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DWG 929-7; ; LA COSTA HI RESERVOIR & TRANSMISSION MAIN & APPURTENANCES; 01-22
8054:,1 18' ' -,.,,,.''' 70PO,'CVR~ 70POFPV~~= G~OVT SOt_/0 (TYP) u '----I®~ ' -. "<I 8ARS@1z"o.c. BOT/./ W4Y.3(TYA 0) L __ .J __ _,_ __ _ SECTION 'A SCALE: l/2'~/-0" ,..,__, VO/tA//11 F",eOM 1/,'IL/i,.T __ DO_:_W'.__:N_:_--'1$'--R-A_L)lf:'c;.__+-__ _ S't.Y C. F: i----3(,,'~..3&,''•/2" CONC. p,q,o· PLAN VIEW .: --~ • .. Ni5 1/&". I" STL. RIA,$ - 4 ' r -•-,-• "·• r --.-.·, ,~ ~ -,re.., GRAT£ ujf/e;'~/" E4RS @ l"aC. €A, WAY, ~4LY. AFTG'R FABRIC4TION ~LOW ( #4 84RS@IE") 0 OC EACH WAY ~ PRESSURE RELIEF AND I SUMP PUMP DISCHARGE DETAIL @ ~"STL, tao~ L.OA/G /4'AOIO.:J J CML FPAiNTeo, We. (p"tJ/.4,~<1-"Lq,, ~TL, SPOOL, C'/1,'/L/ PAINTED, W,£, ' ,!) . ' Q \ 12" 34 12" ,, " " . 9" "TOP OrPVMT. TO.POP M£Dl,4/II' ~-'· ·-,.,, .. •· ® Pi.Ace-.!? LAYERS OF BITUT#EN6 .3000 ON .SIL>€~ TOP AND NBC/<:' /N<; P€R /ll!ANUFACTURE S £cC'OM,'Jf ,!i ,VD4 T/C:VV$ MORTAR PATCH- 2.7".STL. PIP.:? ALGA ROAD / '12" l J .a -··,__,~ J === ....... -~ ' ·+- 14 ,2",01,q, ,;a• SUMP 6 @ ~ Ji;?" ' ' I I. ' " 7 I /0~ I ' ' I• I I ,, ' ' : I ' 8 1-0"' 9" 9'6q Se k'£GT~ 4/ Ft:>R·CtlvT/,//t/AT;a;V ''4-&AES @ IE" O.C, l:.L?Ch' WAY • • ' ' · .• _· I I 21 SECTION SCALE:J/.P'b 1'-0" FLOW ' 40 °' I I ~ 8" TO 4,"•t4'-RoUN,{) To R€CTAAfGULAl2 C, /. AO/:IPTOR.{ALIIAmBR,4 R£C7ANQULAR C.IJ?, ,L/L,I-IAMBRA FNDY A-470(?-"z/<t") PRESSURE REOlJCING/METER/NG STRlJCTlJRE /. 2, PR/3' JBURe ,8£L/Er 0/SC,</.,Q;f'(;,&" P/Pe $'//ALL ,e1;-CMLI C Be"o.OW GRADE I' CM(. I P,q;,VTED ASOVG 4,A!AOt::. ea" CONC. P/Pf!. S/,/4LL a£ .SET .,3'' /NTO PAO., SL.OP;; PA'O e% ro ,O,R,4/NS SCALE,. 1/2" = I~ O" ' ' .. •',;)~. /5 B ,._., 17 I I I " 9" IE" /Tlci111 NO, 3(,, 37 38 .33 40 41 so Pl.OW QTY 2 I I I 2 I I z e 4 I I I I e APPROX SW! TC!-/ LOCRTION ( SEE' Et.ECTRICl1L SCHE,1,11:/TIC) r't.OW D£SCR/P7/0i\/ /TEMNO,..£.D' I e ..3 4 0 6 ? 8 21 10 II 12 1.:3 14 15 /6 I? /cl 19 20 21 ze 2.3 2~ Zs 26 ,!!1' .30 3/ .32 .33 2 2 I e / l: I e 2 I 2. I I I .3 I I I <I- I . I I I MATERIALS LIST OESCRIPTION ;,;,",,-,.;'-d" sn:., T€c, l/'4"vVALL 7 CML/C, W.6"'. ~F'L.<;>< W.€. /6""•8" S7L, li'?l:-DVCER, 11,;:• WAt.L, CML(:C ~ vi/. e, 8"S'7L, SPOOL, SCN.20, CML,'C OOTS/OC: OF VA'-ILT: C,1,1c_ J! F'AIAITED /NS/0,t; OF VAULT, Fi...G--' W. £, > 8" GAY~ VALVE• FC G, 'D, CL, /E5" 8" V/CT. COUP,, STJ/Le 7?' d"SrL. SPOOLS, Ft...G. x VICT. e" PR. G:SSUR.C: t'i?EDUCING VAl'..V€, cc.A~VAL NIOD. 5J,?-($·OI, EC $KCY, C./. BOCJY, S/.S TRIM. CLASS I.E~ ,C-LAA/(;c.S, 41=-POXY C'OATEO, ,{/0/ /N,0/C,, CRO, RAN!',F .:JOP.S1 703a::>Ps/, Ci<!L. EOP.9/ 7c, 200PSI, 4"_S7L., SPOOL, SCl-,',40, CML/C, W€, ~"• 90° ,STL, BENO, SC#, 4'0/ CML(.'c,, W.€, tf,"STL-. SPOOL, S'Ch'.40, CA/IL/C, FLG-•W.£. ¢"GAT€ VALVS, FLQ'O,, C'L, lc'S' 4" VICT. COUP., $TVLC 7? 4".STL.SPOO~, FLG.~ VICT, 4" PR€SSUR€ 1Z;;:ouc/NG I/ALV6", CLA-i/4L A10b. 98-Q-O/, BC SK CY. C,J, EOOY, S/S TlelM, CLASS /'25 FLAN(;e.S, €'POXV COAT€0 " X/0/ /NOIC., CRO, RA/1/Gi, JOPSI TO 3CO PSI, CRL, 20PSI TO 200PSI. GALV. ST€€L LADO.sR, ALH'AMBRA ,C:-OUNORY NO, A-Jtf,00 4'-.,t.' 4CC€SS h'ATCH7 AlHPMBR/1 FDY. NO A-1083 W/ RUBBER. 6/ISKET /,;, ",CLC,, ~ A, C, AD4P TER ,,;" PRESSl/R.E ReC.11!:'F VALVE, Cl.A-VAL /1/lOD, 50 A-0/ BC.KC GY, C.I. ,BODY,, S/S TRIM_, CLASS 125' FL.4NG€, EPOXY CCJATG'D, ao 7V 2oOPS/ RANt;E.. 6"(i4T€ VAL.VE, Fi...$2'.:I, CL.I.E'S 8''.cB';,6" STL, TEE, '/4," WALL:, CA'lt..F Rf///f/T€0, W.E.<PL$. "FL(i, C,ALV. PIPS SUPPORT,, (lRINNELL ,':/G,, ,!!,h4 30"1:JIA, A'IAN/.-l'OL€ FRAME/ COV6R AC..N/.IMBRA NO, A-/,£',&,,E 3 .30"DIA. GRAPE RIN(J..S, A:J Re<'l?L', MAN#OL. E co,ve; G;V/K ser No. /VlflC 3012 4'x ¢' SQUAR!c: GR4D£ RINGS, AS t2eqJ?. PR€CAST CONC, //AULT, QU/KSETA41\/EL VAUt..7, 7RA~P/C LOAD ..::, "STL., PIP~ SCH. ¢0, CAIL,/, C CJUT.!J/06-OF VAVL;,; C/ML f, l"i/4/NTBOIA/Sl.0£ OP VA'VLT. <&" 5,0, FC.Q., CL.150 S"STL., SPOOL, SCH'.80, C/Mt../C OL/'TSIO€ OF VAt/t..,, CA1L I FM/!VT,:-0 /N.:JIOG OF V4tlL7j WE, ,=,,e5ssvR.t: t;,4QE'-4Sh'C£0,FT .$ 1/,.:" /00.:JA f/~ L (0-200 PS'/,:;) W/1/~" NeSDL£ VAt..'ve, aurr STR4P w/,.g 1..,-,4,v.o #OLE$ PER. STO. DWG, ,1/0, /4 2?"0/A •l2"L<i,. ST,C., .SPOOL:, 1/4-" WA'-L,, C/MLJiC, WE:, . .3¢. 2 I I / I 27" < /,h" $TC.. RebVCeR, //¢," WALL., CML tf C, IA/.€. .,,, JCGG . /,&"$TL.SPOOL: 2 .SCH. JO, C4?LpC OUTS/OE OF VAULT,. C/WL I, PA/NT€0 IN.SIU€ OF 14'/ULT, i=L.(i /(,,"0!,9_ 8TL. SPOOL, Ft..Q. ~ //.LC.T. -CML, BCH. 10 It,," VIC7. COUP, .ST YL.£ 1'7 35 I /<,," OU.AL P,dT/41 SONIC FL-OW M£TGR., Bir Scle/cS /.90 t;,"A/12. GX#4t.lS7 PER £J6Uk. 3 SI-IT. I~ &.'4IR /,</T4K£ Pc,R DGTAIL ..3 :3NT. ;..::, /l/2"COk'.Ot.1/TS Ft:JR TSLG'P#t:JtVE , E(.€CT, TO ~-x,,sr. n1€T&R /V,e'' .St.l/11P PC/4'f P D/.SCNARt:;E PeR. DET,4/(. .3 .SHT. 194/t/0 DETA/i... -3 T/.,1/$ S/2/T, ID''."/121-1.R, /20V, 1¢..i /7,!rO RPI//J COOLA112;,; VAN€X Sc'R/€:S 7£5 £X/.J.4VST 1=7/N. ' ,,,.,,, • 4-"STt.. PLC,, Wei. o~o TO B"olA, STL, P/Pe, l'i'"• ?" STL. FLt:;,. WcLOGO TO 4"0/A, .ST(., P/pe;, 7'!<4'•/' CONC, TNRUST l3LOCI<'. IG" Bll TTt;R rt.Y v,u.P-e, CL, /25 W///',4(.//G aox ASSt=NIBLV Pi!'R. STO, OW(;. NO, 4 1/4"•4" $TL, FLG, W€(.0c"D TO 1,;,''014, STL, PI.P/i 5'x5',;' co,vc, 7/-IRU.Sr BLOCK. /<,,"OIA, S7"L. SPOOL, Ft-Q•FLG CML,fC OVT.S/Ot; OP VAUL 7, oCJI. JO' l/c."OJA, EYG' 801... T W/NUT 6/1/IBG'tJOG'O 4"MIN, INTO V.4C/LT ROOF 01/2/ECTLY ove:12 G.4C/./ PReSSLi/€€ Rt,C,l,ICING, Y4Lve. ,---,------ -~--------1 '--SAL,DA /llO,<¼o0-2 /OC>W---' DOl"i,. ti ,X OUTLET L4MP Hoi!.01.oR, WAU. M70, I ' , : I I FAA/, sc-e ,,HT!!.S LIST,l7¢M~¢2 1/4' HP,,/2.0V, 1¢ SUMP POMP, #YIJRO-MAilC ,VO.SP.ES W/BRONZe aA@X©Ck~ WP ) I. ,/ I --I -·-· .. , -~ __ \ OYP(.£.X ourLET oUP(.€,x' oururT 1\/0TE: EXACT L.OCAT;O,\I OP t..,G/ITS, OUTL~TS .4N.O OcVICeS 70 81: .OG'TERM!Nt."O AT TIM€ O.&' C'ONST/<!UC TION. ELECTRICAL SCHEMATIC NO · SCALE .· ~ ?/ (\\-..y,/': ',. £TG 'EM~NT €TA i,./ C ,r NON-M CO/VO~ ., 3" ....--~ .... I ✓' ., ' I I \ ' ' I I I SEE SECTION D FOR SWITCH ~lOCRilON " . '"" I .,;-J'/11//N. -:.·•:'J t .. :r g , ! 3" :#."::;,_i:,:;, . @ /Ji, ''.4,C,P CL, /50 DETAIL ELECTRIC TRENCH SECTION NO SCALE !VOTES: I, ALL CDMMt':ilcCIAL /Te/MS Sl,IALL BE A.9 SP€C/F/€D OR APP~t/ED £QUAL _ 2, SS'E 0€7;4/L I $,t.;[=€7 a FOR STCEL P/Pc, REVISIONS COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVIOR, TRANSMISSION MAIN AND APPURTENANCES PREss0~~!iL~~~~rl~GR~1A. rscHEfULE} . 2565 Pio Pico (PO, Box 1095).(c'a.r/'sb-ad, California 9 -ooa ·(?14l729-·lf94 DHIGN Oi;tAWN A. C. L. R.B,C. /J.R.N. CHECK.EO J_ R .. N. DATE 4 / B:3 SHl;."ET OF 22 6 CMWD 79-110 0, TRAFFIC BOX' BROOKS 33 T, 01? APPROVEfJ EQUAL -.!---" ' ti) :: .. ~) ,,,..·,,, "16/ ~; :... . . ... ::i "":· ~--. •'I .. ~',. . " ·. ··•· . •·. ; : 1, (n tr ;,-',"/ . . . : ': _.. I I ,.. .', ...... I ._ .. ,,,_-;-1, .. · .. , .. , . •-.,. I ,_~.,.·,· 5#4LL. L3E ,;-At?6'7Z"L:> /N' AC'c-'ORL'A'#C'E J,V/T/1 T#£ R,E<?WR.&WL"/475 t:7/ T-4/£ L,:Je' ,47,L' #'ELL $'7,,?A/ aM' .06' <7.R.0/ .NA' /Ve'£. LOt)P ANOOc LEADS INTO 80X. LEAO BUNDI.£ TO BE TAPe/J FROM TOP OF FIRST OROUT LEVEL PLUS SIX(6}F£eT, TAPED A.5 FOLLOWS: A} SERIES OF .3/4" PVC E/.