJN -MARINE: AVENUt== FROM BAV5JDl;i !:>R?V:": TO COAST 1-llGh'l.'J..Y _ 30!1 TRAi'ISMISStON MAIN -~. tl+U,-'Jt TU STA, L7_+.57J 3011 TRA:'iSMIS6ION MAIN -STA, 17+50 TO STA. 36+63, 2.6 110 11 TRANISM 1sstoN MAIN -·: STA, 36+63 .za TO_STA. 55+oo ::IU 11 TJ.lANSMISSIQN MAIN -: STcA-, 55-+-0J 't'.O STA. 74+00 so" TFsA.NSMISSION MAIN -· : $-TA. .• J<!+Dl,l TO S.'fA,-9S,,j,,_QQ_ 3011 Tl'tANSMISSION MAIN -STA. e5+00 TO !iiTA, 116tU0 3011 TFtA.\\ISMISSION MAlN -STA, 116+0'0 TO STA, IS7♦DO 3011 ·rr-:ANSMISSION MAIN -S'i"A. 137-Hl/J TO STA. 146+ZI • .:s 1011 TRANSM.SSION MAIN l"'lf:"TH AVENUE FROM COAST HlGHWAY_ 10 GOL.DENROD A.VENUE PRESSURE REDUCING VAL.Vii s-cRuCTURE AT MARIN!e: AV~MU.E AND BAYiS-IOE PRIVE VALV~ STRUCTURE AT STA, 8+30.lti VAL VE STRUCTURE AT STA, 57+60 VALVE STRUCTURE AT STA, aa+oo AND M]SCELLANE:OuS 0.ETAILS VALVE STRUCTURE AT STA, 1 IJt 17 -ANO M ISCE;:!.l..ANF.OU:3 DETAlLS MD:G<C:ELL.ANEOUS DETAIL$ / STA. 0+21 VALVE STRUCTURE ' I r----_ EDISON COMPANY SUBSTATION ROJ ·I \ EXllSTING NEWPORT BEACH , RESERVOIRS NOS. 4$5 I I SCAL,E; !" = 300' ;::::-==~===----- \ 6(10 AC. ~S CANYON R \ER'IOPR \ / IB" T+NSMiSSION MAIN I~ I i b CITY OF NEWPORT BEACH, CALIFORNIA z 0 '>b .. ;:: 1----------------------------1 "' ii' SCHEDULE I[ " " -~ ~ 1------T-'-R=cAc.:N..:cS'-M;.,;;IS;:;..S;;;.l;..:;O:.;.N.;._;M..;.;..;A~I N-'-S;:_ ______ 1 ~ 1 .. .,:, !~ '"' ' \ DESIGNED Bv J.-\., ~, R :- CRAWN BY CBS/A'{,.J CHECKED BY R ~0 ' D' Tit'"\ SCALE: KEY MAP ' J~ES M. MONTGOMERY SHEET 31 CONSULTING ENGINEER 535 E. WALNUT ST. PASADE:NA 1, CALIF, OF 47 SHEETS I I \ \ I \'n :c ;-I w - 0 -n .r:,. ~ I ~ ..0 ..9 (P I --.J lP 80 70 60 50 40 30 20 7 8 --- ~ -; I.LILLI ' <( • 9 - 0,0326 cr, N . 0, ..... 10·~ en: .. , ~:1~ <( > ~3'.: I I I l ~ r.. I i iO - ll ~-P.P. CL PIPE CURVE DATA ~ 70 02• 05" R"" 1180,00• L =144 ,88• T =72.53• ,, I ' -I- <( :::i 0 w s 0 060 I- 12 PROFILE , E.C. · • STA 13+6J,!u (i_ ROAD ~ r,,__ 30 ,. TRANSMISSION ~~ + + ----. ~~ 00 . . WW PLAN ECTION FROM_ & TYPICAL SO STA. 50+84_ STA. 21 +oo T 135 P.S.I. 13 EASEMENT • --" <· >[ L 1 14 VAR JES ,.f: " 0 '-~ " .. oJ ,J ?:;· '-.: I -, I 1/1~'· ' ' I ·"CTION FROM TYPICAL SETO STA. 21+00 STA.8+30 I J -I "" ~ ~ ~ w "" 80 70 ------~~8ijg:}----------7--' ffi :, • w "'-' ~ W 50 ~w w 1-, >' (I) "' M I·· i;J w :c (I) ltl w (I) w z :J :c 0 -~ ::;;: I APPROVE;D --J A "'- (k,· . j d J--f:r-WORKS BY. _ ,., ECTOR OF PUBLIC , D,1R DATE fL--/;,, •.fll CALIFORNIA \ ! J ·-·-~-= E R.0. HOR,z: i"•-ccl'::· CONSULTING ENA 1 CALIF, OF 47 SH DESIGNl!'D By _ Q , .. , PASA0 lZO E.R. • VERT:n'1 -.,,.~, 535 E. WALNU 0 T ST. SY. 3-7 DRAWN BY RY. 1,561 -,re R D. D • ; , ". .J C"' C,ifl'.41 CHECKED BY • J<'!# -,;,n iil:i[. •':,1 s C c TIO ' -· -- '\) ; ' lfO 70 ' 60 40 . . Ii; a. Q,, t) "' -Cl 30 z l-D.. "' .. .., ti) ~' • X -II I t) !i: Lil z 20 0 0 •• t.) 0 . M i:- ' N +' llL Lil 0 -' 0 0 0 Lil -. <( > Iii z - IQ 0 8 I I STA.0+00 ------------ Ul tll ·i!) 0 EXIST. 30" TR. M,· STA, 10 + 37 .08 ----------------~ -l------+----4---1-VALVE STRUCTURE = ~~ -+---------------+--------.,-c, --+--1-----------jr----L'") N -----+---+-+--! " tll EXIST, GROUND LlNE "' ·"" <( > I-z (fJ -I . I'-. <( I-(j) t) Cl a, . tO 0 tO O' + • co .J •-S=+o.0200 00 W, 0:, 0 w 0 ; + ..l cr, Lil . ,I / _L -I I "' Ln . ... <D . . "' ..l, ' "' w ' ..l ,.,, > .. z > • ,-.. z " Mi + w I "' P.; . ..l w >" z. ,..: + 41.0 0.. - <( fl-f -<( I-0.. 0.. . ..., <( • ' <( ti)• 1-- "' .,,. N EXISTING PAV•T SURFACE~ ·, i:} ti) ~ -(/) ,I-0 '(I) Iii ~ b ti I 'I ' ---------+-----~------+---'--+--'-''---\_ ----+---M ' i I I l I ~1----'l ' ' . II. . 0 !!! Ri 0 OI 1 ... , ' •I < '.J • <( ~ Iii ' ' l (J) ~ Ln w I ~ :3 ~ O.OJ80 WELD ALL. JOtNTS FROM !STA, 0-1-17 TO STA, li-00 2 N 08 N + "' Lil . <( . > I-?: ti) S = + 0.0636 3; . ... "', + M FURNISH AND INSTA L __ ',..__{ FUR !SH AND JACK 90 L.F . 30"x5/16" STEEL IL 30"x5 16" STEEL fl CASING CASING FROM ., <( STA. 9+31.74 TO ST . 9+41.74 NOTE Iii BY OPEN TRENCH M SEE DET ., SHT. 46 WELD LL JOINTS INSIDE . CASING' . m 4 S = 0~!018 5 6 7 8 9 PROFILE ~~~:::--r--i:---7,__-t-----=A_VENUE 1 ," EDGE PAVEMENT ~====:::::--: ______ ::::::=--------------1------~~ 'i-JAJL✓ / ·t-So, ' ,.::Z:- ---__Jn· r--1' -g -ll;,iNAT_E __ R ________ ---J ..__ / EXIST. R/W / cc--_ / J ~-,,... -----i:e) -------=·· ------._ ---/ ~ ~ '-J 7 -~ ~ -----------=--~---------------,-t -~-,,___ - 4 .,.----·--· ~ ~ ~~~ ---·--··---·• 1 --=-. _ J:: _<i. EXIST• MARINE AVENUE -~-.:::::-------I '-._ ---c ~--7· :C .,.,,-_,,.. 'IT ~ ----~-~---· ----------------== -------,,1---;I, <' • ,// ."'\ .---.:::::-~ "i • C: !2 30• EASEMENT ~----.____ / "'"' -~ ---,, \·--J,~~=~-._:-------,;;' /--. ,/ ~"'"' ;;;::~ ~. ----I e1, I ·-• . --...::_·· r ~ 'T0p ~ / 'J:._ _ '-. / ,,i,."1 ..-,::-./'~"S,.,..--__ _ , , is,,· -• ._'t.. "'Ro,~ • fr/,., sg/ ~ "'"'· 1 'r ~ ,,,,,. .,,..,,,.e " =----I : l,O -......_______ .,... VY. 1 .::::, ,-'> '-y / 'f?Y'-t,.'v -~~,.,-~ l -, ---------' I ~ ,--:_ "141y!fol l G? (/) rl I II) ' 10 ' !/>-,;;, .~ ....;:'..-:,, .. ✓ • ~------.,, .;z;;;.::::,,=-"' • 7::_· • .. ,:_ 4 l'J!AJ,, • ti/§ «> !!J /_,...-✓-/ ✓-~ --.:. ,..;;:: , , t:t;-1 ~ ci I O <' 30;' /...-~· • / --~ -.... ----. -: ---.::::::--.:=::. ___ ,,___ ✓ ; .r. ". , $. (;j \ -f!t.! / //~ ' ~~ 8 5/8" GA5 -~,~ ~-=-,;;;;;------• .__ l.lJ [:f ,i? f: '---.__ 1 / ;· / / / ~ -~ .,,;:. f::: ;-,,~0 .__ ,. --19,, ..._,._,, __ s,9 , • ~ ~ fl I / / / / / / . _./ "" ""s,1~'" ,_:-!Si!Zb ~ ~S/a,,-;:"""",,1., i:~~:.