£CTR/C4L TAPE WRAPS, zu BETWEEN WRAP.S. B).? COMPLeTE AND CONT/NVOVS WRAPS o,=-ELECTRICAL FOIL. C)ONE OUTER WRAP OF CON77NVOV.S 6 M/L x2"WILJE PVC TAP£. ~~--J . :~. : ., ~--~ -~----I ~ ~ ·:-, 4"' . :y• .. ,• •··.>. • 11 "•"-' -~ 'I., MIN. ;, · .. ·,,· .. ,. :-.. 1[ ·. '.;:, : .-1, , • , -. ,' ", . _.-. I "' •. ~: i ;JJ· t.:.,'-" .. -. -:-. .-'t>--:-._ ..,-_._-. -:---•• 1111[ 1--t-.:c.--::;-~: -_,,,,3 #.##' .5'TR,4,tlLJ,:LJ #/,'1',E ,t,!',4,o '·•·-. · .·".' _: ·,. I r~ c-4C'k' 4,f/&LJE 7d ~,;-, 1-·1-~--~; ," ,rj,'"·~ , .• , ,~.' ,, CATHODIC PR.::?TECT/d,,V STAT/0,Y ,-:.:~ ·::: .-·e-,' ., .----,, .; I t-,'.--.P,,., , I •,•· ; , I ·,c'. ,_i· . '.· .• 11 : i,. :-_ •·· ~ :,' 'A . I· ·~ , , .,;, .. . •. I I -·t,·· ·" -" I .. , ,(. . ~ •·. I ~ · "-'-'·r · --~ Ir •• '.:''' ,·11 :··· .: :l .. · it ., .... ,, . .. ' .. l! , ?.y ·,,-~:, ;;. •·,. I-)',, '_,' 0 -~ . , ;,, ~ I),·,,·.~ • .. :fi -~ • '< '. • . ll:; .• • I I • • • I I ·• I I . . . • I I • I I I I 1--.;;...• t--lf/z' SCH 40 PJ/C PIPE. DRILL Ya-HOLES SPACE!) l8h4PART FRON /JtlTTOA-f ANODE TO TOP OF COKE BREEZE COLUMN. • I • I I I I I NOTE-· DECORATIVE RECTIFIER £NCLOSVRE Sh'ALL t!JE CONS7'RL/CTEO OF 14 64. SHEET STEEL GENERALLV COM.FORM/NS IN APPEA!t'ANCE ANO .SIZE AS SHOWN ABO//£, .ENTIRE UNIT Sh'4LL 8£ .FACTORY PR/#£0 ¢ COAT5tJ WITH AAI APPROV.ED 2-COAT EPOXY FIN/SH. SHOP ORAWIN6S Sh'-4LL .8.e .Sd8MITTEO FOR APPROVAL BY ENO/NEER PRIOR TO F.48R/C,4TJON, .; --- ~ <;:. t'.t/r' Tt!l ~C-, , "l CJ"1'-4T/;,',:r .c5ti,t' T.EST.BOX TO L3£ St/,PPL/f ,o .t> Y .0/.S Tr /;VS.T,4£ L£,O ,8 y ( I I I I I I I I I CCJA' TA'4t'7,:JR' _-1'7,L_ ~ ~ 0 I I I I I ' I 0 /v', dh'&Z/A/LJ ,'f'<".DS ca~/¥/2' &RE.4 7 #Ea -l,~:::==::jj=.,.Jl--ll--+1,-ttt11 111 /ii-2"#4/Jr'.YC, Td ,4#6'£JE 9,:;• '5c#O -¾11/?V.C. CORTE:D R/0/0 GflLV. CONDUIT Ct?/V,t't::CT GROl//410 TO E/VCLOS(IR£ ----- CONNECT 6/?0UNO TO ReCTIFIER 5_HIELLJ SCfi'££,V ---~~ 6'E/f'P/Cc SH'/,T.c'A-' / ,.,-.rsc ,:7/ IOOA, !E0/240 V, / Pf/. SCRVICE Pl'?NEL ENCLOSURE CCJNTAIAI/N6 ANOaE LEA.O WIRE TERMINAT/1.JNS, B/.1$S BAR ~ RECTIFIER 0/.ITPllT CABL£ COAINECTIONS. C(),!/Cff'E7E /=',4,D . ~ .. ' ----+---_._-·+· z'-6" ' -4- 1 ' .?"2 'c,:7,V,D,;>'/ 7 re? 4,1/t),Oc .5 -~ .J,1/ C&#a-'/T .Td .Mrl?E/7' M,4/4/ ,...-/#/S#.EO GR&,!/A/,0 d.R S/.OLWALK. ,-r---+-~~--+---1 % \,r 4.VC'#d/P LJd<' T ' -•-IL" ,.,~ R ,;: PV.C COi/TEO i\i ' /i?/GIO G'RLI( COf./OL/li -t--~--t---.;--------'--'----'---~--------'--'----...J. TO //NOOE WELLS #6 ,41116 CJ18/.E ff #12 TEST ~o . ::::::::=:, /N ::,,4n RI/C' COflTEO ,e,,s10 GfllV. CONOLIIT. -TO PIPeLJ.1./£ < 36P;f1/N/,lfdA{ COYE,€} .PL.4AJ J//EH/ TO A' C'. ?6'W'£R !J',;." PVC COfitEO 6'flLV. ;t?/610 CON0{//7" I ' .. -• I • t'47#tJLJ/C P/?6'7EC77tJ,,.f/ 6'TAT/tJA/ . '• ' . . . --~--1 . • I I : , . . . K ~.:" • · I I r'::::i,=-,, .5' M'/A/ .SPACINCi ·. :-'•l•·/r~ L3ETWEE/V ANODES • -,--.......,-I • ' ~ .. -. ~ Ji. -~ . . . .. lg . , I, I I • • 1' · 11 • 1,.:.·'-!r1~1+-~·~--~AUcJ~E8 · 11 f/..s Rc,?'.Q) . . I I • . I • .. i' • . I • . . I I .· ' . 11 • . • • I , I . . I ' '. . ' I , I I· , I' ii . . I I ' . . I I . . . . I I . lg I I . I I . . I I ' .__..+--'-1/'211PVC TUB/lv'O I SCN.40 . 11 . I I ff/2" SCReW CAP q //-;z'',.1,14LE ~i~ 'AOAPTER---...:._--::i' --~ I fz"?YC-40 PIPE C4£JJVE£,O Iv'/ '7H'E/fAl/7 N /VEt:LJ C.4/" .PE/r #r/fS. t7.PEC5. CtJ,4T ff/ ,C.,/ECECT/?/C' 6'E4CA,f/T 6E/.?n'c r'.t'A'C/$$' .;¥,:7/F?,il',1' r'.47C"A-'. r'.t4Cc Mt?/?74/? Ct!l47/Y& • ' . , CABLe OR Te ST LEAD • • • . I J • I I. ·. ~ . I I , . I I I 1 . '":-;.1-"'"- • ___ _,, / .0 . L _ __.,., . V > D , ' I I I • . I I •.. ' II . . . . ... I I •• '. I I · I 'Ii· I . . ~ . Ill . . ' II . II ·---'-"++-I I +--~ i I . , . I ..... , ., I. · I I · I : 11 p, I I ' I I 11 ELEJ/4TICJA/ CIJA/C/i'ETE P.4£) , NO SCALE I .. . ,. I · I I I · · I I ·. ~ I . · [ I - --i:-l ,.~ .. 1 ·· . -....... __ .J I •. I • , . . , 81/2" Pf/.C. COl1TEO 08LV ' Rl6/0 CONDUIT ® I' ½'Pk TVB/N6 .sch'. co-______ ., . '•'-·-.~ :.:.·,.,-~.o .. •.··~ -· -~--.' ~----~ .,., -·. • ,-.;; -•. ,• .. • . ·,,.,, ...... , .'.·. '•. -,, . ·.• -.-• .• ...• _. COSTA REAL MUNICIPAL WATER DISTRICT. . . , . ~ .. ~ 11 I I I 1! . CAP £NO OFVENTP/PE TYPIC4L. .4UtJOE ,L/tJLE VENT CAP DETAIL·@ NO .SCALE" - .P/ r'E C Y.t' /,t/ PE /f' .,f/t?Tc:cADWELO SHALL. Se MAD£ ON BELL END OF PIP£ JOINT OR ON PIPE FLANCJE AS .SHOWN ON' PLANS. TYPIC.41.. C.4LJ.IVELLJ CIJAIA/Et'7l/JA/ CONSTRUCTION PLANS FOR LA COSTA HI HESERVOlf.l, TRANSMISSION MAIN AND APPURTEN''ANCES . CATHODIC PROTECTION (_SCHE:£OL9 DETAILS . I ~~e::; P·io to!c~ ( P. o, sox oS5 DUrG~JR.A/ L.H DRAWN MX,W. ,&),5 AP.P /l·l/,.t~ /KUBOTA R:C}E.-i<l<lo6 DATE Sl1~H o, 22 7 CMW-0 79. 110 ------'-----------------------"-'------------------:----------"-'-----------------------------~Y, ,,- . ,. ,. , '· '"' ;,_ ,·,,!,.. '"' . '~···> CEMENT N/ORT4/2 COL/TING-- ST£€L PIP€ CYL/NDE/2 PIPE SCIIEDUL£ C€M€NTA10RT,4Q (..!,YING STEEL PIPE DETAIL .. NO SCAL£ PIP€ /)/A. 21N /6" I e" B" 4" r-tt;L.D APPL.l/5:D MORTAR " Q ~ POINT IN " 'II Fte-L.o CYL, CMC 't~ C//IIL II 1$41 1/2" .j/,r,t" 1/4;-r 5/16' 5/B" 114" 5/1€ 5/8" I /,;r //4" J/,?'' //','' 1/4!' //2'' T MORT'AR. 21/NCH WELDED STEEL PIPE JOINT DETAIL '2..., NO SCAL£ - 2.1/a" Pl.UG 14<1LVE ~fe'' H'O.SE CONNeC"T'OR :c--1/" . - I 1/' 'I -+t-----+ -----fl.- ..SIDE W£L.D "TeST J-1£4.D TOP/PE -- END TEST CONNECTION AT STA. 2lf45 ./2 I j ;·, ',!•f','";-·,,:",(·,·, coN.5r.12''uor . TA? iv/ l2'il?H'/Ntf ~ V.4lY& . ✓ . ."" '\ ",:· ,., .. , ,·,, ",'./ ··) ',, ,_ .... ·,:•" ,) . 'ONST. /£11 .STL . .S~ 7YPIC.4L. C'ON.57.' /2? "'x 4.5• .S7Z. . .aEN.O SECTION B-8 12 " ..s. d. rL.&: WELP IN l=IElP . ~ca-<.<sr.1.z'.,,50• ~ __ i"--../,,,_ _ _,_ ____ .,___ STL. &'"NP ·f-I~ I . , ' . ' " I I\ £XIST. 2r"w.s.1? WATER M,9/N ~CONST. tz" W.S,.P. . :, ,.,, JO'-0 11 I CONTI? .4C"TO.lf n:, I ex1s-r. 2.7'w.s.1? WATER MAIN s~ o.oo ,, \ ex1.sr. 12 6.11. (7YP/Ct'IL) __ , -➔-+---,t--+---+----l---1---------------------...,-------!----- CONST 4 11 BLOW-OFF f/SSEMBLY PE,€ CRMWD $TD DWG. NO. 13 CON.St. 2.0" PRY TAP CONNECTION "TO EX/Si. Z7' WS.P WATER MAIN PER C.R.MWP $TP PW& ,V,::>. 15 PULL WRAP '\ --------C'CJNS-r. Bl.ITT. STR.41" CONSi. /&, X 12 ~12 /?&Ot/C/NG ,EE ?£1? C~M.WP-.STLJ. PWG, NO. 14- C'ONS1." 12" .STL . .SPool I TY.PIC!llL) I SECTION C-C NOTES ALL-.STEEL PIPE RN.O FIT'T'INGS Sfll'iLL. 8E {.I+" Wl'iLL CML / c. llNL/365 OTH/;RWIS.E NOT£"P. ' .see DETAIL I , T,'{/S .sNeer, fi;)R .STeEL PIP£ SECTIONS. CONTRACTOR ~-"AlL VeRtPY ALL EXIST: .SLOPES IN Plt=LP. c'ONST. 12 "x ~• .STL. 8ENP I I f -~~------l------~-~------+-l➔i-+-1-------~---+-( .SEE sHr. Z ' j -' -POR CONTINllATION EXl.5T. l2''Ac.F.'___.,,,,. . c,:::,,vsr. 1z"r1or __ ...._.. TAP W/ a"r,,v>,PJNG - VAL.VE - . /3 ~ o" . . . I I I I I I . CONST 81/T"T 5TRAP ?ER C.A'.M.W.P. STD. PWG. NO. /,f- , ~ ......... ~-PLACI= zo" B.F" VALV£ " " ~---CONST. 2/, 20 -REPUCER '1'/Tcl? MAIN i ' -----1------,---""7'"""".L.---,--__:_- --~~111"--./11~--"-1-----\-+--+---'---+--~-,-1~_)-1,----..J____ ·---+-----------1--_.J __ _ rONST: IC." I / ~ 7 - " -.Jlr-l~IDr---"'--) ___ ,.1.):...._-1_, __ _j__ ___ ~i+l'----~---" ~ --~--1----------'-----"-----"'---__:_11~ -~ --------------,.-.. C,:'JNST. '"""12"/2 -~--+--L-CONST. 4" BLOW-OFF R££.>l/C/NG TEc ""c-6 ,a y r">C~ c \. \. ,, 12. .S. 0. rL6. WEL/J l,V J=IELP ,-,o-, M,.,,L ,-,;.1<. .RM.WD. C'ONST:(Z) -1211" +s~ 67"L. BeN.0 CONST./,;.>< 12 -<IZ Re"Pt/CIN'G T££ CONST IZ11 srL .S/"ool --... !:ti t\j "I-..... ~ STD DWG. A/0 /3 ~-..____..."--- S£E S,l,ff. ..3 n?K COA'71Nt/R7/0N I PLAN CONST. 2l"W.S.~ SECTION A-A ALGA ROAD / EL FUERTE ST. CONNECTION SCALE , l/2" = /' -O" CONST: Id, "W.S.P. 4 - ~ --..: 'I-- ,J. ..... <;) ..... ~ - - ' ; - I , - \ ) I /(p,, 1'9. c. P., tJL tSo o.o+B+ I I ,?L,4CE /,:;. ''. !"L&" !19.C. -"1PRPTER REVISIONS i J " COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA 1-11 RESERVOIR, TRANSMISSION MAIN AND APPUf<TENANCES MISCELLANEOUS DETAILS (SCHEfULE) O:H<;O HO: ....... _,...--··· --,, £SE:'$ Pi'o Pic::o ( F'.O.ad ... 1c:;) l • C □tlabad, Co.r;fori:,·j .2.006 • (1'14} 72.:!;I-!H~-4. Dli;SlijJII J.R.N.-Fte.c. CHECl<EC J. R.N. 8 SHEETS C.M.W.O. 79-110 ·> ,i ! ,1 ' ' ... , . l I <! "! ' 'i ' . I . ,;I ' ,/ 'I '. ' j l I ,: •,, I I I , ' ' I ' '.~ -;' ' ,, . ' ' ---~-,- , / / I ' : ' ii, • "j ,. ' ·- ', ', • I -· ' \ \ '-, ' • I \ '· ' ·. --·· ----- I ' ', -, '· ·-- ' ' I / ' -""-~- SCALE: I"~ 20' / , STOCKPILE I , I , ,,l I I ) -· I f / I I I ,' I / / / I ,' ' I .- ' I / / i ' / J ' / --· / / / I . I . - / ,' --,l-✓• ,: I \ \ \ ..,_ ', ' ', ' \ ' \ \ ·, ' \ \ / \ \ '' ·, \ \ I ! • ' ' ' ' • ; i . I \ \\ \ / , , / I \ \ \ \ \ \ '· ·,, ',, '~\ \ \ \ \ \ ' \ \ I I ' / I / I ~•".,,.- .. --~~✓ / ,I / I \ \ \ ' ' ' \ ' \ \\ \ I , \ I / \ \ , \ ' '\ ',' \ \ ' . \ \ "'~ '' __ , ,;J ... ...., ' ', \ '. '' . • ', \ ', ' ', • .. \ \ \ \ \ \ \_ •, ' ·, ' ' ' ' ', •. --........ -. ' ,_ --. - ., I -· -· .- ,• / • •, '' l--•. -- - ' ' I I . ---l· ---r ·, I '- /' }(: .~ ' • \ ' I' J ,_ /, ' ' , ' . . ~ , , \ ' \ ', ' ' ', ', ' -. ' ,, ·, ' '· '-. ' ' \. \ '- ' ·,, • ' -, ' ', - ,, ' '-. ' t;,, 0 •?' .. ; ; ,-" ' .. ..,-"\" '·""",;. -l'lt-- ' ' . ' STOBiPLUG W/CONC.~---t--- • w_ - \-<--CONS;: 21,, SJ'L P/Pc -i,'.' s;~,. I' --- ·, \ \ E:LCV. • 710.0'0 ', --, ' \ \ . ' '. ', ' ' ', ' ' ·-\ \ ' \ ' ·, . \ I ' \ \ • \ \ \ ' \ \ \ \ ', ', .. ~ S'S!,~_ "o-. \ . / ! I / \ , ' ' I , ! - -~ 0 ' , 4J 0 ... ' I \ , , ! , ' ' "1' , 0 <\, • -"' {J .CV o O I .., ;•- "' . I .:,- / •,...,_ / ', / ', / ' , .... __ / ,./ '· ., I I ! \ \ ' \ . ' / -· , _, ' • , . ·, \ I I I ' ,, •, ·- ' • ·, j I / , I // ' , , I , ' , / / / '. ., ··- ', • '· ' ·, , ' , ' I \ i I , I • ' • ' ' I : ' I I I I / , ' 1 I I I I • I 1 f • ' I ' I I / I ( / / "'· u~- ., ' ',, ' ..,_ . ,,_ ' ', ~ I -~ cws'-r.--ovcRFLow /f £)RAIN 1- 14 / 18° oo'oo" -' ' ' • '-, ' ' ' ' ),. ----,CONST. 5' OIA. A1ANH()L€ Pele SAAi D'fe60 Rc610NAL 'STD. DWG\ ·-• ',, '\\\, \ •, OUTSIDE OF' RESERVOIR WA\,L~_, NtJ. 8-E!" \ ") \·~~ \ \ ~ \ • \ \ '\, \ ~ cok 1#" A.c.P CL ISODRAIN rE ~\- ', (l) ~ ,,_ Ir, , . ', N 34~, 000.00 E 1,698,643 00 •, 51 ° 5414011 ~ ',, \ '· ' \,_ ·, . EAST •, ', ' \CON6Z: 45" BEARI.A/6 ARC:;.t ,_ . ', . \ 50°bo'oo•• ' I I ------,~~------\--------~ .. -+-+---+- ..,_ \ \ ; \ \ ' \ ' FIN. F OOR AT W LL~ ELEV. 700.001 I ' ' ' . \ \ \ I I , \ \ I I ' I / / ' ' \ \ , / / I \ \ --1-H~1 -'Co;rai: PREBite£.. 'SE~ / / ~-COII-C., RESERVOIR I ' ' , ' ' ' I I , I ' I ' 11 I j i I I I / I I I ' ; , / / / ' ' I ' I I I I , I I ' I J I ' • I ; I I , I I / I ; I / I ! / I . , , / / / / , j I ! f f I ' I I I - . . . I ! ! / -j::tiAf; .@;/ / / I ' : I I I I ! i ' I 1 I ' I / I I I I I ' ' I ' I I . ---i ! ,- / / I •" . , .· . I I ./ //'// .-/ _,' , , ,I' .,/ I , , ,' ' I . I TOE OF 'SLOPE , I / . , ✓- / , , I I I I i I 1/ I I I I I I I / , / I I ! I I I I , ' ' I / ' I / TOP OF ,' CUT .,, , I / I , / / . / / I , 1 I / ' / I ' I I / , ' , I I / / . / / I / / ' _. ,/ I , / ,, / , ' / / / ,, . ,- , . , I :' / / ,.•• _,/' I .--· / ,// /. / / / , _, / , --/, . / / /,. // ,I / /r /,. , 1 , {', ,, / / ; (',..., I / ; I / -'!~ / / / ; / / I I f / I , I I I I I I I , I I ' ! I I I I I I/ / ' / II ,/ I / I I I/' ;' // // I /: / ! I ' I I ! • I ' :' ' ' ! ' ! ' I / I I / I I I ' f , I I / ' ' I / , ' I / / // / j C / I I ' ; I / I f I / I I I I , ' I I II· / ;' / / ,/ , . ~,;, / / ./' _/ 1 NO t ES : / / / / ;1 · , ;· / AL'L STEEL PJE s'HAL' laE ,EITHER sE,/MLESS / , S,TEEL PIPE OR ELEC1~1C 'RESl'STANCE . / , ,WELDl;'.D PlflE, t/411 WALL ✓CEM€NT MORTAR 1 / ·LINED AND' COATED"// _/ 1 , / / / / COt,t'TRAC.TOR/SHAU: INSTALL/ AND/MAINTAIN .-/ ,' l ,' Sf;•CURE,·A 6-0"(,IMIN.l CHAIN Ll·NK FENCE --,N,-3_.,,.,1,-,--2~, _78_9_--,00..,'cc------;1--~_; A-fl OU N-0 T H'E E XC AV AT ION: A R EA DU R'I N G E/,Gsa,ss~·oo · / CONSfRUC,TION/ : 1 : / /, / i I I ,' / ,' , I ! / I' .,,/ f' i / .. ' ;' I f I I I J' ,I / I I I I I OAYt.16/IT LJRAIN AT cLEV. 6!30.00 IO'x IO'x e' RIP RAP ( h4CING CLASS) W/ 10 S.I: 3" G'ALV. SCREW ON FLANGE BOLTED TO CONC, PAD 112'' C TO TELE. PEDESTAL ( . -... ·, ! -' \ , I l .-I j ~ ~ ! ' I t-...:.-----'~PEDESTA'L MOUNTED LEVEL INDICATOR RECEIVER IN WEATHER PROOF ENCLOSURE --3" DIA, STD, _..--GI. PIPE ; "O -.., 1/2" C TO ELEC. ' METER PEDESTAL INDICATOR TO LEVEL TRANSMITTER IN VAULT NO SCAL£ @ REVISIONS COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES DESIGN J R.N -R.6 C CHECl(EO J .R.N EXCAVATION (SCHEDULE), AND PIPING PLAN II OA ... N G L.C ()A.Tl: 4 / 83 2 00 8 • ( '114-) 7 2'11 -J/94' 12·N•l3 RCE 10056 D_.TE OF 22 CMWD 79 -110 ' . ' ',' _, •' , ' ,,, .. , I ·1 ,'/ I i 1 I 1 l , I ,j ·i ' ,, ,, ,, ' ' •' " , •' '' ·:·,<i .. .,, ' " + '· '" ,, ! . ' ' -~ /' ~ ' ,_ . "', .. • l . i . ' ,., .---I .. ' ' ,. I ' C . '" i ', I ,. " , ! , ,:,,: ' ·-' ' ,~f· '-f I . ' ' ..... r ----· ....... . -,--,~-', / I I I ' ' \ I \ ' ' / I I ' ' ' . ,, .. ,~-"""""""'·~· -, ' I I / / ' , J i -. ' I '- I ' I / _;· , / '' ' - ', -. ' I I /I / I I , I ' , I / I ' I ' ', '· ' I / / I / , I I , , I , I , f I ' , I , , I / I I ' I I / f / , / I I I I ' I I I / f N D SCALE. I"= 20' f ,,.-... -~--............ ---/ / ; i I I I , / ,' ' / I I ! / / I I / ' I I ' ' ' \ ' ' I ' I I ' I ' I \i /\ \ \ ' \, \ \ \ ' \ ' \ \ : / ' ' \ \ / , , ' ', I \ \ I \ I , ' / ! I I ' \ ' ' ' J / '-. / / , I \ • _, / I \ -. ' \ I , ' I / ,' ,_ ,-·;,, ,-,~-~ T ,---, ,.,.u· .-i:;,, '--,, r i; ' -----·-· : -. r"': .:~ ~' ' ' ··-- -1-.. It ',',,;..i;,r·~•~;;..-:,f:\,. ' ' ,,,~, ~•~.,~,,c'. ,,~\~' I-i;.,~,~"-,'~,c, ~,,,~.,.~,~,~.,';.~",-,~,,~,,;~•~:~•-,,~, ~•,·•,•~fy'~''t~,-,,~{'''"'·,c',r< ~~ ,~ ,-, ,-• "r .<, ·,-, ·,". -., -~ • ' ~ I ,,, ~ j, ' ' ',,, .. ' -•M--_____ ., . -·--- -' ----- -- ,. / .. , ' ---- ----r --· -r~ -··----· ' ' ' '' ---~------- -,.._ .... ' ' I I -,-. " '/ / --- __ , ___ _ / I ' ,' ' ' ' ' /,,,..-,,,, I \ 730 i l l : \ )' ,_ -. '~' "- - ' \ I , ' ' I ' I ! / I CONS;f_ GUNITE / SWAtE---_J.,•----J'--- ( , ----;.____ ,I ,/ / /TOE OF / / FI LL I J ; I I --- -- ..... ft -· -------- ;;r,.-' "'\ -0-\-----ALTITUDE@ \ \ -.l/~UL.T 16 ' ' -.. __ ~--.-,I Of f\LL',__;c__, ___ _ -,o~ ~------710-------~ \ N343,000 00 :,: ~I 0 z CONST INLET DRAIN PLUG-~ (@) -. ' -., ·- AIR VENT GD -. ', CONST DRAIN ' -- ✓ ' - '' •, '' -- ' ·- E 1,698,643.00 "' I __________ +-----------EAST __________ ___,o-+--11----- I / , i I I I ' ' I I / , ' I I , I I / I / , ' J I I I I I I I I ' f ; / , , , ..... ' , , I '- I , I / I I i ' ' ' ' ,/ I , I I I j I ' ; I i I I CONST GUNITE SWAL.E SHOWN PER SECTION A HEREON-------...