~~R~~UR~::,:E " l I I """"'~----// --~/ / .:_;;;:;;✓• ,._QGP !,"<· j{l...!Nf:~\·-......... JJR.'l'F""~s.t... ,ST;,~0+48,56~~,,,_,s:_~ 4 • II / ) _ .. ✓ ,. ., q_ PIP!;; cuRvE DATA , /r P ... .,_ Q:. /2 ~ -----~_. // . . _/ .•. A =.s7042,33n /t;": / <o l/\/G'"""'~ I STA. 8+46.66 ON 30''PIPE ---...___ Q ~ I I I / / ::1/ ~-R = 380~00' I 11! I, ;;:· ! ' ~ ----• .__ ,~!?. 'r--1 .'~ 1 ~-/ , ~ L=382.74' !J; ;J; / I , -.\\,I' :§-"'"o,,· •• ,o~.,, // II wl I ~--t~~ / / • T = 209.38• ·"' • / / t'· - \ \. •A -,; ;;--,""->•, s./:',-. .__ ·v1., -----------ui , 01· , / /, ..,. <t' I ~ Q , c:· .., S<;;,,,_---. " o ..____ QLl.J Ii &, l:Y,' ;;_ v·· <o1/'~1'-/ / ' -i,. iJ) I (-:. I ' ' :Jtjis· .... I~ "/..l'l-' ~ <: = /fJ I I -' ;:,,.,, l..~ o' :,.., • " 1/ I .., 6' (a I Ii. ~ '<Q,. • 4,2.__~...._,-1,2 ,"';:;: h 11 I-'-/ /2 ,,,, I". --:./!' , ; /'. ,,.;_ sl:'./:' "'.Ce-.__ ·.'ii/"'"""" ;,: ~ I fg $_;, .. '_.:·/ !~, ---L~ 34, #1 '~-:-· \ ....!:"''l'. C%:::--.._ ~ ~ I I 7:' // / 'li:~-~/ ',S,::i. i;' ~-f~I .lfi~;-~'-.::::, '\ ~JrJ-:4~(j \ -I I / , / ◊ 1--------------------:J ·~' ~ ,!>, vs,,.4 ~ s,. ${, l I / BENCH MARK. ~1 I I /~~ <io,o/ • u.s.c.~G.S. B,M, "c -77!" STO. DISK SET c,J s¥/-s,,.l??;;ot ~ .....__ µ--~ _.---I\! SW, HEADWALL OF CULVERT AT SW. COR. , 4 , Cf.,,;;.,. "'-V//' __ ..--,...-OF COAST HIGHWAY ANO MARINE AVENUE ~ v.,..~·-. / / _... .J.....&F ELEV. 72.5!!5 u,.s.c.tG.'S,DATUM. / ,,.,, --· --r . ' J!n G, V • M • • H. -BY II WORKS 80 50 40 30 20 21 M: STA. 1+48.88, .,:l...--~16°z[pz3n .R't PROVIDE CONC, THRU=7' J3LOCK SE:E DET., SHT .. 46 z Q CITY OF NEWPORT BEACH, CALIFORNIA • STA. 0 + 31.4 + 'PROVIDE ~ 1----------------------1 ~ SCHEDULE TI ~ 1--------'-T:....:R..:.:A_;;N..:..S::::.· :.:.M:.:.I S::::.S::::.l:..;:O:.:.N.:........:..:M..:.:A..,;;l:.:.N:....;S:;__ ____ --1 . -'i_ rnn C.i.P. //_ J ffi/ I'<. • PRESSURE-REDUCING ./ ..,_. ' ' VALVE STRUCTURE--:-' 1,0 • __ µ.,, . II 8-;; SEE OET., SHT. 41 1~ !/ •. ". GONC,PIPE SUPPORT SEE DETAIL., SHT, 46 PLAN 18 INCH TRANSMISSION MAIN MARINE AVENUE FROM BAYSIDE DR. TO COAST HfGHWAY (BID ITEM NO. 20) 1.tt-• {!, , ;l -:; ;:: ;J 1; ; / \\ ' 4 PT. STA. 0+5.8,84 .ti.· =84°13°36"LT, PROVIDE CONC, THRUST 8 LOCK SEE DET. SHT. 46 SC/I.LE: DESIGNED S'f E,. R DRAWN BY E,R.O, VERT, l"=c8l R DO.· CHECKED BY ' ' -, SPECIFICATION NO. 1 SHEET AMES M. MONTGOMERY CONSULTING ENGINEER 32A 535 E. WALNUT ST. PASADENA I, CALIF. OF 47 SHEETS RY, 1-5610 SY. 3-7120 (I) ~ ~ • I ~~ ► ..() .$) ~ 6' ..t> ---J {J) 40-~--------.-----------~--- N "''+--------!---. Q. ~ a.--ht8..--+---------MIN, DE SIGN PRESSURE= 135 P,S,L . 1--------l----------,-,---t---------i--------------~ ;::; ~ ;::; ~ I-U • u • ----------L------------+-------------:r----------------1--------------+--------------t--------i ------.,,]-',~ Lt') I. (.0 W /,D 4! 40 !i: --(/) 30 w•'---w--- lJ) -- i ---- ~7 --+-------;;_l-----+---------------t-------~rw' .J ----~o '° ::, "' u. "' > co > EXIST. GROUNQ LINE \ iiJ ;;; o + u. z ~-~---------;;;-:;:~;;;:;;d~;;;;;.;-;:;~~RF~;---=::---t------------=±=====J:======~===~~i~~~=~~E=:=::::==~~~=-=~i-:::~~=~~m 30 ;t; ci ~1~ ---------t--------------u I --+----W <C O ----PROPOSED SUB~RADE SURFACE , -_ _ ---~ --W <iii: 1-..J ----(/) liioo U)Dl ~ " -· -~-----· " -I "' "' . _ 18 ~ I-!-r-r----:C (I) w w en 0 '" I I \ / / ~ --------z I s + 0.0088 / < ::c 0 .,.,, ~ + ~ ' -- "' (/) -W j'.': u u ti) < 0 0 0) 0 -+ '"' ,_J = < . ~ > z - :c -u 20 I-<( 8 ~ 22 19 t1e \ . '""' •LL '" STO ASBESTOS. CEMI SEWER CAP.. 1' R O F I L E /;,_ i\ \:J Cl_ STA. 20+80.18__,J_A_MBOREE ROAIJ__NORTH = ~ j 8 , ~ -"-q_ STA. 16+50.40 JAMBOREE ROAD WEST 20 21' 23 24 25 26 27 28 . ~ ~o ~ ~ • ------------------------------------------------,,---.----1 .J ii D'. --~---------------------------------iffll---------7 ------------------------iil ~ ~ & t/ / 8" ASBESTOS CEMENT PIPE !1:iif . PROPOSED R/W "' [;j ~ ' m ?3/ ~_::S:_T:_:A_:_:_• _:I;::_8_:+;::_S:cl.c_:6:_::8____________ :11;1 .c<--? -36" C. M' P•.S \\ g (/) 1 2 I _ PROVIDE 8" FLG. ouTLET , u-_r: _r,,, . 1 w ~ < 1,11!rf ili \ z .-,, • 811 FLG, G.V.AND, ---, . \ -~ g ( V • VALVE BOX. SEE DET.' SHT. 44 ~ P-_<:R~O:'.!P:.:OS=!::E!:'.D-'J"'A':!M=B'.'Oc,Re,E:cE::_:R"O"'A=D_N'-7O:ii~~tH I -------------------r---------------------------------------------,::;_t---~-+-~,-,---,.J :i -,_ ~✓-0., --![~>! •• ~ 31}" TRANSMISSION MAIN ' 1 / ' ' g 0 o g , -rr--/ , .. ; , _ °''' , , _ . , _ _, , ~ I-• ---1111 ' I ' j-----.... ' O'\ ~ I O ::i: ,o: , I -11\ ' I l I / ~ -"" ___,_ ------__-1 U.} ~~ 1-~ 0 "', "-, ----------t,' ----------------~------------" -------0 -,~~-----------------t ---------' I 31)• EASEMENT/ "---STA.-25+50 CONSr. l g _ lil / "'---sTA, 18+66,68 STA, 19+55 CONST, 1U j __ A_C'.CESSM,H. W/2._,,0c,_" ____________________ _,_ ___ N ~!---''--'--------~ PROVIDEADP, FRCXVI VALVE FLG. :~~:::~• SEE DET,, ___ ----------------____ __, ____ ---------------------------------~~;:,O~~!4 SEE g ~ TO ASBESTOS CEMT. PIPE. SEE D ET. SHT. 44 PL AN ' 45 I ~I ,..:, 35 "'1 + C\I: M· :'Cl Ull BENCH MARK: ; < TOP OF 3/4'' I. P. ATCOR. OF GOLF COI.IRSE . ELEV. 83,44 U,S.C, AND G.S, OAT U:M I I ffi _ 29 30 31 32 P RO E I L E 33 34 35 so i"':I ltl ------------------------------------I-----------------~ APPROVED - 1Il <( w B y () ✓::~; _, f) k /J--/1-, - / / •DIRECTOR OF PUBLIC WORKS DATE//· t2·5r w ti) w z :::J . <( I-OI g lil 0 °" I -, PROPOSED JAMBOREE ROAD NORTH BC STA 3• _(Q sa·' JAMBORtcE ROAD NOt< 1 H ' -----------=g -/ r-30" -,,RANsM1ss1ON ~A1N \ -'8 ~------·--------------- "' ------- r--; cr, + N "' u < Ill q_ PIPE DATA R=ll80.00' T = 183.65•· L= 364.38• I I / '• •' . ~ ,I f( ! llt.J Z 'Ci Q i ~ ~l-------------,------------------1 ~ ~1\c .. ,_ 0,1!