}_ 1.'Q/ / ~ .. / / I I j / I , , / /40~ ,/ /"'"-/ /./ / / / / , I , I I , i I I / ._..__,, '---5° x 5' ,,-i' RIP Rlj-1> / ( FAC1NG CLASS I ' , /, PER CALTR3/NS 1 STD SPECS: ) , , I / i I I / I / I I / I ' I I , I / I /, / / ,I I , • I / ,I I / ' , I I I I / I I I , / • I I .' , • .. , , I I I / / I , , ' I : ' I , / J / / / I / , / I / , , / ,, / I I I , / I J , , I / , , / / I / / / , ' ' -, ,- / / / I I ' ' '· J ,' / I ' / ' I \ I ' ' / / / I I I / , / ,_ -. ', ,_ ·-, j " - \ '- ' ' -. I /'- ! / ,· ' I ' I \, \ ', ,, ' ' / / I / I / I / J / / I I ; I ,' , / , , I ' \ ' , , I , , ' I , ' I / -,__ ' Oi 0 ,,,, ;' II I I / / I I I / I I I / I / // , , , / , ' / i I I , I , I I I I I I I ' -,,., ...I ' Wl 01/ .... ,,___ .... •J,)' -: -, w, . I ·, -' , / / / ' / I ·/ ' ' , , ; I / , / I / / I , I I ·/ / I I I I I / / , II I l I I I , / , I , I / I I / I / , I I I / I I / , / I • J I I I I I ' I I / / , I I I , I I , ,I I I I I I ,. , , I I I / , ,' I ~-·I-,-, -, \ \ -, "' ' \ \ \ \ \ \ ' I , / I , , ' / / / , I / ' , , { \ ' ' ' \ I ', ' ' \ \ I \ \ ' \ ' ' \ EXIST SLOPE ' I I ' I I I I I ,I / • , , , / ' I , ,' / / , , J I I I ' ' / I I I / I I I , ;' / # I 1' ++ 6 II ,. -c ,,1: 1,- RESERVOIR FLOOR ' " I 10'-o" /) / -COVER WITH f'tLTER FABRIC, CARTHAGE MIL.LS,"POL.Y-FILTER x•; OR APPROVED EQUAL RESERVOIR WALL----_-----t,.._ ~ EL.EV.= 700.0 ., INV. PER PLAN -~/4" AGGREGATE BASE 6" PERFORATED "A,D.S." sua DRAIN. SURROUND W/ PERM. MAT'L UP TO LEVEL OF BOTTOM OF WALL. FOOTING. EXTEND PERM MAT'L.. ACROSS SUB- GRADE TO MEET 3/4" AGGREGATE 12" 12" --r ~ ·w I 21 -011 BASE. SEE SPECIFICATIONS--------' NO SCALE SUB DRAIN DETAIL ED ASPHAL.T CURB7 2 11 6 11 f-,__.,.., TACK A.C. PAVEMENT W/ 10 MIL, POLYETH- YLENE 2" x 3" REDWOOD HEADER--------•--~ / ASPHALTIC EMULSION AT RATE OF 0,05 GAL.,/ SQ YD. 1----~ ---3" A.C. PAVEMENT I' -6 ,, ---.......---....... 4" THICK GUN ITE SWAL.E W/6x6xl0 GA WIRE MESH, <D ~--4"AGGREGATE BASE "---.., BROOM FINISH -....____ I 6" A~VlSIONS SECTION NO SCALE @ ELEV, PER PLAN 4 1 -6 11 EL.EV PER PLAN 4" THICK GUN ITE SWALE W/ 6 X 6 x 10 GA. WIRE MESH, BROOM FINISH--------~ SECTION NO SCALE @ KNIFE 'GRADE "!GAS" COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES Fl NAL GRAD I NG PLAN (SCHEDULE) AND DETAILS II ~!!,65 Pio P-lco OE SIGN JRN-RBC CHECKtO JRN-RSC O"AWN GLC OATE / 4 8~ I fornla/H.OOe • { 714) 729'-11$4 SH'EE"T 10 SHIH'.T:i CMWO 79 -110 -' ,·~, ' , , \ ,''"•,:•,)'•:,\•, :, ., NATURAL GROUND I SEE FOR -t-- SHEET No. 9 CONTINUATION GUN ITE SWALE, SEE SECTION B, 24'_ o" (Ty P.) . ', .. , ,, ,e0 oo· 00" / r----FLOOR JOINT @ 10'-4" 1 o'-411 24'~0" (TYP.) FLOOR PLAN SCALE.' /11 = 20 1 -0 11 SH T. IO ---------,, 11/2 EAST FLATTEN SLOPE TO I 1/2, I ::::l 1 15' TYP. 10' 1/2 '11 TY P. (I\ 6" SUBDRAIN--✓ \]]7 CLASS 2 AGGREGATE SASE COMPACTED TO 95¾ REL. DENSITY--------c----- PLACE 3;4"AGGREGATE U N D E R WA LL FOOT I NG ON LY 1% 1% SEE SHEET No, 9 FOR CONTINUATION ---0 a.: • ' >-,.,. I- N ·,,. ' L _J r 7 L _J r 7 r 7 L ..I L ..I r 7 r 7 L _J L _J @,CONSTRUCTION r 7 L _J r 7 L _J r 7 L _J :I: ... a: 0 z ' 7 L _J JOINT 7 ...J r L .J L ..I @ AIR VENT r 7 r 7 r 7 L .J L _J L _J / r 7 7 r 7 L _J L ..J L ..J / -, 51° 54'4'0'1-r. 7 r 7 ' 7 _J L _J L ..I L _J EAST ·o r 7 r 7 ' 7 so0 00'00"' r 7· r 7 r 7 r 7 0 a: -· >-.. t- N - '--WALL@ ""-----'--WALL FOOT I N.G@ ELEV.= 729.69' SLOPE ELEV.=700.98' SLOPE ELEV.= 699. 56' 195'-o" I.D. L _J L _J r 7 r 7 L ...J L _J / r ., ffi ACCESS HATCH @a LADDER ----__:¾-'X 1% SLOPE. / r-,---CO L U M N (TYP.) @ TYPICAL RESERVOIR CROSS SECTION SCA l£ , . I 11 = 10 '-0" L ..J r 7 L r ., L .J r 7 L ..J L _J L _J L _J L ...J / r 7 r 7 r 7 r 7 · r 7 L ...J L _J L _J L _J r -, r 7 r 7 r 7 L ...J L .J L ..J L r ,. r 7 L _J ROOF PLAN SCAL£ .' 1" = 20'-o" Afv1SrONS ELEV. a 728. 71' TOP OF ROOF BACKFILL COMPACTED ,.!TO 95% REL. DENSITY j( TYP.)~ ~ W-• ''.W$1t-1( ~i ' ELEV.• 700.00' TOP OF ' FOOTING 1 f; ---LIMIT OF EXCAVATION COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES FL. OOR, ROOF, SECTION (SCHEDULE) PLANS S CROSS SECTION . Il I I CMWD 79-110 • I I ·•.·.·1 .. (:' 1 I I -"' "' . = st 2 -No. 4 2 -No. 4 CJRc.-~~ . . ~ --rx11:it,:+s:· ~RESERVOIR ROOF SEE SHEET No.13 :"" fol.}'./////:- "'='=::± ... ~==):ii;:~.zli!=~z!:ijllll~11,-::-==_,__-i~"';=-----~ / 0 .. l~~!=ll=iiJII------.--.- / }: CIRC.___/ 6") "' 4 -No. 4 CIRC.---ftiir , ---, -. I · .. ''"''"' ,, I; II II 2 X 3 NEOPRENE PAD ( 40 DURO.) CUT PAD FOR TUBING PASSAGE -- 3/ II ti 8 X 6 P. V.C. ·o WATER STOP W / CENTER BULB TAPE T YP. >-,,--,--o._ -"' PLYWOOD LID -REMOVE AFTER ROOF POUR AND GROUT VOID SOLi D AFTER PRESTRESSING .. ----------+--1'' x 10" x I/d' STL. TUBING. GALV. AFTER FABRICATION '-----+-4 -No. 4 DOWELS WELDED TO TUBING ~---s''x s"x 5/1,s' STL:TUBING WELDED TO ANCHOR PLATE, GALVANIZED --t-----2 3/1611 ~ 5 11 ~ 7 11 STEEL PLATE RUBATEX R431N OR R423N ( LENGTH•IB") ,J'' SHOTCRETE---~--~; "'-';::) 2 -3/a" GALV. STRAND-=-~-t--111 HOLES FOR GAL\/. STRAND 3 X 7/gll 4 5/a" 0 I" I I PREFORMED RUBATEX SLEEVE IJ II 4 '2 INSIDE ,...-+-9"x 5/s" P.V.C. WATERSTOP W/1" CENTER BULB, TIE TO STEEL AT 12" O.C. MAX • ~-+-F·JLL ALL CREVICES WITH COMPATIBLE MASTIC '--±-= .... ~t-..,_ __ NEOPRENE PADS 1"x3"-40 DURO FOOT I NG RUBATEX PAO ( 411 N) CUT· PADS FOR SLEEVE PASSAGE i-~"'""3/e' GALV. STRAND ( M.U.S.= 21,400 LBS.) PAINT PER SPECIFICATIONs-----c~·,}il 1 li.l_PLACE ONE STIRRUP SET 4" ~~~:;1T6"-'-S_E_E_G_RADING PLAN, ,};\ FROM EACH SIDE OF TENDON ------.... . ,-c: CENTERLINE. PLACE ONE AT ~-t-----2" W. L NIPPLE '-+-----2" P. V.C. ADAPT ER RUBATEX SLEEVE SECTION ·s:=~--;,,~:.ff1%"\\;Y0,<l:l-"J/iJoli,,,z,.'<W-:, :\ MI D PO INT BETWEEN TEN 00 NS r•· '-~' """"i:J•,:;,,•:.._-,".~})i'~ ( SAME AT BOTTOM). { No. 3 , ~ -v~£'. Vf[i. WALL CURVATURE: o,;,"#.1'"' 1 STIRRUPS) GAPS BETWEEN WRAPPED ST RAN OS AND CORE -WALL DUE TO SURFACE IRREGULARITIES SHALL NOT EXCEED 0/16 OF AN ,: INCH ( EXCERCISE CARE IN · FORM DESIGN S. ALIGNMENT) n. SANDBLAST COREWALL PRIOR TO SHOTCRETE ( 1.5 SACK No. 16 SILICA SAND/ 100 S.F. )----➔"'i J ~-----APPROVED DOUBLE WATER BAR ON FORM TIES \l;'. }il-•H :-lHf--!i!;,1-1-----P L U G T I E H O L E S ON 8 0 T H SIDES WITH IC: IS DRY PACK ( USE NO" EMBECO") ,, No, 4 CIRC. AT 24" o.c.-----1+,:;+-.;1 !< NATURAL SHOTCRETE FINISH--~~ (: 3/a' GALV. WIRE STRAND \\· ( MACHINE WRAPPED)-----➔!_'~ l 2 -No. 4 C I R C .---.;;:---Im~> II ''--+'""·' +-<~ll> ~ SEISMIC / ~ CABLE---M-11 , ' 1.D.=1951 NOTES: I. MIN. CONCRETE STRENGTHS: 5,000 PS.I.: WALL CORE 4,000 PS.I.: FOOTING 3,000 P.S.I.: FLOOR SLAB 2. ALL REBAR$ SHALL MEET A.S.T.M. A615, GRADE 60 IH-t-----No. 3 U STIRRUP T11 ________ 7,:,,Jf:t .. j?,i~~~"i'j,j.._ ____ 4 -No. 4 c IR C. ------No. 3 n STIRRUP ="' 9" PV.C. WATERSTOP WITH I" CENTERBULB -= ( 3/a" MIN. TH IC K, ) TIE TO RE I NF. AT 12" 0. C. :c "' z "- ..J 0 0 =\~-~:,-~\ ll-o----t-----I 3/a'°DIA. TENDON("DYWIDAG" HI- STRENGTH THREADBARS) AT 3'-o" O.C. ( 205 BARS REQ'O.) OR APPROVED EQUAL 11;· P. v. c. /::'.I COUPLING---~-~ lt-,__-+-----2" P.V,C, TUBING ( SCHED. 125) A, B. ---1-----2" P.V.C. ADAPTER II I " -----+-----2 x ~2 W. I. TEE +I =.,, +I r----WALL FOOTING VERTICAL PRESTRESSING NO SCALE EACH VERTICA~ TENDON SHALL BE STRESSED TWICE AS FOLLOWS BASED ON I 3/8' OIA. DYWIOAG THREAOBARS WITH A MINIMUM ULTIMATE STRENGTH OF 237,000 POUNDS: APPLIED FORCE IN BARS BEFORE WRAPPING 73.4 K TOTAL AFTER FINAL SHOTCRETE 171.8K EPOXY PUMP EACH VERTICAL TENDON FROM THE BOTTOM GROUT CONNECT ION. WITH A 2 PART SOLID EPOXY UNTIL THE ENTIRE NUT AT THE TOP ANCHOR HAS BEEN COVERED, THEN DRYPACK THE REMAINDE;R OF THE METAL CAN WlTH A I CEMENT TO A I SAND MIX IMMEDIATELY AFTER THE INSIDE OF THE CAN HAS BEEN COATED WITH EPOXY, 30° • 1111 • SEISMIC CABLES SECTION @ SPLAY GAL\/. STRANDS TO FACILITATE CROSSING OF CABLES CUT PADS AND FILL CREVICES WITH COMPATIBLE MASTIC---- RUBATEX PADS ----~ NO SCALE ~------4 - 7 WIRE GALV. STRANDS I 1 -4 .,, · 11 -4 II ✓---WALL ;COTING~ OF 3/s' DIA. ( M.U.S./ STRAND~ 21,400 LBS.] ( CUTTING LENGTH= 20 FT. ) PREFORMED RUBATEX ffi SEISMIC CABLE SLEEVE8- ~----,,.---SLEEVES~ ~GALV. STRANDS I-UN IT -,---t===tl-------c-. ---'-· -ti ===:::t--"""-c;,,_1 ( PLAN VIEW),....~--------CUTTING LENGTH--------......, SEISMIC CABLES ELEVATION @ NO SCALE ( 231 - 4 STRANO UNITS REQUIRED) TIE 6"xl/4"WATERSTOP TO FORM TIES OR REBARS AT 12'' O.C., WELD TO WATERSTOPS AT TOP & BOTTOM OF WALL~· -- No. 4 CIRC.--------, DYWJOAG TENDON 1\ I>:' NEOPRENE PAD EA. SIDE OF WATER STOP® - ~ . CLLJ a:: ,I: <to :ca:: "' 1- <t 30.9 KIA. I 28° TOP OF WALL i------.----1-271 -2" -- +I ---------R~;;;,4-:11~ r-1--+t---J 2-3/s' GALV. STRAND-··,----<!iPII = a, = 2-No.4 CIRCi l--<lt>c/1 • 12 -No. 4 --t-<:JJ:> No. 4 AT 24" 0.C. -➔-i l½"CLR. I • I I ! X - "' - • -3" MIN. GROUT (MIX=1c:1s1 :c I- t-..J 0 LL.I ow ::;; I- "' "' ... 0 z / -• ' ' ...,,.· __ /_-= ______ · _________ ~----..;2:[ ;}4;/}f;il(;}l; -2-No. 4 CIRC. ~ ' CLR, I ~ No. 4 x 18," AT 12" O.C. RADIAL '--COMPACTED SMOOTH c__,_ ___ STEEL TROWEL fl NISH AND TWO LAYERS OF BUILDING PAPER FOR SURFACE 20' 10' c;, z t-o 0 "- 1-:c c;, LL.I :c SIKASEAL COATING ( 50 S.F. /GALLON ) ~-~ 24" MIN. ,_ __ CENTER JOINTS BETWEEN TENDONS I @ PREFORMED RUBATEX SLEEVE----------~ ~ No. 4 AT 24" O.C. ALL SLIP PADS AT FLOOR JOINTS c_ ____ 9"x 4" CONC. PAD ..J ..J <t ,I: VERTICAL WALL JOINT 11 -311 3'-o" JO•• L1-------~la' x 6" PV.C. WATERSTOP WI CENTER BULB 7'-6" MINIMUM CLEARANCE REQUIRED FOR WRAPPING a AUTOMATED SHOTCRETE MACHINERY LTIE SEISMIC CABLES TO REINF. WALL - FLOOR AND WALL FOOTING - ROOF CONNECTIONS NO SCALE @ ,.,, ··'·'---~-~---~ ..... -•" ---"""" . -····-· __ ,, ___ , --·----.... -·-··' .. , .•. , .• "' , ..... ,~~----·" -----·-··"·-··· ·-' --····· ;,\:,,_, ; . '·; .. · ·,_',•.,:;?.:· -~•:,-,·, .. ,., .. ·,s -,,. " \. 197. 4 K / Ft. • I FINAL FORCE IN KIPS/ Ft, HIGHT {INITIAL FORCE= FINAL FORCE+ 25,000P.S.I.] 0 CIRCUMFERENTIAL PRESTRESSING NO SCALE REVISIONS NO SCALE COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES WALL/ STRUCTURAL (SCHEDULE) DETAILS IT OESll3N J.R.N. -R.BC. Cr!ECKC:D J.R.N, D~AWN G.L.C. WOODSIDE/KUBOTA & ASSOCIATES, INC. ... ,:-., .. ~"-· l).ATE 4 / B~ i '"• 12 CMWD 79-110 7 \ \-\,';,"'"",, " " " I " I /2 CLR. 8 -3 8 -3 8 -3 R-- ·• ' " 5 I -6 11 5 1 ~ 6 11 / 14-No. 5 s· -s 11 5 1 -611 ~ 2 -No. 4 CIR. I 13 -No. 5 ~ t / 10-No. 5---I 9-No.5~ -""--I , I t I ' I "" .... '-;:, • "~ ~23-No. 5 I I ~ 13-No.5 I I ~ 13-No. 5 -I 1 -3" I J' ,..3" lr a::: a::: 11 -3 11 I 11 -3'1 WALL@ ...J -...J -RESERVOIR I u ,,. u I 41 -o" 4 1 -011 I-a.; 4' -o•• -4 I -011 ->->-~ ?: ~~ I-I-. ---~ @COLUMN VARIABLE DUE (TYP.) II. TO WALL CURVATURE I I " I I I " Ln ~ 22 1 -2 11 11" I 11" ' 22·' -211 I RAO. RAD. RAD. RAD_ VARIABLE DUE II TO WALL CURVATURE L = 241-011 -241-011 II I ;/ ,., I EDGE PANEL ' INTERIOR PANEL II INTERIOR PANEL TYPICAL ROOF SECTION -COLUMN STRIP 2 -No. 4 CIR. / I4-No. 5 ,:,. ; 8 -No. 5 --+--RESERVOIR WALL 8-No,5-_/, .. ---@ 3 -6 2 VARIABLE DUE TO WALL CURVATURE EDGE PANEL I I 6 1 0 II - -• I 3" 3" 31 -611 0:: ...J -u a.: ,..., >-.:::-I--~ NO SCALE --- 6 -No. 5~ 12-No.5-",.. !~ - ' ' - I I .... 5_/ 3" -~ ~6-No 6 -No. 3',_6 .. ---- ~- "' , 6 ,, - 6 -No. 5 ...J 3 --. 5 0 a.: e N >-.:::-I--~ 2'4' -o" INTERIOR PANEL TYPICAL ROOF INTERIOR PANEL SECTION MIDDLE STRIP I A a' -3" ' 5 1 -6 11 9 -No. 5 10-No. 5 , I , • -3'' 4' -o" @ COLUMN 241 -o'I INTERIOR PANEL TYPICAL s' -o" 0:: -I 0 =-~ - ~ I I II I/ ROOF "' -...J a: '-' >- "NI-_,,__ -I/ II 5 2 0.: 6" P.V. C. WATERST0P 51/211 >- I-W / CENTER BULB ~ No. 4 AT 18" 0.C.(GALV.)- 13 -No. 5 ~ 1111 I +< I I "' I I -311 "' 2' -otr -I 0 -a.: -"' >- 4' -o'' .:::-I--~ 10' -4 11 INTERIOR PANEL 1.- +ti I NO SCALE "1 GAS" SEAL ---, 'I I 21 -011 ' .,, 101 -411 2 -No . 4 ALONG DE OF JOINT EA. SI I " ' - n. 0 '" "' '" w ... .. 3: "" - JOINT -COLUMN STRIP --, 3' j l NO SCALE , ' ' '"-----:. (----------\ ~ ~ /12-No.5 I IDENTICAL TO ED ABOVE I : •~'"· ,, I + I 6 -No. 5 3 1 -611 241 ~ 0 11 INTERIOR PANEL TYPICAL ROOF ' a:: "-------~-----_) ..J u- 0.: laN )- _::-. I--,- 10 1 -4 11 101 -411 INTERIOR PANEL JOINT -MIDDLE STRIP NO SCALE -., 4' ' l ' I ... ., - r- "' 0 0.. 0. ::, rn ...J ...J <( ~ IL 0 "' w 1-z w 0 -z ~ 0 :c rn I- 0 z w "' ::, I- <( > "' ::, 0 -~ I ' VARIES COLUMN STRIP . TO _- - NOTES. 12' ... 0 11 MIDDLE STRIP VARIABLE DUE 1.2'-o" COLUMN STRIP 8 1 -o" SQUARE DROP PANEL ( TY P. ) - •t r+' \..i.) I NCR EA E ROOF SLAB T I CK NESS FOR SL !<I B DEFLEC TI0N ,,,.+v - \..J WALL CURVATURE 12'-o'' MIDDLE STRIP 0.25" t . ' /!" 0.50" J. -+ +-i -22" COLUMN { TYP.) 24'-o" ., COLUMN STRIP '+I \..i../ r+"" \..v TYPICAL ROOF PLAN I. 2. NO SCALE MIN. CONCRETE STRENGTH = 4,000 P.S.I. ALL REBARS SHALL MEET A.S.T.M. A615, GRADE 60 3, MA X I M U M LI VE LO AD ON RO 0 F = 5 0 P. S. F. 2 -= :;; 0.. 0 -I ::, 0:: -N ..J I-- o rn 0 4. 50 % OF THE REBA RS IN THE EDGE PANEL OF THE COLUMN STRIP MUST 8E PLACED IN THE MIDDLE THIRD OF THE STRIP. . ' -_ - s' -o·• SQ. DROP PANEL- 22" DIA. C0LUM'N (TYPICAL) -------i . . . . . . • . . . ,r ,·,· .. '•,,,::,-,,, ffi 8" 2 WAY SLAB ORESERVOIR ROOF- ---ROUGHEN OR SANDBLAST TOP OF COLUMN • • • • • • • •· • • • • • • • • • • ' • • ' • • " ::ill~----y-3/s" COLD DRAWN WIRE ( I 1/21 PITCH ) ,,, I 1 /2" CLR.--...__'rt: +-~-''IH,1----~- PRE CO PLASC I RCLE: ~\\ II ,)_ I USE 6 SPACERS AT 60Q HORIZONTALLY; START AT TOP AND BOTTOM; PLACE HORIZONTAL ROWS AT 48" MAX. VERT. SPACING-----•. ~ ;~ • F=Ja=Jl-,lt----"--,-~-6 -No. 8 VERTICAL BARS 'f="=+=d 'f==t=d 'f"==f,=dL. 'f==+==JL 'f==+=dL ~f==+=dl ~-----K,~ f==i"=J~ STEEL TROWEL Fl NISH -CONC. PAD - STEEL TROWEL FINISH S 2 LAYERS OF BUILDING PAPER - I . i==+=e.J i- ' f==+=d l 'f==+=dL •r==!,.=dl ---.---, 1 IF='f'=S= • -"' i1r=af=d. '=!'<$:=;Htt---MAKE I 1/2 SPIRAL TURNS FOR =!a'9=d' ANCHORAGE, TOPS BOTTOM 1ll='"+aja,,=J' OF COLUMN ~2-No.5"x3'-o'' 11F"'f=~d • DiAG. BARS AT . • EA. OF 4 CORNER'S • ROUGHEN SUR FACE ( TYP. EA. COL.) • - -' --.. '" " 6 -No. 8 DOWELS---! @ -::. ::1cD) ~, •.,, I g TYPICAL FLOOR JOINT , - ..-~ 11-No. 6 AT l~tJf ~ T-:---,,.,,,,,,,~a,i 6" EA. WAY ~ START FOOTING REINFORCE-ln'.r,~.1.,,,m,iv>."""'-:nt\-'$!>' J "' 9;•',,i ~ 12" _ / MENT ON CENTER OF ~,,'ifl--'-o/ , J / COLUMN LINES ·""' 2" CLR,_ -~ ~ ~ .I . 1 . . --- ' ~-""\~"''='"lll"'\1iltJi""i;'"'1~=2i"'"'"'1'"' --~-~.,,r-;,~g,1·1"'\~,,;~~~-'-".,, ,""~~i::,,~;i;1_fl[71,ff'1'fi'"';))l'l~rn-.. \:"f1?:;,:1~;,z~€""f~,;.L'"".,~;"_,~s~.;;-,:,;;:*"";;;· ,;;,---m,,.v;;;;;t9lf,,;,;rr,,;g;"~;,,~~:;;;~;,,:\~ ... "'~"'~"''_1ll,,~"'~-,,.