> ii: SCHEDULE Jr " ~ ~ \1"' ~ TRANSMISSION MAINS "' !C\~ ~ 1---------:..:..::_:_:::.:::::::=:::::~:.:.._:::.:.:..:::.:..=--------1 i ~~ 30 INCH TRANSMISSION MAIN '< """ CITY OF NEWPORT BEACH, CALIFORNIA l ~ ~ .STA. 17 + 50 TO Sl'A. 36 + 63.28 .,,. ::;• Q t ... ,. / c " ' SCALE, JA'M•,.'Es M. MONTGOMERY D'ESIGNED BY .. ~ R • 0, 1-lORiZ ,l "-40 B W .D. DRAWN "-----tVERT .. Jn,,,g, CONSULTING ENGINEER CH"ECKED By R~D,D .535 E. WALNUT ST, PASADENA. t, CALlF. OF 47 SHEETS RY. t-5610 SY. 3-71ZO SPECIFICATION NO. I,•/ 4 0 ~:., F"' ~• . e;::· ,i ,I . ' (I) :E :r -I I . OJ_p. OI ...0 0 .s> 11 (5' ~ I CJ) 90 80 70 ' z 0 -I- 60 <( ::> (J w 50 _ !30 ·120 110 ____ Mll\l,_Q!c_SIGN_PRESSIJRE 135 PcS,J. " . MIN. DESIGN PRESSURE 135 P. S, l, "' PF_QPOSED _/ ; PROPOSED SUBGRADE SURFACE "' . I-J: ti) _l1J w ti) w z J 41 --------~,--------------c'c-----------~--'---------42 43 ·p L A N -". ~- i.: I Ill <( . ~ "' ,-.; z . . "' "' "' 0 + + -N i;:i ·LO <( <( .<I! I-I-:::> Ul ti) , (J u _u w w w "-ti 4 L 7 _____________ 1...1a---~--------_-.4L9-_-----------_,, __ c150,--.------------s-'-,------------_Js2 ______________ 5-1._,-------------=-"4L,,--------------,J"~ hl > 0 m <( hi w ln w z J ::t u I-<( ~ 0 0 + .... ... .. .<( I-111 - I 0 0 u, 0 "' 0 N 0 " " "' + 0 "' ~ u Ill ' P R O F I L E % P!PE CURVE DA]"A <l. =-9· 26143": •R =·nao, L. = 194 .52• T = 97, 58' _ ;p L A N ' "' M . l-;i; ti) w w '1l ¼! ·-,- ' -I 45" /30 __ nc I 120 . ~ ' --~ .J w Ill +0.0168 w no w ti) w z J :i: ~ 0 '" I-(,j ! ..:( 100 -2 . ..J 0 w 0 ..,; ~ z 'Sr ---,------------~ -<( I-Ul 90 . 46._ 47 DR.-.WN BY BEJ,ICH.l\i!ARK ORANGE COIUNTY BENCH MARK, 3;4-" !RON ~OD, 50' RT. STA-, 44-f IO __ EL.EV. 119,30 U.S.C. AND G.S. DATUM APPROVED BY _()fir.,~•:_),#-- 1/ I DIRECTOR OF PUBLIC WDRKS DATE 11-12. 0 5/ • !u ,i\\'. cc !ti" it <,§ z CITY OF NEWPORT BEACH, CALIFORNIA lo, ~IJ 0 ~ I!>§ t 1----------------------------1 ;; ~II: ii? SCHEDULE Ir ~ :::,.-...: u -~ ~J ~ 1--------T_R_A_N_S_M_I_S'""'S_I_O_N_M __ A __ I_N __ S'--------• ! l' JO INCH TRANSMISSION MAIN TO STA. 55 + 00 \/ ttomz.!"=40, JAMES M. MONTGOMERY SCALE: SHEET CONSUL TING ENGINEER VERT : J11:.c::=t' C:MECICED By R .D. D. 535 E. WALN UT ST. PASADENA 1, CALIF. 34 OF 47 SHEETS RY. 1-5610 SY . .3-7120 ' SPECIFICATION N. -, \ \ I 130 1-w 120, ~ _ (/) w w (/) 110 _IOO 90 -~ .J :t (.) 1-~ o "' . g ~ + l2 J <!. w I-> Ill z 55 180 170 MIN. DESIGN PRESSURE= 135 P.S.I. !30 . EXIST. GROUND LINE ------...,_ 0 0 0 ~ I I +~ • 150 EXTST. 'GOUND LlNE 01 • EXIST. GROUND UNE >--~-~ __. -..-? PROPOSED FUTURE GRAbE -----------_ -"' J __.---,. , • 0 ' ~+----__ -_'---~--------f-'l,e20,,__~•---~-----+------------~•<'-j-;:~L• -------------1-------------c ----0 PROPOSE~l?GRADE SURF~ J (I) z ~ -:;---------___-: ~ /-PROPOSED FUTURE GRADE -~-----~-------~---------~ ----------~---------<W 140 S = -0.0052 _,I \ • S= f-0,0160 'Ls=+o.0119 .J ~ ------l--------------+---------~'4---+5'------------+-------~/,L-------+-------- II • .o z ai<( 0 "'" j: ~~ NOTE FROM STA. 57+5B TO EAST END OF LINE THE RIGHT OF Wl",Y WILL NOT BE GRADED PRIOR TO CONSTRUCTION OF PIPELINE 56 57 MIN. DESIGN PRES! URE -135 P.S,L <( -.:r·fri 0 ++ w "" "'"' _; . 5S MIN. DE_SIGN PRESSURE= 200 P.S.l. w O> 0 -0 0 N ro + .~ ""4~ :£ ~ w~-'=+----------+-----------=--f'-------------+--------- w.J ~ - lJJ w <( ----- 1,j ~ Iii --z --:J C·, ,, ----l-----( ___ _ -- 7D "'' 0 N □ + '° "' "' ' 59 PROFILE PLAN GO ' I ' (.) g i / ~---<" gi'.5 ~ ~ [;l / ~ ------~ '--._ S=+ 0.0700 ~ ~ ~1~~c=~=~-=====-=-=-=-=-=-r_=-=-:_:=;1✓-1~--=~-===-::--::::::,.-~~~==__;:;;--=---~---=-_ , 125 ---~ - w Cl 0 0 0 J W 0 0 > J; ~ <D 130 \ -----I ----\ ' '--s S=+0.0327 51 62 '-.___ S=-IO,Oli2 160 L,..--' -.........._ 3011 PIPE +> ,oW . <( I-t/) 63 64 "' .J -w < 17-> Ulcz - 65 120 -66 ( ----~='-------------------------------------1 STA, 66-1-20 TO STA. 70+40 STA. 73+70 TO STA. 74+DO PROVIDE SA.ND l3ACKFILL TO i•-n-• ABOVE TO? OF PIPE, SEE DETA!L, SHEET 46 l".K. IN CONC.BASE OF GATE POBT OF FENCE. 19.5• RT .STA,60484.19 ORANGE CO.ROAD DEFT, P.LiNE ELEV.126.672 U.S.C:, AND G .. S.DATUM APPROVED BY I 12 \ . " ·-· ,,, l~1 -~ z CITY OF NEWPORT BEACH, CALIFORNIA t::, I) 0 • ~ '" ii: t-----------:,=77=-:c-,-,.,.--:=----:=----~-------1 '1l ::i ;; SCHEDULE ll ~ !;; ~ TRANSMISSION MAINS :;:_ !") Q t-------'-~~-'-'=-'-.c..;.=-=-=~-'-'-'"'-'"-'-'-=-------1 ~ :~ 30 INCH TRANSMISSION MAIN • ~ ~· g STA. 55+00 TO STA·. 74+ 00 SCALE, " / SHEET Di:':$1GiNED Bv E' R • () • HORI Z .1 n:..:.:401 JAMES M. MONTGOMERY 35 DRAWN By w .D • VERT, Rr=a 1 CONSULTING ENGINEER CHECKED BY R ~D. D. 535 E. WALNUT ST, PASADENA 1, CALIF'. OF 47 SHEETS C:DC",,-.rc-rr-.A-r-r'""'-"-• 1tt.,.- I \ I , I ,i I ll90 ,250 !30 86 81 88 89 9il I PROFILE . <( tii p L A N 92 93 . <( [ii u 94 • ~-PffPE CURVE DA1'A TOTAL .1 = 26"--05'-00" ------'-R= i090' 250 ---··-___ __, 95 --~ Li= 496.2D' --- T~ 2SZ,48' REF'. N.B. F.B. NO. I AND NO,. 6 z 0 . :.i ~ .J l.!l Iii l.!l Lil 00 BENCH MARK • < TOP OF STANDARD DISC AT TRIANGULATION POINT SPUR # 2 ELEV. 2!i5.959 U.S.C, AND G.S. DATUM 250 24() CITY OF NEWPORT BEACH, CALIFORNIA ~ 1----------------------------1 ~ SCHEDULE lI u : TRANSMISSION MAINS c,__ _________________________ _, 30 INCH TRANSMISSION MAIN STA. 7 4 +00 TO STA. 95 + 00 //-/,,;°-J/ \ I SCALE: DESIGNED sv E ,R~o_,, HORIZ:F1.:::::401 ,, ' I JA¼Es M. MONTGOMERY CONSUL TING ENGINEER SHEET .36 .,. ___ , DRA.wr-i av E,.