~"'-•" ~,-------------'--, l~-<UJ/r~~ 17\. 0:: ...._,...,..1.\~ %"~' ,\.<.'{!J-.::-:.~;,i'·~\'" ~ ~u)r-'-,,'-,:;.--.~ ~· -I 0 51-6" SQ. COLUMN FOOTING ------~"'---~----------------------- COLUMN 8 R~VISIONS COLUMN FOOTING DETAIL NO SCALE @ COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES ROOF a coLuM NS (SCHEDULE)'' STRUCTURAL SECTIONS 8i DETAILS II -_- ()f:$1~" J.R.N./ R.B.C. CHECKED J.R.N, A.S.C. ORAWN G. L.C. o.a.te 4 / SB 2008 •·C 1.14 I 129· -1194 StH!ET 13 CMW079-I10' 80543 -_ o s1> o.,.__ .1111111. I~ ----AIR VENT@ -0 0 • f->- ----"--,,,-'--/1'-~-......-"L· -/ DRAIN PLUG® If ii . H,;L. . re---~ \ 'i,L--+--',f LD OVERFLOW PIPE 'C::J H 00 D _____ _,, 12" DIA. OVERFLOW PIPE, STL. C.M.L. a C. SCH. 20----- 2" SLIP ON WELD! NG FLANGES CL. 150, W/S.S. BOLTS, COAT WI 3M-No. 244- ~ - r -A-, r-i l ,, I 11 I . ~~--+-...... --SUPPORT BRACKET AT 5' O.C,ffi (4 REQ'D.) 'C:3- . . (2\ TYPICAL @JOINT FLOOR 1 \ ~ =~ '~ /fto\~-ING -0 -<i) "' 0 -,n -<i) ~J~-----------~>-'<-:-:-,_--,,-1. i ~~8 ~0*1~------/ "" ELEV.= 700.00 12" DIA. STL. PIPE, C.M.L. a C., SCH. 20~-----J ·. :-.: ::.::·::i::;~Y:\tif¼2MXff l! -12"x 12" STL. TEE, SCH. 20, C.M.L.,W.E. 1 OVERFLOW PIPE ELEVATION NO SCALE CLASS "A" CONCRETE 1°-IO' ANCHOR BLOCK-----'-- *BOLT BARS AROUND~ OVERFLOW PIPE , . ' . I =---- =---- 114" GALV. $TL. PLATE CASING----~ ADD 2-No. 5 DIAGONALLY AT CORNERS ( 3'-o" LONG) n II II 11 11 u n II II II ~ 2'-6" 1,0. n I I 11 11 u 6" 13 -No. 6 BARS l __ TO CASING EA . -== x 12" WELDED SIDE 11," DIA. HANDLE ====:::i l e <i) ..,. VORTEX BREAKER: ,1 II s 21 DIA. x 12 LG. SCH. 10 W. .P., NOZZLE W/3-3"x3/a" STRAIGHT- ENING VANES AT 120° O.C., EPOXY COAT ASSEMBLY AFTER FAB- RICATION--------, ffi TYPICAL FLOOR ~JOINT-----~ STAINLESS STL. NUTS 8 BOLTS, WELD BOLTS TO BOTTOM OF LOWER FLANGE 8 COAT WI 3M -No. 244 ____ __,, ' I I ) s'-o" .-----2 -CL. 150 SL! P ON FLANGES t 21" DIA. x 90° WELDING ELBOW,C.M.L.---' 3-3/4" T'l'PE "K" COPPER TUBING --WALL FOOTING ----ELEV.= 700.00 N 't. ELEV.0 697.46 INLET/OUTLET PIPE ELEVATION NO SCALE " -"" -... 0 -"' N N 3/e" ANGLE 'N -> CLEAT, WELD TO (4 REQ'D.)-~ CASI NG H.W.L. 2 -0 RADIAL !,,i'STL. RING WELDED 1 .1,1-e-1--•1---~-'a, TO BUMPED HEAD----lL--+-+-+++--1-----'JJ---r---t- 8 -1" DIA. HOLES EQUALLY SPACED---1-__..__,,........ I I I I 2"x 3/8" STAINLESS STL. BAR ( TYPICAL ).....e::'.1--t~1!t=1--- ( 1.D.: PIPE 0.0. + I/a" l N LI;/ STAINLESS $TL. NUTS a BOLTS, WELD BOLTS TO BOTTOM OF CLEATS {TYPICAL) 2'-2" O.D. HOOD 12" DiA. OVERFLOW PIPE---t---e RESERVOIR CENTER---'-, OVERFLOW PIPE HOOD DETAIL SEE SHEET 9 FOR CONTINUATION NO SCALE ALHAMBRA FOUNDARY No. A-2080 HINGED COVER W/ LOCKING DEVICE, OR APPROVED EQUAL----~--~'\i r 7 3/4" DIA. x f/4" STAINLESS STL. PLATE SPACER W/STAINLESS STL. A.W.W.A. TURNING NUT WELDED TO TOP I ' "'" 51-011 CLASS " A " CON C R ET E t---:-_ __--___-,.:_ __ 1---~~ -~++-------+--RE SE RV O I R WA LL ANCHOR BLOCK---'---- RADIAL ' 0 I N .,-+..,,--'e!.---''\----,---- 1 SEE SHEET 9 FOR CONT I NUATION ---te-Ht-----+----+--1-1----~~!--'-----'-'-- 3 -3/4°TYPE "K" I ~:L-;f-'---- E COPPER TUBING--'-----~ ..._-'--j-~J+--~-==::::=i=.-WALL FOOTING 12" DIA. $TL. PIPE, C.M.L. a C. OUTSIDE OF ANCHOR BLOCK I C.M.L. INSIDE OF ANCHOR BLOCK,SCH. 20 a" DIA. j I . I--H~L. ~~----RESERVOIR ROOF -----++f--------"------- ~--2''x 3;8 " STAINLESS STL. $TRAP FOR DRAIN PLUG STEM, ALLOW 13;,i'' LO. ( TYP.) ><:-+--r--5/s" STAINLESS STL. NUTS a BOLTS ( TYP.) CD SUPPORT BRACKET " 11;4" DIA. STAINLESS STL. PIPE, SCH. ao----~-----1 INLET/ OUTLET -PLAN VIEW NO SCALE @ "' -....+------OVERFLOW PIPE 0 . N(:)TES TOGETHER USING 5/a" STAIN LESS STL. N NUTS a BOLTS =t::==:::::;~~---t-2"x 2"x 1/4" STAINLESS STL. ANGLE---------~ 12" DRAIN PLUG VALVE ASSEMBLY I C.I. BODY, BRONZE MOUNTED, WATERMAN MOD. MV-12 W/ NON-RISING STEM, OR I .. ALL STEEL PIPE .SHALL BE EITHER SEAMLESS STEEL PIPE OR ELECTRIC RESISTANCE WELDEO PIPE. { TYPICAL)-----• 5;8" STAINLESS STL. APPROVED EQUAL----~ I~ b TYPICAL FLOOR ffi JOINT ~ 2"x 3/a"STAINLESS -o STL. BAR ( TYP. )-_' "' f,1'-,L-0----'. I I I -+----t-11t-+-----l!H+--l....-~ti, NUT a BOLT-----\ a-lfl------1--RESERVOIR WALL ~----1------2"x 3/e" STAINLESS " 11 I I RADIAL ~-RESERVOIR CENTER -0 -"' =--==--~:==--=-=-_-J-----* 12" DIA. OVERFLOW PIPE__/ 2"x 2"x 1/4" STAINLESS STL. ANGLE ( TYPICAL ) ------------' '....!.L-------+---SECURE TO WALL USING A 5/e" SCREW SHIELD ~,~ 8 5/a" STAINLESS STL. BOLT {TYPICAL) SUPPORT BRACKET/ OVERFLOW a DRAIN-PLAN VIEW NO SCALE STL. BAR .,, . ·\}.. / ·.:•·,,~;,!,'', . 12"DIA.STL.SPOOL, --~!l/,,,,; i'ij ··.-·~; SCH. 20, FLG. X W.E., C.M.L. ~: ,·: 1-+-4 ;8)Ii-;:iA::::/i~1-' --'---'· ' , . .._ 12" DIA. x 90° $TL. BEND, . •.\·· .___-I---+-+--, 1 ,c.i!!' . '-~'• SCH. 201 W. E. C.M. L.-----,.,-.• ~-}-j!'-j/_J_;.,f:f\W;~;\1"'~"'i!i-,l.L\;,-· •. -.. -:,..J:.-,~....:-"".~l_·"""'··_:··_:·--'--.c'--.\+; --f2 "x 12" STL. TEE, SCH. 20, 12" DIA. STL. SPOOL, C.M.L., W.E. SCH. 20, W.E. C.M.L.-----------__J · DRAIN PLUG DETAIL NO SCALE @ ' . 2. ALL MISCELLANEOUS STEEL ITEMS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 3. ALL STAINLESS STEEL FITTINGS SHALL BE TYPE 316. RlcV1$lONS COSTA REAL MUNICIPAL WATER DISTRICT, CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES INLET, OUTLET 8 OVERFLOW(SCHEDULE). PIPE 8 DRAIN DETAILS II DE.s1-,:,,i J.R.N. CHl!:CK£0 J.R.N. DRAWN G.L.C. OATE 4 /B3 RC.E.1OO56 DATE OF 22 ll·l/-83 14 _S1'1a:f'8 CMWD 79-110,. ., 4"x 2" HANDLE 11/a" DRILL-4 HOLES EQUALLY SPACED ON BOTH SIDES FOR PROTECTION BARS I " --------n V2 DIA. H.R.M.S. BAR~ RESERVOIR ROOF -----~,.....,. SECTION DUST COVER® "' l/4" PLATE HATCH FRAME a COVER, GALV. AFTER FABRICATION-._.ft-+-- COVER STOP 2" x 2" x 1// x 24" LONG 4" 1/' Ii;' --'-''----~/f---S PACE SPACE rrr=-- 111 -.-.:,....J.1--I " D A /2 I . H.R.S. HINGE PIN. END AT COV No. 303 SET EACH ASS EM BLY I/a" '1s'1 --II~--'-'"--cc~~,~ SPACE SPACE . ------ ,,.;--1/2" EXTRA STRONG PIPE, 4" LONG / WELDED TO M.H. COVER -TYPICAL FOR~ HINGE SLEEVES -"- RESERVOIR ROOF HINGE SIDE 112." EXTRA STRONG PIPE, 12" LONG WELDED TO HATCH FRAME VENT OPENINGS, 2'-I 1/2" HOR I ZONTA L, 1' -8 112" VERTICAL, 4 REQ'D. I ·I ' ' ' ' 0/e" GALV. CARRIAGE BOLTS IN 11:i'GALV. PIPE SLEEVES ( TYP. l NO HOLES THRU DUCT-~ REMOVABLE GALV, STL. RETAINING FRAME, L l'k l'x I /8" DRILLED FOR 4-3!8"GALV, THUMB SCREWS JO -711s' HOLES, LOUVRES, 2" x 3/1s" BARS SPACED AT J" MANHOLE COVER IJ,i' PLATE LIGHT SECURITY TACK WELD ALL CARRIAGE BOLT NUTS ------t FOR 3 OPENINGS 2" NO SCALE r?4 /M.H. COVER M.H. HATCH FRAME M. H. HATCH COVER SHACKLE GUARD, 1/4" STL. PLATE PLAN *CONTRACTOR TO VERIFY PADLOCK SIZE W/ C.R.M.W.D.'s LOCK -~-~ - •• ~, . - ~ 2112" ' ' 1/ i 2 1/2" 5" ., C--~ --~ , "' i J . ~ ' :r.· ..i >" " 6 DRILL I I . . 9/1 TH LO " _) RU FOR · u ' CK SHACKLE SHAs~:;:~"~~-~~RD ® MANHOLE COVER ® i ' I , ,,. ..:::..: . "' ",t "'. . =..s-t =~ ..----M. H. HA FRAME TCH - ' i'.f:IDsHACKLE rn:;.====~=.::2:::;;;::::::::::::::--~· 8 GUARD -~--ti'..':'J===~::z::~~:::;;;~~ DU ST COVER ® ~----'-----i--12 -No. 4 X 12" BARS (1-D\ "' +·-+-+-+ WEL ED TO 1/4" PLATE 9- _,__ ___ =~=.~-~,-1=,:;=;=9~01----0--------~;=?=;=\=-~ .• ~=:i= •• ,:;,.;~_:~:;c=·.·_=.~.~ . .,......\ 5/a"x 2" BOLTS WELDED TO 114"--~e;J. GALV. PLATE 0 0 0 ~(:tq:<~~: ;_:: i)i(·.