~.,O,. VERT: l1'=S' CHECKED BY w. D. 535 E, WALNUT ST. PASADENA 1, CALIF, OF 47 SHEETS SPECIFICATION NO. OI ~ 6" ..9 0 ..0 ,, (S"' t>--• -'-J tn 260 250 240 z:m 260 250 240 230 ----t-----------i-~------------- PROPOSED FUTURE GRADE - - GROUND LINE---......._ / S +0.0034 - S=+O,Ol42 ---w ' =: ~ ~ 0~ MIN. DESIGN PRESSUR GROUND LINE~ = 135 P,S.I. ----------+--------------1-J PROPOSED FUTURE GRADE ---- S= 0.0110 '"" :J $ 0 ...l ~ w !!J /-S=-0.0020 l W / I z 250 \._ 30" PIPE I + -~ ~ _; ---------<r-------------+---------rs-,---+--------------+---------------.++------------->-----4'---------Oj ~ r:n ~-:~ :~]-~ S=0.0!9B !1~ \___30"PIP~ 2 ; ~ ! ~o + J: 0 -------<0a»-sN,__ (c~---------+------------0S--lf'N"'----------------<,,._'I-,;;); _.'~--------__.;.;.._-1 ~ ":240 8-:!:~ + ~,~><i:iJ -· > j; !;I "' .., 8w m ~ <!.> ~ u t--~. ------------t-------------+----------~+----t---------,---------t--------------;(f)-+,::;;.,..._ ___________ -+---m --- • > u 0. z ,fLI I . w ,----- ..J ('<") _J + I ..J <( Lr.I ~ ..J C, S2'N <I'. mm IL o "' w ml-__ .Jw -w -·-w O a::: + . r:: I.LI :: - -0::: __,; • d r,..O .J (fl. 0 O ------<( >. <( -------+---------------'-' t--.~--------------------------1 W 0 ~ <( -!': > J-I Z J--, <I'. s Iii 2 I-,, <1'. Z en -en -i,'>· CI) -u I-z • ti) - -95 __ 96 97 gg-- -99 --------c=-----------=-------,-----=:------ct---------=:--------------~-c------------~---------1,H---•---' 230 nm no2 103 -IM ms I06 .. -w7 p R O F I L E o. ~ ~ <;, y > 't ~ (A \SI \ti • '1M I-I) _, w :t ,, ,-,.i ~ I.I' Ill o <;,y_;' ,,,--~ -~ _/ ~ ! -/~----/~ ">'$, ~ /-:~ 7 // ; ; ---g 0, ; · _ 7-/ SET_-"'__ a, Cos i ~:~~":'.' OATA;:~3-_;~jtr \ I:; ---~~___,../ _,.-,,-30" ~--~ fu of' ----___ -"---'= . ~"J'R'ltfr;-/Vf ::::::--::-f.: /Vf ENT ~• L-559.6!' \ ·1 _ _ _.,-----;:;~:"-/==~ ~--· _,.-,,-~{~i'//• ~-~ -----------' --==------' -~------------::-: -~ 1ss10 ---= ...,_,_,__:___,,_ ---=--=--= -~ T=2ea. 97' \ \ :g ----=:. ---=~--~~------~-/ .,,.,-/ ~~i,i~' 1/ "<:l- '.2 • -------• ~---f:::..L-=:--------:::.--:-a-"£~-..::'. IViA/N \ ~f. ---(f) II \ "'~'--------~------~-__.;.;-:2:==~-"""---~-,-~·::.--~ ~---_..-/---------...,...,,..--, __ -____-_/ -';,_ cl~--~ -----~ =-----~-=--= ---=-__ _ ~:-----~0~'=7---=-~: -==-i ~/--=----~ _____ -u r STA. I02+SO. CONST.7 _ :2 1 ---~~-~----_ 0-------.\I• ~ '-,.,, £ PIPE CU~VE DATA~-'--._ ---" ~---==-~-<_;__-::-=_::----7"'-J~ff!. ~---,~~--------'--~ _:. -~~~~~~~~ ~E~" /_,,'.' __ ,) \ __ ______::::---..____ ~="': 1 :::--------_ __.------~ • T A O \ -'------------·"--L,.,.:=----..._:__--=-' "'1 -----,-----,---l --=--: -------.,,, -------~ ~-~-.. __ OTAL.u=26-05'-00" --.. ----, ----, -~-=~--0ETSHT.44 .c=-=---:-_~---i;..'., ~-=-----· ~ --~ "' I SET ix2 --, ----' ----: _ _,.. --=-=" ----1 ,r' i'\ --_ ---===---c---:-::\:---------____..--__;:.-----~ ---~-_..-~.,.-~~~~:~1~' f ,_ --~,---------:-~--=--~------~ki:_TE"2~ JonY • -, -· \ --=i-~~~;~~-;/• •~/ ~ ~ \&.PROPOSED STREET ----~--.j.__ _____ --=:_-:-_ ::_:, __ -,:-:-,,::-:_,::: __ --~--:__-_-_--__ -_-:__=====~~----:----.~----~-~: ___ .. --~ ---,-;-:- <('; -------------------', -_ __. ----// I------\ GRADED OILED ROAD-· MIN. DESIGN PRESSURE= 135 P ,S.I. ' 30" PIPE !07 --I08 109 (!Ji ---.________ STA. !03+05 __ _.\ ..,,.,,_...,__, J ____ lvl_!l'!_,_J)_ESIGN PRESSURE = llOPSll m ,., "' "" o ... u, N + . -J -w I PROFILE ' { L <9 ti IL w 112 I p L A N I!. ----- C IL 0,0421 PROVIDE 2" AIR VAC.' AND AIR RELEASE VALVE ------SEE DET. SHT. 44 ---- MIN. DESIGN PRESSURE-200P.s.·. - 260 250 '-240 30" PIPE ____,I 230 115 116 STA,115 ,98 PROVIDE 6" FLG, G. V. 1/4" le.. BLD.FLG. AND VALVE BOX , SEE DET .Sl-T ,44 NOTE BENCH MARK SET lx2 6" DEEP AT W;/L, STA. IOl+40 -31' ELEV. 253.31 U.S.C. AND G.S. DATUM. -STA," 114-1-26 TO STA. 116+00 f>ROVIDE SANO BACKFILL TO l'-0" ABOVE TOP OF PIPE SEE DETAIL, SHEET 46. z 0 APPROVED CITY OF NEWPORT BEACH, CALIFORNIA ti----------------------------1 0 0 '+ 1~ <( I-ll) REF, N.8. F,B. NO. I AND NO. 6 ii: SCHEDULE lJ: u ::l TRANSMISSION MAINS C 1--------------'--''-"';;_;_"--'-'-'--"-'.a..;;::-________ , 30 INCH TRANSMISSION MAIN STA. 95 + 00 TO STA. 116 + 00 =p;;-- ,,a .n. • l, 1 J ' / y JAMES M. MONTGOMERY \1 SCALE: DEs1GNEo ev~.R . O • W_O.RIZ :_l11~401 CONSULTING ENGINEER SHEET 37 . DRAWN BY E R 0. VEH:T.! 1"=81 CHE.CKE~ Bv . .Jf:l._D_-t 535 E. WALNUT ST. PASADENA. I, CALIF. OF 47 SHEETS SPE ICA N 0. 280 260 250 240 270 26Q 250 . 0 > 0 Z t ------.... .. f-:r: m w lll / . <( !ii l I \ "" .J • uJ ~ > m:": - ---- STA. Jl7+oo CONST, --ACCESS M.H. W/_ - 20" FLG. OUTLET SEE DET. -pHT. 44 \ 30'' ' \ I --+---\ \ N 0 "' 9 ;;; N = ..J . w ~ 1..,; (/) z 30" PIPE 5i-'. :?80 .j..J w ID uJ -----1--------------+-----------+---------------j~ GROUND LRNE -~ W ' z - 13 i;;: ~ ~ "' 0 • N O <( + In _I ~ ---------L----------+--------+---------j---------jr--',[!H• -----1------,----~w u 'le_, S=+0 . 00IO . ------. -- PL A N ,MIN DESIGN PRESSURE 200 PSU. PROFILE _ 123 MIN. DESUGN PRESSURE 124 200 PS!. 125 . Ill \_ 30'' PIPE 126 127 NOTE! ______________ ---------·-··-----··--------·-------__________________________ _ PROVUDE SAND BACKFULL TO !'-0 11 ABOVE TOP OF PiPE. SEE DETAIL_, SHEET 46 P.O.T. ,STA. 122+27,65 w z ..J 270 260 250 REF. N.B. F.B. NO. I AND NO. 6 _ q_ PIPE CURVE DATA TOTALA = _33°20'15" _ R=600' ·~ L = 349.I!' T = 179, 65' BENCH MARK _ STEEL PIN 6" DEEP ON TOP OF T_RIANGULATION POJt-l_T _AT w/L STA. 122+27 .65 -88.96_' RT. ELEV. 2,76.254 U,S.C, AND G.S. DATUM APPROV~p . ) 1 _ BY (,·/-it.j'_/ r~&/- OfRECTOR OF PUBLIC WORKS 1/-12-57 t CITY OF NEWPORT BEACH, CALIFORNIA ,'i/ z ~ Ql----------------------------1 ~ Ii: z-: 5 SCHEDULE II \, ::l 1-----....:T..:.R::..A::.:N:.::S:.::M.:.:.I =.S=.S.:..:I O=-.:N:..:..:..M.:.:.A.:.:.l.:..:N..::S ______ -1 ~ Cl i 30 INCH TRANSMISSION MAIN " --;-./ " \/ I JAMES M. MONTGOMERY CONSULTING ENGINEE~ 'c/ SCALE: OESJGNl;:D BY ERO HOR1-Z/ E'~.49~ CRAWN Bv_~ERQ.....,--VERT~ ·(11=8T SHEET 38 CHE:CKE:O BY \IV.□' \ 535 E. WALNUT ST. PASADENA 1, CALIF. OF4 7 SHEETS C":AT ON I : ; '' I ,, \ MIN, 250 137 ,tri ,\ .. -· \ N '\.. 3011 ' OJ. \ 0 \ "" \ ' ·. . \ \ \ P R O F' I L E -··• ~ -~-ey• -l / // / I I i , , -C, ~·-"' , f\/' PL A N I I / - . f -I\ OJ 41".T, STA, !45+04,87 6 = 35•45• 40"LT, \ ·---~--iJ I \r .---------.. ~ l '" ~ I )45 ~ ... 1------------' ......_.., __ ·~ ·..:-I l---~ ...l z: - "-,~ l ii \ --- I REF, N.f~. F .B. NO I AND NO 6 ------------' OF' VENTS OF M.W.D.M.H,ON 36" M, W.,D, FEEDER ~ THIRD M,H. NORTH OF EDISON SUB5TATION ELEV, 276,054 U,5.C, -~~DG._S._D~TUM.__ • ___ __ APPROVED BY (J;~7 J.1{.J-/~ /-DIRECTOR OF PUBLIC WORKS DATE l!-12·51 "' ~ " ~ ~ ~, ,(J ~ I !~ l<sc, i"i'. '} t] ti! ---~ -.":( • z 0 / _," CITY OF NEWPORT BEACH, CALIFORNIA f 1---------------------------1 i SCHEDULE I[ u ., TRANSMISSION MAINS ~ 1---------------------------1 • e • Cl • 0: -I \l c-·- 30 INCH TRANSMISSION MAIN STA. 137 +00 TO STA. 14 6 + 21.25 SHEET "-SCALE: JA\M1ES M1 . MONTGOMERY DESIGNED svR.D.D. HORiz.1n=4(:f: DRA.WN BY .R,S. ,,ERT. 111= 81 39 CONSULTING ENGJNEER CHECKED ev_B_P~□_., 535 E. WALNUT ST. PASADENA 1, CALIF, OF 47 SHEETS SPECIFICATION NO. 130 _130, w 0.. -Q. J-tl--l---~--------j1 -----------l------------+----J M-ON.-OESiGI'! PRESSU ~E = HS0-PSH • NOTE: . -• t) 8 .J ro In ::, 0:: ::t I- ~ w Q. 0: .J w w ti a !::.: z ::, I!) 120 -II0 90 . !ii x w 0 I- / INV. ---- PT. STA. I+ 70.90 A =90"00'00" RT. PROVIDE CONC. THRIJST BLOCK. SEE DETAIL, SHEET 46 4 PT. STA, ot70,26 ,ii= 17"29115" LT. PROVIDE CONC. THRUST BLOCK, SEE DETAIL• SHEET 46 VENT RI ERS -"PT, STA. o-t-40,216 A = I7"l91l5" LT. -"-- PROVIDE CONC. THRUST .?f,, Q ~-~ BLOCK. SEE DE.TAIL, 0:~ ~•t,,. SHEET 46 '--.. <!'.-\>,'\~~ STA. o+oo 18" TRANSMISSION LINE= '--.. L ., STA, 388+4l.48 3011 PIPE LINE ---- 18" TRANSMISSION MAIN ,-I l---+-----4-30"x30"xl8" FABRICATED 'STEc:L TEE. CHECK o.o. • OF PIPE BEFORE 1FABRICATION .. 8-#4 DIAG, BARS AROUND OPENING, TOP AND BOTTOM 18 INCH CONNECTION TO EXISTING. 30 INCH GUNITED STEEL PIPE I . SCALE . l/2" = 1 '--0" / ASPHALT PVM'T. SURFACE 211 GAS S'N ./5. It, 2 2" GAS 7; W ./E. fl.. ~ ~ l-11<-----"4~•~S~l=D=E~W~A~L=K=T~Y~P~. "1.. 5' PARKWAY, TYi"_. __ I-18" GUTTER TYP. {8" TRANSMISSION MA!l'j1 WELD ALL JOINTS FROM STA. o+3l TO STA, ot49 > 1/s////// ,// LaJ ;; CONC. DRIVE ...J I . AND SIDEWALi( ...J 14' wa. o· o· a: ASPHALT ~ ~ I PVM'T. SURFACE-D ,. u, a:~ ~u :.1 Z / "'.""[' . ..,,.: ~ " ~ ~ ~ u • U M ~ ~ Ul -,> I ~ a. . ) ------------ c( I j ; HOUSE "- {_ WC.'Ofl FENCE / LL \•. CONC, BLOCK WALL-· c( ~ \ 6" C,I. WATER 1 ~ z ~:•L;NES 11 / ffi ~ PEJW.~ LL 36",_M._W .D. ORANGE/ COUNTY FEEDER PLAN I' W,/E. FL INV, OF EXIST. AND STA. o+61 TO STA, o+7!3 SCALE. !' = 40' STA. 0+21 ,, 18" BUTTERFLY VALVE STRUCTURE,. SEE DETAIL, THIS SHEET -, ""EL.EC. COND. 12' SIDEWALK JO" GUNITED STEEL. PIPE RELOCATE ELEC. CONDUff AROUND STRUCTURE ~ ti ALHAMBRA FOUNDRY. C,I. MANHOLE FRAME AND COVER - NO, A-1175 STYLE SA 207 WITH 24" CLEAR OPENING. OR APPROVED EQIJAL., -PVM'T. SURFACE 2" CL. , J . _J - 120 1!0 JOO 90 -------8 GRINNELL SOCKET DRESSER COUPLING MAY BE USED TEE CLAMP. FIG. 625 IN UEU OF FLANGED JOINT \ 18" C.I. FLANGE \5PIGOT NIPPLE 18" TRANSMISSION MAIN ,BENCH MARK: CHISELED a I' SOUTH OF END OF CURB. S.E. CORNER OF FIFTH AVE.~ DAHLIA AVE. EL.EV. 1!5 ,25 u.s.c.~ G.S. DATLJM STA. 7+70,56. 0) - I I I ___ -___ I 18" A.B.C.I. TEE 4 -. 'I A _- CONC. THRUST BLOCK --18" C.I. NIPPLE :---,---_,-:--1--18" C,J_, _SLEEVE 18 INCH ~CONNECTJOf'J~TO EX1SI1NG 18 INCH C. L PIPE SCALE. 1/2" = l'-0" RELOCATE 2" GAS AROUND STRUCTURE IF TOP iS POURED IN PLACE,- LAY 15 # FELT IN JOINT AND ON TOP OF WALLS TOs~\'\ PREVENT BONDiNG --\ '1/4" DIA LIFTING ' • \ EYE. GALV;, --\ ·---- " \ 4--~I' 12" ' t...._,, . ' \ --.. ~:~-- :· .>;1 ;,~_· \ ~::•-:.i•,, \ C • .t'i' •✓, •• ,";,• 'd .•· c• 'd·_, i•f;· ;-/Jl/o:\·.,,.;~:,,·;.;-4~ -, • 4 ••" , ' " , ' , .d •·t, , .. , ~--.,.,,_ '-<[••·--.·<:,,,,.,.-,, '~ ~,, ..... ..,,,, .~~-- ~ • ~ -· , ... I.., WELD AND GRIND (' _3)16" STEEL fl "' DRILL 9 ROWS OF 5/8""DTA-;-HOLES \ _· AT I 1/8". 18 HOLES PER ROW '7 _Tt=,t-'"'-'+---sc-1----- ST AGGERED c::..,..--""'; 1/8" . ~: '.Eli-~ ... . ~_. .. __ ._, -; '--,_ :.IJ ... _,·_,, "' • .-~ ·. "· PVM'T. SURFACE . ~ = -'--I u, i I ' N: EXIST. SURFACE w rli .s :;;: #5@12" O,C. HOR!Z, BOTH FACES •·-.... • --f~ l·.;; ~----+ ---~- . . : 1211 ;· ,rj.t.-1·,;, ' ·~ -~ ~ --~ ·."t" ~~ -~ I-I ILi -. ·- ILi w , < r:· __ ,.OP-SLAB DETAIL l--lJ.I Q ~ ~ !JJ w lJl 1811 TRANSMtSSION MAIN . TYPICAL TRENCH STA. 0+00 TO VALVE SCALE. 1/2" = 1'-0" I IO" PLAN__ 18 I-NCH_ 6"C0i'IC. ENCASEMENT SECTION STRUCTURE SEE PLAN ABOVE I, 1'-s" -I PIPE SUPPORT-SEE DETAIL, SHEET 45 SECTION "A-A" BUTTERFLY VALVE STRUCTURES SCALE. l/2" = !'-0" 4" BLOW-OFF (STA 0+21 ONLY) APPROVED - ·, ~~ <I ~ ,,:, w :c "' . ;" ', " . ' lJl II) ~ :,. /j • tl6, .~ , I 4, • . , . ,. ,. ! 11'. .J (:: ~: LI.I ----.. I -... _' 1l" I C < ·Mi. , .l Cl I-j,' ,,: 1\ ',,(,I ~ ' I I/ ~ <( w , ! ~ •. !. ,_ ,, ..J Cl 'fo ~· 4 £,~/' ✓-:~ - . --. .... / ///., "" ~ \ ; /C " , q ~-:-;:'.;'.'