·.:.:·.,, .. _ .. 1~-2 -3/e" x 2" S.S. STRINGERS SPACED AT 16" ex I <( ·.., ::;; ~ ) w u, C W u, C z u, _j -~ ...J "' <( "' "' , "' a , V ~ / 9" / / / / ' I I ' FOLD CORNERS a SOLDER VERTICAL SHAFT \ I I \ I SECTIONS 1/4" MS PLATE, r ' I :~--HOT DIPPED GALV. ~ lol---llll------2" THICK x ,fO"x 25" FILTER 11-, __ \ . \ 1/4" PLATE SHIELD, BREAK EDGES ~-~ __ 22 GA. GAL~ STEEL DUST COVER SCALE: I"• 1'-0" "---36✓ ' 9A9 .. 9'' / "" ' ' "'- , I l [ ;:, ¼" x 3;)/ SELF ADHESIVE POLYURETHANE FOAM STRIP ALONG EDGES \ PROVIDE HASP PLATES AND PADLOCK, SEE DETAIL ® PROVIDE 4 GALV. STEEL LOUVRED COVER PLATES_, 3/16" MIN. THICKNESS, 11/4" x 1;8" ANGLE FRAME No. 4 BARS ( TYPICAL EA. SI DE ) " TYP. / V [> "" -" ' PROTE CTION BARS@ 12" ( 0 PADS BY"EXIT-AIRE"OR , FIBERGLASS W/S.S. FRAME I WELD NUTS TO FRAME ( NO CARDBOARD)® ~ Ii< -) DETAIL WATERTIGHT DOOR,SEAL W / l/4' x 3/4'' POLY URETHANE FOAM STRIP@ ' ' I ,. ;{~~ {.J 4 1;2' FULL SURFA::NT LID HINGES ( STANLEY No. SHAFT--rl 850 CONTIN. WELD ) PROV I DE 2 $EAL TIGHT LUGS ON HASP SI DE OF DOOR, W/3/s" HEX. HD. 1i,t DI A. ORAi N HOLES MACH. BOLTS----' DE TALL PLAN/ SECTION N.S. DISHE D a FLANGED HEAD, 16 54 II 0.D. X 72 ° D.R. X 2" K.R. WI 2' 31 " PLATE, 'STR. FLANGE, ALL HOT DIPPED GALVANIZED ~ f ) ' VENT SHAFT-.....,.-IA WELD HEX NUTS k--DOOR SLOTTED HOLE FOR PADLOCK ~ "' ~ 7 1/2' 7" 7" 7" I/ II 7 2 TYP. •j'\;. (,, ' 0 0 l,.J,.....---31/4" DIA. RUNGS AT 12" 0.C., S.S.(TYP.) 0 ! I! II 1/a x 2 BRACKETS, S.S., WELDED TO STRINGERS ( TYf>) 0 SECTION ;,IE "c x I <( -Ill ::;; "' '"' ::,. 0 "' "' / "" I/ No. SAR I', ' V ' ,/ "'-I I ' I / ~ I " 1/4 STL. PLATE M.H. FRAME 1/a" CAMBER NOTE'. "" V ' MANHOLE PLAN . SCALE: 111 : l'.-0" RU·SBER GASKET TH RE AD 6" LONG ( BOTH ENDS) 2-No. 5 BARS OF HATCH TOP -----1;9" COTTER PIN HOLE TYPICAL EA. END 1 1" DIA. BAR ( SEE NOTE) NUTS,GALVANIZED GALV. STEEL WASHER BAR SHALL BE 37" LONG W/ DOUBLE NUTS EA. SIDE. GALV. BARS AFTER FABRICATION. GREASE THREADS SE FORE INSTALLATION PROTECTION BAR ® NO SCALE - ACCESS HATCH 8 LADDER DETAILS @ NO SCALE , 5 DIAGONAL S TOP a BOTTOM EA. SI DE a BOTTOM !'·.'·,_, , f-0 0 - -O· 0 ' I I , ... , . ·~-, r/ .!/~{\f\.~ 7 1/4" STL. P~TE / CASING ~ NOTES: r,, 0 0 .,__ f- 0 0 f---0 - ~/~ / '\: I ,:.~/ -1-:Q,_~ ~· ;_.'~·%r .. · ·,..... 4 -1/2" ;<,i;: NUTS I. ALL MISC. METAL LADDERS, BOLTS AND BRACKETS IN DIRECT CONTACT WITH WATER TO BE STAlNLESS STEEL. 2. ALL OTHE'R METAL PARTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 0 - • I "' ' , "' t GALV. a BOLTS 1'11:VIS\ONS "' +----tlH"'---'-'ili-oo-DOOR - 1/4" PLATE WELDED'---. 1--;2~"~ TO SHACKLE GUA~D ~ ' SP PLATES - - 'oi ..... (\I ' U') . ~ I "' -~ DOOR SHACKLE GUARD N. S. AIR VENT DETAILS PLAN SECTION ® COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR TRANSMISSION MAIN AND APPURTENANCES ACCESS HATCH/LADDER (SCHEDULE AND AIR VENT DETAILS II D!,;Sle'I J,R.N. / R.B.C. (;Hl;;C:Kl::D J .. R.N. 15 SHEETS CMWD79-ll0 . -,, ' '·,;p 11· 1;_ ·· I -r, ··;·1 J" ( -.,,,,; i-1\••··:, -r -·•• ,,, l!, ,,,,,.,.,,,i~'••~' ' . '. . z ::,; 11 -"' APPROX. w~~~~~~~~~~~r__J~~F~l~N~. ~G@R)'/,N~Dlii:.~rnP7,':,'.~t=1~, ;:;.; ----1---------4;:~ PLACE 2 LAYERS OF "BITUTHENE 3 ooo" • ON SI DES, TOP, 8, NECKING-------i 11.EL=69700 • TO RESERVOIR SEE AIR EXHAUST VENT SHEET 9 FOR CONTINUATION 15 VENT l!· ii: • . ' <;> '~ ,-,".o:_ .o,."'y, • _.,J:Y: I /j 10 13 3611 OIA OPENING '--,IJ.,:, OPENING FOR Al R INTAKE SECTION NO SCALE @ 4 AIR INTAKE VENT 6 / ( \ \ " + --~ ll 1-6u 3 1-6" a" ~-----------~-=-:::.._ ____ ~--------+----~=....:::..__-i a" 12" 12 Ii. EL= 697.00 "' "' = "' -EL= 693.75 "' "' -.,. SEE SHEET 9 FOR CONTINUATION METER PEDESTAL @ 9' ± = "' • -0 0 "' 0 -"' = 0 "' ALT/ TUDE VALVE 8 VAULT-PLAN VIEW NO SCALE . . MATERIALS LIST ALTITUDE VALVE 8 VAULT ITEM QTY DESCRIPTION 2 21"x 21"x 12"STL.TEE, WE 2 21" x 12" ECCENTRIC REDUCER, W.E.X FLG. 4 12" GATE VALVE \ -"' 3 12" DIA. X 8" LG. C.I. SPOOL, FLG. X VICT. -o 't. EL= 697.00 2 3 4 5 6 2 12" VICTAULIC COUPLING \ £X T-r'A' <-z # C'A'? fCREJ-Y. ,.../C.,-,.AIC A"#CAVRS ~# $ZOE t:?F h'//Yc;-£ --..J -,t I AT TIE IN Fl N. GR. 11. EL= .697. 00 SCH. II I SCH. I I a ~----~---- --4 a. <t a:: .... "' 7 8 9 10 2 12" ALTITUDE VALVE,CLA-VAL NO. 210-16 WITH STAINLESS STEEL TRIM, EPOXY COATED WETTED PARTS, ANO DELRIN STEM l I2"DIA. X LENGTH TO FIT D.l. SPOOL, FLG. X VICT. 2 12 "DIA. x 90° STL.BEND, FLG X WE . 2 GALV.STL. LADDER. ALHAMBRA FDY.NO.A-3380 W/A-3383 l/2"DIA. EYE BOLT W/NUT EMBEDDED 4"MIN. INTO VAULT ROOF DIRECTLY OVER EACH ALTITUDE VALVE Y~ ~ .cW,f'5-J//£L£J£LJ #/#CE ?L/?T.ES 77 12 13 7 4 - 75 16 17 18 19 20 21 22 23 24 25 26 27 28 3 3 2 I NOTES· FABRICATED MANHOLE COVER. SEE DETAIL HEREON PRECAST CONCRETE VAULT, QUICKSET PANEL VAULT OR APPROVED EQUAL ADJUSTABLE PIPE SUPPORT, GRINNEL FIG. 264 RESERVOIR LEVEL TRANSMITTER, SEE SPECS. 3/4"TYPE "K" (SOFT) COPPER TUBING 3/4" CORP. STOP 12" DIA SUMP, SEE ELEC PLAN HEREON GRADE RINGS AS REQUIRED 2I"DIA STL PIPE GALV STL STEP CAST INTO GRADE RING, ALHAMBRA FOY. A-3325 6" GATE VALVE 6" DIA STL PIPE 6"x 90° STL. BEND, W.E. W/THRUST BLK. 6" DIA. STL. PIPE, W,E, x FLG. 6" BLIND FLANGE 6" STL, FLG OUTLET 6"x 45° STL. BEND,WE. 2" CORP. STOP W/2" HALF COUP WELDED TO Pl PE ,. ALL STEEL PIPE SHALL BE EITHER SEAMLESS STEEL PIPE OR ELECTRIC RESISTANCE WELDED PIPE, 1/4" WALL, CM Lac OUTSIDE OF VAULT 8, CM La PAINTED INSIDE OF VAULT 2. ALL CAST IRON FITTINGS SHALL CONFORM TO ANSI/AWWA CllO AND ANSI B16. l (125#). 3. ALL COMMERCIAL ITEMS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL. @ 1/4 H.P, 120 V, I PH SUMP PUMP, HYDRO-MATIC No SP25 W/ BRONZE BALL CHECK CONST. CONC, SPLASH PAD PER DETAILffi +a' -6"-1112 H.P. EXHAUST FAN WALL MOUNTED DUPLEX OUTLET +4811 WP w INTAKE VENT CROWN 111 ( TYP ) ( 200 C.F.M, MIN. J '-.L..-1--JUNCTION SOX FOR SUMP PUMP CONNECTION VAULT~--- SHALDA No. 460 - 2 IOOW LAMP HOLDER WALL MOUNTED NOTE'. PROVIDE WIRING AS REQUIRED RESERVOIR LEVEL TRANSMITTER ELEC. COND TO VAULT WIRING METER ffi PEDESTAL \E) DUPLEX OUTLET + 4811 +a' I I/ii'TEL, COND SLEEVE I NON -MET A LL IC i.:.:..=-1::::l"C====::::============~======~ " '---T----• JOIN EXIST, TEL. TERMINAL PEDESTAL 8, LEVEL INDICATOR AT R/W, SEE SHT 9 ELECTRICAL PLAN NO SCALE NOTE: EXACT LOCATION OF LIGHTS, OUTLETS 8, DEVICES TO BE DETERMINED AT TIME OF CONSTRUCTION,ALL ELECTRICAL WORK SHALL CONFORM TO THE SPECIFICATIONS. SEE SHEET 17 FOR ADDITIONAL ELECTRICAL INFORMATION. \\ l,:::, co,om "' \ POWER CO. 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MANHOLE COVER DETAIL SCALE: 1-1/2"= t'-0" 6" ALHAMBRA FOUNDARY NO A-2I60 PIPE 1vENT { GALV) OR APPROVED EQUAL 90° CAST IRON BEND AIR "' FIN GRADE ' 0 "' 6 11 DUCTILE l~ON PIPE BELOW GRADE~+ei.-l-'--'12'-"-I I L- 90° CAST --2411 X 24" X 2411 CLASS B CONC ANCHOR BLOC-K -1----VAULT 6" D.I PIPE SPOOL ( TYF') I RON BEND-~----+-+----1----1----EXHAUST VENT '---2411 1 2411 I * II CLASS 8 CONC ANCHOR SLOCK GROUT SOLi D ( TYP) VENT DETAILS NO SCALE @ COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES ALTITUDE VALVE a VAULT (SCHEDULE) DETAILS Il QESIC)~ J R N CHl::CKl::O J R N W00D$1DIE/K.IJl!IO'YA .& ASSOCIATES, tHC. 16 CMWD 79 • 110 " '', . . '• . . ' \ .- I ' . •, I ' I ~ '';' --\ ,· , . ., -.•.. , . 