.;'~// 'r ~. '~ ~'r·:·1·:_· ' • 'V/0//,::r///-., <,. --• -~ :, ,, ' i -' \ v~/ ,/, • >1, L.J 1; ;::c ;• •• ~f , ! ' / J.,/ I--, . -,t;. { >..;: '.f I ' ,; ~ ,,, ' -~ ,:;::;'..;;-:;.1,;: ·, "-~ .i - ,, ./},. " •-<' ,.,. •. ..1-.• u·1'!: .::_,., --= . " . • . X ~ ;;. ' ,, ,, .lJ. , N ,1· r· · -;t·:_r " / ~-11..-., ..; ' , j • -~ ;~_:_· '. 90 / l ili .. ~ ", -,.,'.I;.. ~~ ; "' ' '· 2 ·, .. '. ,; ---;, . !-:~ ;;0'";, v '--I 1 '· '7' , ., .. " a . . 441 <'I .. -, " :~:f: -! CRUSMED ~mJc.K ii ·,,. ' .. --()4,..j 4 '. ' ~ , ' , ' '· ,"J,¢.i,,.:!l'°LI .. ·-12 , ,,. . ' . , . A.,_,,.:id/ , ! ~..-r"°-<'l b .a . 4" BLOW-OFF-:/ (STA. 0+2Il ONLY) \._-4" FLG.GATE VALVE (STA. 0+21 ONLY) VENT PIPE DETAIL SCALE. l/2n = l'-011 SECTION l'B-B" REF, N.B.F,B. NO. 6 ' i 2 CITY OF NEWPORT BEACH, ~ ~1----------------------------1 l\1 ii: SCHEDULE 1[ ~ ~ .._ ~ i--~:.--.;-;--:T7R;'-A-'::N::-:S:-'M7-':"I SP.SSl:"':O;;.:N~M:-'?A'=!I N¥.S-;-:--,-,.,,-,----I ~ '18 INCH TRANSMISSION MAIN i-+--+-+-+':'+-1 FIFTH AVENUE FROM COAST HIGHWAY ~ TO GOL ENR AVENUE CALIFORNIA ..-~--; .c:> ----ct, DATE ' / DESIGNED ByK,S.W. DRAWN 13Y K.S,.W. _ NOTED SCALE, JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 40 CHECKED BY R .. D.D._ 535 E. WAL.NUT ST, PASADENA. 1, CALIF, OF47 SHEETS SPECIFICATION NO. ~' ..J (j) ii, lf4" FL BUMPED HEAD I ::: ' J ' "~\ -_ I I I 4"__PIPE I rj \ -./ / . I & A. •5e9r 1: ' --~\\,.,/.,\\'?~~50,\'.%'.,:\\'<>X\:?,.,:,{~ r INSTALL / 1/4 PL . BUMPS□ HEAD AND +f2" CUTOFF. ' I .t 14' PIPE 41 6" 17' ~011 " Ii 15' -011 "' "I sf SECTIONAL PLAN REF. SHEET 32 ALHAMBRA FOUNDRY MANHOLE C.I. FRAME ANO COVER No. A-1175 '-,_ STYLE 207 OR APPROVED EQUAL '\ 1s.s± EL. GROUND SURFACE ~~~= >-I- "' PRECAST CONC. MANHOLE I I I \ \ , ' I SECTION "A-A" ---· PRECAST CONC. ECCENTRIC CONE , 18" LAI' , . B!D ITEM f'.I.Q..~.O A # 4@7" SECTION II c-c II LlEl"l.liG_Eyg_ ii, ,i,.···•··.•. ~·';h.·.-·". t,. r,.,···.,. .•• - 17' -011 5'-011 3'-611 ii, , "7es 1/2" <>5@14" TOP SLAB DETAIL 3' -611 "" .J~-- < I I-I w / • Q !z II) 0 .. ., I-•W a. w >-;r: !-(I) w w~- Cl) I ________,-/ _. 7@5 1(2." :: ; 0 -I ;;, V -H~911 T- 8 , ;;,l_ G1'-o'-'-----~lr6~"+1--=3•~o~"---• i--l, 12~ SECTION II o-o· 3/16" STEEL PLATE N -I/S"r,_ WELD t GRIND -_i_ I !=~ -- DRILL 9 ROWS -5/8" HOLES @ I i/8" !::ce 18 HOLES PER ROW STAGGERED = SECTION "B-B" ' 1· -,''·r·,-s,.·,'<'' • _,[ / II 6" VENT PlPE APPROVEQ , ') --;, ) /} ,f BY I ,.;r,1.t.'-f. .. _,_Ai,ci--- • o/RECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH, CALIFORNIA ~ ~ ~ t1----------------------------f '! iii SCHEDULE lI ·;! ~ TRANSMISSION. MAINS i Ot----------------~~---------1 ~ PRESSURE REDUCING VALVE STRUCTURE .. ~ ~ AT MARINE AVE. & BAYSIDE DR. ,, Dc:stGNED Sv W • D • DRAWN av W • D. CHECKEO BY R~D,D~ SCALE: t/2°= l'-0" SPECIFICATION NO. DATE \;i //-/2'-S? ~~---::,-~'; SHEET JAMES M. MONTGOMERY 41 CONSULTING ENGINEER 535 E. WALNUT ST. PASADENA I, CALIP'. OF 47 SHEETS I, __ : ., ' II> ~ :r :-1 I .l!>.p. -.£) 0 .J) .,.. 6"' '·' ~ I _, (j) I PROPOSED SUBGRADE ALHAMBRA FOUNDRY C.L MANHOLE FRAME AND COVER NO, A-IH75 STYLE SA-207 OR APPROVED EQUAL. _ ~---i==~:'\~hEv. 79.oo . . "' • " ( SURFACE. SEE NOTE., SHT. 32 " . <>· . r-24" I.D. PREICAST MANHOLE RING ------L • ....:._::,,~~~-w-_=,.::...:::.,.=-~-=-=---;:~=====:;:::;:::;::::=;::::;=;J::i•l---,--J t-t-·.,,. .. ,,_.! :'7:::::--1F ToP sL~s ARE POURED nN • Le.:_'...•-·~,-, • •• , ' ·-·• PLACE. LAY 15 "FELT IN JOINT , -.l"" '·.-=:-:' 1j • -. ------T7 ·'. • • • • • '. ~ TO PREVENT BOND. ~ "' " ,-., _J w . EXIST, 30" MORT AR !_[NED AND COATED I STEEL... PIPE > ~ dfEE:t::i-1- :1 :~I·: EXIST. 30" TRANSMISSION MAU~ J-., _.,...--::--... ELEV. 73.75 . ' ~ --'-Hms-½~✓,L,¼"11-+- / _, "' . <O N + "" • -a: !ii , ~---; ~ ·•~t ~2" CL. • _-_ • 1/2" IL LIFTING LUG . • ----l 1/2" DIA. HOLE SECTION 11A-A11 SCALE 1/2"= i 1-0" "' . "' .... +w ., D. -• D. ~b tO ,.., • . 2" CL. . . . , -• -"" °' ·----6.' . VENT 0F"{PES .... - -F !211-tc ~~_§_'.i_ ill" -------------------- PLAN. SECTION SCALE lf2"=i'-0" ' REF. SHEET 32A ~ 32 STA. 10+42.38 L>=45°00•00" LT. !NV, ELEV, 69,75 STA. B-t46, 66 ON 30" = STA, !0+48,56 ON 18" co ----'j ( PROPOSED PAVEMENT SURFACE i "' - :!I a ~ SCALE J-1.< I I '-, ~ ? ;~~ J 1/////,, ) \ ~:::1;1/w//,/~ ~ • ¾:,:. " '-, ' ' SECTION "C-C" SCALE n/2"=1'-0" JOINT DETAIL SCALE I !{2''=0'-0" . .. • ' :1·_;1: -l I': ~-1 ·~~ . ~ 1 • :.1·-·.: : -:':I: {1~ -. 30" TRANSMISSION MAIN • :.1;~~ + p .,· 411 FLANGED' OUT LET WITH 411 FLANGED ta_, V ,. - 'f - : "' • -· . DRILL NINE ROWS OF 5/8" DIA. 3/16" fl.. ; HOLES AT I J/8" O.C. EIGHTEEN ) ( WE LO AND GRIND --,_ \ ,I-, 1/S" / • HOLES PER ROW,. STAGGERED. ,bl •-F 1· :1." _/ 7'-2" STD. 2 t/2'" GAL\/. l::::t= ~ PIPE VENTS ' '---~ 6, '~§" ' ! I I I ?f ~ " J ' N 6 5/8" 0.0, ST! EL PIPE VENTS. GALV, AFTER FABRICATION. VENT PIPE CLAMP SEE DETAIL SHEET 45 l,1 7 , . .. \~ BOTTOM LAYER "---.,, 41= 5 @ 611 o .. c., --.# 5 ~ 12" 0,(;l'" TOP LAYER ,!14 @ 12" 0, c. EACH WAY TOP SLAB DETAIL SCALE i/a"=l'-0" I SEE JOINT DETAIL ABC>VE '<I) CITY OF NEWPORT BEACH, CALIFORNIA z "'-0 ~ ;:: I\; .. 'I ii: u "" IJl "' ~1 C ~ ~ f..i -~ w ~ ~ < C /l-;Z-57 C•~•GNEO BYC.B,S, DAT!; -'t-~0,~-?& CRAWN BY C. B S. CHECK£~ av w ... b~ VALVE SCALE: NOTED s ATIO NO. SCHEDULE lI TRANSMISSION MAINS STRUCTURE AT STA. 8+36.16 ... ,--n~----_ .Y,, ATE l. '/ .j' JAMES M. MONTGOMERY CONSULTING ENGfNEER SHEET 42 535 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS \ I \ \ I I 2 1/2" SCRE\ll/ED RETURN ,BEND •• ~ ~I. LI i STD • 2 1/2" GAL V. f'!PE_ Q ! IA EXIST, GROUND SURFACE IF THIS TOP SECTION IS POURED / iN PLA.CE, LAY 15 LB. FELT IN J . J,PiNT TO PREVENT ~ONDING. "' // .'.. r PROPO .. SED SJJ.BG,RAP c, 3/4" ; LIFTING 'i"------ . . SUo/A9E ., /-:,, EYES (GALV.) -·-f2n 4" 12:;;---------.____ b ,J M SECTION "A-A" SCALE 1/2" = 1•-0" I I : I --f I =~ I-7 I I I I I-----llENT ,,,.,,,. I I --RISERS ' I I I I I I I I I I I i I I ' --L. I •;,-v,,,'V 8 e--+- _, 0 - 'T' "' 0 - 1 BlITTERFL Y VALVE SECTIONAL PLAN SC,111:,.Eil 12 'L= i' ~Cl" REF. SHEET 35 . {\ : ~ 1-:\,...".I---~ .. . 3/H 6 "$TEEL FL -, = I WEI..D {GRIND 1/8" Ac::r\:::i-N;-,,,,,---.. DRILL 9 ROWS OF 5/8~1:llA.HOLES I __ . JS HOi,ES PER ROW i STAGGERED ,2 1/2" SCREWED 90° ELLS STD-. 2 H/2" GALV. PIPE • TQP LAYER I / # -4@12" O.C. EACIH-WAY £ ALHAMBRA FOUNDRY C.l. MANHOLE FRAME AND COVER WITH 24" CLEAR EXIST. GROUND SURFACE ( ,QPENING._NO._Accll75, STYLE S,A-~207 ii,I OR APPROVED EQUAL. I • • l'-8" I t,~- '-, . :1,. \ T ·~ .... 2"CI.,. - SECTION ''B-B" sCAJ..E 112" ='J' _-_on t"- :: I "'· I N "' --+--+--) ,N : '•,::, ' '. ' ~ 0 -:-'(,' I ·:,...: I 2" cq N l L::l::=.:'==:=:t±:::~=±::..J.-====:!:=-=:±==l=l==-=::!:=t;::±:±=±-=:!:::::::'l::..:l==±:J ----- '--SEE JOiiNT DET, SHT, 45 '::) TOP SLAB DETAll SPEC! . ~, ~ z lf-1Z-67 .0 At!:: f=d--5'-Cl-- CITY OF NEWPORT BEACH, CALIFORNIA ~ a <§, ~ 1-----------------------------i < ~ SCHEDULE ][ ll u ~i:: fil TRANSMISSION MAINS ~~ Q 1--------------------------A-e----1 ""' I • zli" • - ,"t;, ~ VALVE STRUCTURE AT STA. 57 + 65 /is a "'' SCALE: N'ITTED \ / ,,/ JAMES M. MONTGOMERY CONSULTING ENGINEER SHEET 43 535 E. WALNUT ST. PASAOENA 1, CALIF. OF 47 SHEETS Tl N \ I ' ti o• I I C) J 00 ,, - ------~--- C) - 'i' "' I I - C) I ., ' / SECTION "A-A" PROVIDE 3/4" DIA. UFT!NG EYES OVER LUG AND OVER BLIND FLANGE. . ( W£LD AND GRIND □RHLr-9 Rows OF 5/8" DIA. HOLE;_t· "'· \,.,/:.~ 6 " STEEL li'_TOP oF MANHOLE To PROJECT 6" ABOVE AT R l/8", 18 HOLES PER ROW. -~, '-i/8 GROUND WHERE PIPELINE IS IN R/W ~ STAGGERED §~ ~ TYP. FOR STA, 117+00 AND STA. 131+00 \ 6 . TOP OF MANHOLE TO'BE FLUSH >-+-' 'f ALHAMBRA FOUFIOFfY C.I. MANHOLE \ 1 WITH SURFACE WHEN IN STREETS, I IMPROVED ROADWAYS OR SHOULDERS "' FRAME AND COVER NO, A-n7s STYLE --· ---TYP.FORSTA.25-1-50, STA.41t-50, SA-207 WITH 24" CLEAR OPENING, OR __ J________ STA,73+50AND STA.!02+50 . fi.:0~~-......1/R:,-X/ APPROVED EQU,:;:A~L~·;.;-;;~;:;;~~fu~~~-~'~ii~=:::~~if-7;:~~~::: :V4"~ GALVANIZED STEEL EXIST. ROAD SURF'ACE, MANHOLE STEPS -------)i.i,i,t-=;;,;,;'>,i';:--'Yf.'~ GROUND SURF'ACE OR PRECAST ECCENTRHC CONC. PROPOSED SUBGRADE MANHOLE CONE (_ SURFACE. 20" ACCESS OUTLET . TO BE MORTAR COATED ----,,_ :· • .-, TO BACI!{ OF F'L,'NGE f;[._,· ct· ~--------=h:.rl BUND FLANGE 30" TRANSMHSSUON MAITM I RES.REI FORCINr. CROSS-SECTION DETAIL OF TYPICAL ACCESS PLAN -SECTION MANHOLE SCALE. V2" = l'-0" SECTION 11 B-B 11 DRiLL 60-1/Z" HOLES IN 3 ROWS AT 20 HOLES PER ROW #JO QA. It. WELDED TO END . 2'-6'1 _ ACCESS OlITLET / I R/W LINE ~ ________________ _ 20"xl0 GA. STEEL PllPE ( GAI.VANlZE AFTER FABRICAT=1o""Nc--_~) ....... ir I • 2"-N!Pf'LE 18" LAP I 9,-011 i" I' 00" ----C~ .JOINT DETAIL,SHEET 45 I B ◄- PLAN__ . TOP-SLAB .DETAIL_ DETAILS OF BUTTERFLY VALVE STRUCTURE AT STA. 8 8+00 SCALE, !/2" ·= !'-0" REF'. SHEET 36 1 a, 2" SCREWED AIR-VACUUM AND AJR RELEASE VALVE. I f =----A~l'_7 __ 1--:l!GH __ ,,.,-N . --~V~' ___ NOICHES_ ~LIPS AND ANCHORS = I SEE DETAIL "A" 2" SCREWED LUB. PLUG VALVE 3"x2"_SWAGED. REOlJCER '. 'A"' C •. 1.. VALVE BOX CO\lEEL j '---+----'j MARKED. ".WAT.ERl' ____ 4-_.,....i,.... ______ ~---I\/,_;·. ! .. · ::'.' _·1-'---+:.;:.-5 URF"ACE 6"__1_.0. x # 16 GA.,_ S=-T:.:Ec.E::::L~-i---+++··_.1~2_• 0" (@ STA. 103 + 03\. -f~"~· -~·•_,·"'"·I ; ; \ -~. VALVE BOX 7•-0"@ STA. 53+ 95 ,l/ll ·4. ·, •• ~ .,f . 4." .FLANGED GATE VALVE -+- 4 "xg0" F!..ANGl;D __ ELL - 4" FLANGED OUTLET -------- 30" TRANSMISS!ON MAHN . £ 2'-6" I =---i-1-i--------·►i 4"x3" COMPANION FLAN o SLOPE UPWARD 3" STEEL PDPE 1/8" PLAN-SECTION. 20"x#f0 GA. STEEL fiP_E V•;ELD 2~i/2"x2 i/2"x2 1/2",<I/4" 4 CUPS TO PflPE f--~~.-=, f/./8" GALV. BQLT 4" -..• ,··.·;· . .d . ' ~-~-•·· I· . ·. : - ' ...• ,lj •• DETAIL II A" NOT TO SCALE DETAIL OF AIR-VACUUM & AIR RELEASE VALVE STRUCTURE SCALE. l/2" = l'--0" 6" C.1.VALVE BOX COVER PARK-SON BUFFALO TYPE OR EQUAL, MARKED"WATER" PAV•T. OR GROUND SURF:.:A.:::C:;.E:,:,::'!li~t,,,_;,:,;,:ri"l,;e;, ,;,:;,,;,;y,,,;~,,,,- 6" I.D,x 16G.~.STEEL PIPE (ASPHALT DIPPED) 6" OR 8" FLG., OlITLET \ 30" TRANSMISSION MAIN ~ ) -'~ ,,.0:% / ,, . . ,' 6ll ' s" FLG ADAPTER SMITH-BLAIR SERIES SFA OR EQ. " FOR 8 AS BEST. CEMT PIPE ONLY, .:r---~~--~3 • 11 _-~ - \ ~ 1/4 1j: BLIND FLANGE "' 6'' ~.R 311 F'LG. GATE VALVE TYPICAL VALVED OUTLET SCALE J/2" = l'-0" ( BIO ITEM NO, 2,!J ~ APPROVED . BY r21(l✓_f.)....,_/4fL <'1bJRECTOR OF PUBLIC WORKS /l-1£·5'1 DATE ='J-¥6 •S-J-.- CITY OF NEWPORT BEACH, CALIFORNIA ii: 1---------------------------1 " SCHEDULE JI ~ 1--------'-T-'-'R'-A;:..;N..::S.;..M.;.;.l.:::.S.:::.S.:..clO::.cN-'--'M-'-A.;_IN.;..S::.._ ______ 1 VALVE STRUCTURE AT STA. 88 + 00 AND MISCELLANEOUS DETAILS ./ SCALE: i, .' ,J SHEET DESIGNED BY K S • W c .. wNBv K.S.W. NOTED JAMES M. MONTGOMERY CONSULTING ENGINEER 44 CH EC KEO Elv W • D • 535 E. WALNUT ST. PASADENA 1, CALIF. OF 47 SHEETS SPECIFICATION No.· I en ~ I, 'J: -I I • ~ .I> b. .s:, ..S> ~ lr' .S:,. I -...I U) \ ) ! ------------ I PIPE SUPPORT SEE DET. TO RIGHT SECTION "A-A" PLAN SECTION SECTION "B-B" 81-Z11 l rTnT rn .✓~n H-H~H. +-;., .\. ~n ~-:::=::::' I -4 I ~µ ! I 6 5/8" O.D; S EEL PIPE L VENTS, GALV AFTER FABRICATION I I V2" R[NG WEDGE CINCH ANCHOR NQ. I I . . G 1/2" \ •. 6, rr·_,1·. __ i_Q __ -::- • 6 . " . :.-.0~·. ~ ~-- m / ~ "' \ \'\ ', '(""'- ----+1--~~w------+~·~ ) ; ,I - . i/4" X 2" F.B. I / i --I I~ -U/2" NOTE -GALV. AFTER FABRICATION 3' 011 -CONC. NOTE -GALV. AFTER FABRICATION 4 5/8" DIA. X 6" BOLTS W/2 NUTS • • I • • , ;iv ·v " . / __ , -·----'---- PIER.,/ l_ 1'.2" X 9" MACH. BOLT WITH TWO NUTS SIDE VIEW SECTION ' VENT PIPE CLAMP DETAIL SCALE 311-i'-O" NO. Ii GA. WIRE. I" PITCH OR ING, 3 .. TOM LAYER OF REaNF. ,r @7" 0, C, • • # 1§1!2" O.C. - TOP LAYEB' /4!4@12'' O,C, EACH WAY . 0/8" X 3" F .B. BRACKETS _.L_,,,. T 5'-0" 0. C.. MAX. 3/4" fJ RUNGS A1' 12" o.c. _ --1 _/,( I( . PLUG WELD INTO RUNNERS 1 __ ---'I'--' ~2,..."----i APPROX. 8" NO. 20 GA .. STUCCO MESH OR .NO. II GA. WIRE AT 1/2" PITC.H --. , ' . • < ::, '. • ✓ STEEL PIPE SUPPORT NOT TO SCALE APPROX. 8" -MORTAR COATIMG c·J· . . . . . . '"' --~ '-'. © n • @ ~ . . ' .. ' ' . • ,• ; • •. , • 'o • . • ·, •. ; •:: • ~ ~ ~ , . ::-; , ' ~ . . ROUND RUBBER GASKE.T ( STEEL SHELL ~ SEE SPECS FOR THICKNESS MORTAR LINING -,/ I RUBBER GASKET) } l. STEEL! SHELL SEE / ; SPECS FOR THICKNESS SPIGOT RING --• / MORTAR AND POINT -' 118" X 2" F. .la. RUNNEPS __J_ __ ~---lc-------i--------~-~-- Li---Jl1-Il0 11 CARNEGIE NO. M35!6 _,. '---AFTER BACKFILL 2-#4 EACH smE TOP,fBOTTOM ' SEE: JOINT DETAITL BELOW TOP SLAB DETAILS ,FILL GROVE •WITH ASPHALT~", 7 r-3/4" ,.~I ~ y LADDER DETAIL 1!JR APPROVED EQUAL SCALE I l/2"=1' _ TYPICAL BELL AND SPIG OT JOINT FOR STEEL CYLINDER CONCRETE PIPE NOT TO SCALE DETAILS OF BUTTERFLY VALVE STRUCTURE AT STA .. 113 + 17 JOINT DETAIL APPROVED BY j,;j::?../-i)Jtf--1/-12. ·57 DATE --"c/6-•;ij- .F1ELU W£LDS 1/J2"ROD I SCALE 1/2n,,,,p· -0" REF. SHEET 37 STEEL ,CYLINDER CONCRETE PIPE NOTE: SEE lJETAILS AT "RIGIHT FOR ·ADDrTIONAL INFORMATION FOR TYl'TICAL PIPE JOINTS GfciOIIT HN FfiF.UJ_ \ . a',,',', ,tr•,,.,'',,',',,,, •,:j'': ~ •• • . ' ,, "" . . '• ' : , , ' ' ' ' , . . ' F!Et.D IIIIELIJ MORTAR LINED AND COATED STEEL PIPE . DETAILS OF FIELD WELDS NEAR BENDS NOT TO SCALE z 0 -l' DIRECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH, CALIFORNIA ti-----------------------1 ~ SCHEDULE n ~ TRANSMISSION MAINS O 1-----------------------1 oi.:stGNEo ev C~B~S .. DRAWN Sy C~B,S~ CHe:cKEo s.,R:.,D.D~ VALVE STRUCTURE AT AND MISCELLANEOUS ,,-. ' SCALE: . STA. 113 + 17 DETAILS /J-IZ-57 DATE ·-. --n;¢ --1 ~"" , . SHEET NOTED JAMES M. MONTGOMERY 45 CONSULTING ENGINEER: 535 E, WALNUT ST, PASADENA I. CALIF. OF 47 SHEETS SPECIFICATION NO. l I, U') =E ~ I ~,t.. V\ ..9 ..9 -9.cs-- ~~ \ \ ALIIAMBRA FOUNDRY VALVE ( aox CAP TYPE A--29512 OR APPROVED EQUAL I \ I !2 3/4" O.D.x.330"STEEL PiPE -------- 'C. r. VALVE a9xpdVERiJ JMR!SED WATJ,;IL I ---~ ~-_-____ :...__,_.,_~. - 6" I.D.x !6 GA. STEEL VALVE BOX BLOWOF"F COVER r "f5i..if ~ AH. "A" =-·~=::::.:: _ _:~ 8 5/8" O.D .x .. 277 • STEEL PIPE /----: -• TRANSMISSION_ MAHN 1 2'-0',1 2,-on OR 7t-Qll f-,--___:__'---,i-t""'t-::-~--+-1 SEE PROFILE ., --~ 1;"~ \ " \'-. '-, ·;: 12~09" I.D., / !! 3 14" DIA. 12-15/16" 1--iOL.ES ----r-- , . / ~ SHEETS I , ASPHALT DcPPEIJ 6" FLG. oun .. ET- -11(6r,-~si{tT -----_ - 12 -7/8"x3" EVERDUR CAP SCREWS B-5)8" O.D.x.277°PIPE ----r~~i=.-=--=-,=+-m~lqjj~-, -.n=· =lf----t-'-'-1 6"x90° WELDING EU.,.~ ~ 1 I 'i I f-_,,, . R DETAIL II All NO SCALE 5" WELDllNG NlP~LE _J j I \ j 6" WELDING NECK ) 6" FLANGED GATE VALVE - DRESSER COUPUNG TYPICAL BLOWOFF NO SCALE C rpOWER OR Ti::LEPHONE DUCT_:. 4" TYPICALri 4" TYl?iCAl.1• /~ ALL NON-METALUC DD ,-----t-------,----7 I I 0• ,,,-- PIPES, CONDUITS OR 00 SEWERS EXCEPT HOUS_E 00 I LATERALS u'' : , ' -. . . - , L7' --·-o· -• • • : CONCRETE ...________/-----....i ••••• · _J-SUPPORTS --V-. • 'v • - ' ' ' - (' v_______JL____!_____ ______ -1.-__,__\~-· ~ TRAI\ISMISSilOIN. MAHN - C SECTION "C-C" CROSS SECTION TYPICAL UNDERGROUND UTILITY SUPPORT SCALE Il /2 r1:-__u• 0" ' NOTES: STD. 8" BUMPED HEAD ENCASE IN 4" OF CONCRETE ALL AROUND , POUR CONCRETE SUPPORT FULL WHDTH OF TRENCH OR AT CONTRACTOR'S OPTHON 1PRECAST CONCRETE BLOCKS WITH A CONCRETE FOaJ"ING 6" BELOW BOTTOM OF TRENCH1 MAY E!E USED. 2· E!ACKFiLL TO BE BROUGHT UP IJNIFORML Y ON BOTH SiDES OF POPE. AT'.'CROSSING .UNDER '36" M.W.D. PIPE ONLY1 PROVIDE 2" di:;,. iii f ----,'---- I PLAN TYPICAL CONCRETE THRUST BLOCK AT BENDS SCALE • HALF COUPLINGS WITH 'PLUGS WELDED TO INSIDE OF CASING..) 5'-0" o.e. MAX.I STAGGERED. PRESSURE GROIIT OIJfSW.E OF ,cAS!NG THROUGH COUPL.iNGS. i:: 'TYPlCA.L TRENCH SECTION I ' JACKED CASING DETAIL m. TYPICAL TRENCH _ SECTION 5r1 TYP~, NO SCALE M.W.D.2J" ORANGE COUNTY FEEDER(ABAN,) 'b . , "' ; ' ' \> l'-6' • POUR SUPPORT FULL WIDTH • ·• OF TRENCM --~ J~ ~ E ,, _ . _ '.~f~-}9" _PIPE . ____ _ -· i+~: --·-____ j CONCRETE Pl PE SUPP-ORT FOR 21 INCH M. W. D. FEEDER AT STA. 13 5 + 51.26~ APPROVED n 2 , /i , BY : ~de?~ ,cC-:_{-'. --~- • DIRECTOR OF PUBLIC WORKS TO BE USED WHEREVER 200 P. 5. !. PIPE IS INDIC!ffED ON PROFILES //· 12-§7 DATE: _¥,.~£fc·-'5y- ~ CITY. OF NEWPORT • BEACH, CALIFORNIA ~ ~ -( ii: l---.,------::-:::-::=:-:::--::--:::--------1 ~ ii: SCHEDULE II \., ~ TRANSMISSION MAINS ~ ~~-----,-.,-------------------1 ~ ~ MISCELLANEOUS DETAILS • j DESIGNED Etv R • D • D • DRAWN BY C~B,,S,. CHECKED Bv ~□ D ~ SCALE: NOTED SPECIFICATION -NO. I C JAMES M. MONTGOMERY CONSUL TING ENGINEER 535 :E, WALNUT ST . PASADENA 1, CAL.IF, SHEET 46 OF 47 SHEETS , .i / I I