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D/AL WIT,</ ASTRO 0//-IL FOR OUTS/0€ LlaJ-ITS. , . / ,' / I I , I I I I ! . ...... ' ~ I / ' , j I , I I I I . I I . i , . I I I I • ! f ' . ' I I I I ,' . I j / / , f , ' I / I ,l i , / ' , ( I , I , , / I I f / I ' , ' , , I / _/ I / I I ' I ' , I I i / / / I I ,1 i I I I . . ' 1' I ! i I I I / / / I . , j / I / / , ! i I I ' , I , . ' , ' I , ' f j ' ' , I I j I I I I J I ' I I , I I , / I , I I I I I , , , . ' / , ' I ' ' , , / , I I f i i' II . . I , I I , , J / : , ~ ~'0 ,, / I ½ I , ' i / ' ' ' , , I f / I / , I I / ' / ' I / I / ! i / ,' / / f / , f I , ( I / I . ' ' , / ' ) /-------------------1 APPROVED BY- J ~(lcFARLANE ELECTRICAL ENGINEER RE NO 4954 R!Vl910111S COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR' LA COSTA HI RESERVOIR TRANSM!SSION MAIN AND APPURTl:.NANCES LANDSCAPING , FENCING /scHEDULE)· 8 ELECTRICAL PLAN ,-n WOODSIDE/KUBO-YA. & ASSOCIATES, •NC 2.596 Pio p,e11 ( PG <"to¼ } • co r Is b 11d , C11 I 11ur:il'.i 9 201"! B • ( 71 4 l ?'29 -1194 22 17 SN!t:Tt CMWD 79,110 . , ,, I lr: ,_,' "1 -, • L NOTE: I. ALL BARBED WIRE SHALL BE GALV. 2 STRAND 4 POINT BARBS, 12"1/2 GA. SEPARATION OF STRANDS SHALL BE 5 1' APART AND AT 5 11 ABOV£ FABRIC. 2. THE FENCING FABRIC SHALL BE 7211 WIDE JO' -0" MAXIMUM SPACING , ,~ ~-,-,--,J, ,-··1:,',,".,'•-~' ··r.-,·,--.,,.--.-,w,..-,, " J -> ' ,,, .-' -. ' ' , i ~ , , , • , 1, , v, I0'-0" MAXIMUM SPACING -(0 CROWNED FOOTING ( TYP/ • ,. ' I ,--·r 1· · 1 I -I -,-,,,:--11<,;~-1 ---~; ",1(1 ,,,,c, ·c·(•1~.,,-----~ .-~-•r·, f, .'f~•-n1;•:-1-~-,-,~--~•'.' - /0'-0" MAXIMUM SPACING • I TENSION ( TYP I _,- LINE POST PULL POST //4" X 3/4" BAR ( TYP I GROUND LINE ' ., ,, J ;-. ' ' I' CHAIN LINK FENCE ELEVATION AT SLOPE OR LINE CHANGE - I<) GROUND LINE 0 ~/~ ),; -~ s:i: ~ • ¥ (0 ,,... GUSSET DETAIL 12" ~ ~ NO SCALE • I<) CHAIN LINK FENCE ELEVATION AT END OR CORNER I0'-0" MAXIMUM SPACING SCALE' 1/211 =!'-0" 318" GUSSET PLATE I 12' -o" TO t6'-o" 11 I0'-o" MAXIMUM SPACING j ~ ..... 1----------.-----''...'.::::.._:_~~-::-:::-'-'"--_'"__-----f-----t .. -j f--.. •1-----:....::.___::::.__:_:_::...:..:..c:..:...:_::....::...c.:__...=..:._:_:_=.:..::..:....:: _____ .,-i GA TE n----...-.~~~,.L-.-~-....,..-fj TENSION WIRE BARBE O WIRE -~,_)J_-~~,_,__,....,... ___ ----,c-----'--=+-=-_,;c:_:_..::----:-;:__.,c_c...,;.._._~__,--ttt _ TENS ION WIRE BARBEDWIRE EXTENT/ONA RM (TYPICAL) ~---4,ct--~--,,,.L I NE POST .. ~ -~+--~--GA TE POST'-+-i<-'--l'f.t-..,_~.,__._ C\J __ ...,_...:!---'-+-----1-,J 1-J.~~---------'-"~~--+I ,____,~__,_;,.--,.~_,__.LINE POST _ __,-t-1" __ _ GA TE POST '/'-'-'!---'- -'--''-------'"''""' ~1 • ""> • ' ' -.., • 1~-1 ' -~I,, \1 ••J -t ' ' \ ' (.) -Q:: (Jj ~ ::c: 1-- Cl -..,. ,l:: " I<) ; .t ,. . ' ,. ' e 0:, ·I , '" 111""!,III ' • ':';J ,,""t~--PLUNGER ROD __.__..,,~-=•' CA TC H ~ DOUBLE DRIVE GATE DETAIL SCALE !/2 11 =!'-011 ' 't1i /',i ' . ~~ ';, r { ;------~ ----~!t-'~-- GROUND -""> -I<) SCALE'!/2"=!~0" WELD CENTER OF 51 I 6" ¢ x I 8" CHA IN TO BACK OF LATCH POST----~ 3/ s''.,. _ _,__,_,71 TENSION BAR • C\J -,TIGHTENER •' ' '..t. ' "' d t !.,, ,: ~ . .'~ I- C/) C) u. ::c: (.)~ ~ 1----\.:, <:[ 1-.. -.J "I: " TYPICAL WALK GATE SCALE 112" = 1'-0" R!:'.Vl~IONS CHAIN LlNr FENCING NOTES 1. ALL MATERIALS AND FITTINGS SHALL BE NEW. AND ALL FERROUS MATERIALS SHALL BE GALVANIZED. POSTS SHALL BE FITTED WITH TOP WHICH FITS SECURELY OVER THE POSTS AND MAY CARRY A TOP RAIL WHERE SPECIFIED. 2. THE FABRIC SHALL BE 9-GAGE FOR ALL FENCES. ALL CHAIN LINK FABRIC SHALL BE WOVEN INTO APPROXIMATELY 2-INCH (50 8mm) MESH AND GALVANlZED AFTER FABRICATION 3 THE FOLLOWING SIZES (INSIDE DIAMETER) AND WElGHlS OF PIPE SHALL BE USED: ITEM 72" WT./FT. END ,CORNER AND PULL POST 2-1 /2 5 79 LINE POSTS 2" 3.65 TOP RAIL AND COMP.BRACES 1-1/4" 2.27 GATE POSTS DIAMETER flT./FT 4'GAfE AND ALL LATCH POSTS 2" 3.65 OVER 6' UNDER 13' 3-1/2" 9.11 OVER 13' UNDER 18' 6" 18.97 OVER 18' 8" 24 70 FRAME FOR GATES 1-1/2" 2.72 4. GROUND SHALL BE GRADED BEFORE FENCE CONSTRUCTION BEGINS. LOCALIZED GROUND DEPRESSIONS REMAINING THAT ARE MORE THAN 3 INCHES DEEP SHALL BE ELIMINATED BY PROPERLY PLACING COMPACTED FILL OR, IF APPROVED BY THE ENGINEER, MAY BE NEUTRALIZED BY PLACING ADDITIONAL FABRIC AND POSTS. 5 CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND SHALL BE CROflNED FOR ONE-INCH ABOVE GROUND. 6. PLACE PULL POSTS AT 300' INTERVALS AND AT ABRUPT CHANGES IN GRADE. PLACE CORNER POSTS AT CHANGES lN LINE WHEREDEFLECTION ANGLE IS MORE THAN 5 DEGREES . 7 BRACE CORNER AND PULL POSTS IN TWO DIRECTIONS AND END POSTS IN ONE DIRECTION. 8. END FABRIC WITH TENSION BAR (1/4" x 3/4" min ) OF CORRECT LENGTH, ATTACH BAR TO POSTS WITH STRETCHER BANDS (1/8" x 3/4" min.) at 12" O.C. 9. ATTACH CHAIN LlNk FABRIC TO TOP AND BOTTOM 7 GAGE TENSION WIRES WITH 12 GAGE HOG RINGS AT 18" O.C. ATTACH CHAIN LlNV. FABRIC TO POSTS WITH 9 GAGE WIRE TIES AT 12" O.C. AND TO BRACES WITH 9 GAGE WIRE TIES AT 18" 0.C. 10. GATES: TYPE TYPICAL WALK GATE DOUBLE DRIVE GATE WIDTH 4' -0'' 12' to 16 · FOOTING 16" d1a. 18" d1a GATES SHALL BE PROVIDED WITH A COMBINATION SPRING LATCH OR PLUNGER ROD OF APPROVED DESIGN AS SHOWN ON THE PLANS. ALL GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES FENCE DETAILS (SCH~ULE) 2565 ~lo Pico {? 0 Box 109'5 OESl<!IN DRAWN GLC GLC CHl::CKl::D J RN !)ATE 4 / S:3 SH!!"T fl•l/.8J RC E 10056 DATE OF 22 18 SHEl::TS CMWD 79-110 ' ' .,.,., ALHAMBRA FOUNDARY NON -TRAFFIC CAST IRON GRATE 8, FRAME, NO. A-2010 W/ 26"x 26" GRATE OR APPROVED EQUAL CAST INTO TOP OF CONG BOX KNIFE GRADE "I GAS", THICKNESS •1;£( TYP) RESERVOIR WALL-----1--.a ~,~lffl-; ~ CONST CLASS" C" CONG r , ,,.r DRAINAGE BOX----+-----ll;fll....--...:\l<i-. 2°-0" SQ. . " ' "' o:t ,!ii G'", ~ 0 ~--:z; i---3" TYP --6" TYP "°,,___.~-~--BEVEL END OF PIPE AS ":: REQUIRED TO BE FLUSH W/ WALL I I !LOPE FLOOR LTO DRAIN FLOOR 8, ALL INTERIOR WALLS SHALL HAVE A SMOOTH HARD STEEL TROWEL FINISH __ _.,,_ _______ _, 716 50 INVERT SECTION A-A 12" AC P CL I 50 , SEE SHT. 10 FOR PIPE ALIGNMENT 71850F.S. I I I I I ri-------ffi 719 00 FS. I I I I ICiD+-~~-NO. 4 AT 12" ,' ,..,., ' -. ,,.. 3' -o" TYP. 719 00 F. S. I EA. WAY I I I ~--------~ PLAN VIEW 718 50 F S OUTSIDE OF RESERVOIR WALL DRAIN INLET NO SCALE "-' • <, ',,, " ' '. I , "'~ .,I ' ' ' . " , --' ' ' C" , .... ~ ' ' ' ' ..,! ,,..., • , . ' . ' . ' ' ' ' ' SA/IOOTN HARO 5TE€L TROWEL FIN/Sh' KN/Ft, G.fEA.Oe ~IQA.5'" $€AL 2-"'4BARS At.ON$ €A. S/OEOr./0/,VT" ' ' . J/B"•6"PVC WATGRSTOP l/WC<E'"NTE'R BULB •· < -o 0 ½ -. b---e-1. ___ .L..._, ____ . Vu •· .!:(.( •t.c· , . 1> ,P •, A. __ ...J. ' , .!J..' r ~ ',' -tJ: /, , . ~ (,/ : ,t> ·~c.i: • -~ '_, b l-----------------------coNCl€e'T6-PAP~ ST££L 3'' .9" 7ROW€L F/N/SI-I AND COi/SR W/2 L;//Yl51€S' OF BUILDINQ, ,-9</ Pet€. FLOOR JOINT NO SCALE . t2 : 97..:~ ., . . {./'-·.,.. · e~ ,, ,,.-, ~ . c .-. l'-'2~•4" CbM: .SPLASI-I PNO, FOR L0C,t!T/O11/ SEi: €t..ECTR.IC,qL. PL.AN .SI-IT. 16 -&;;. ·a .o :. ._ ___ ; //2' G /. SUMP PllA/f P OISCh'AJ€Qt: NORTI-/ W/lt..L OF --------J:- ,4LTITUPE: VAULT-----'::;:;i;;+i:=:c:.'~-.-, i£!1ST WJ7LL OP t P.J? V,.tJVLT. \ /1/2'' PVC, SCH, 40 DISCHAfcG€ PIPE FLeJ<. COUP.----._ -... 6' • ·. CJ,; • ;I , ,.,, . .4_,t?, SUMP PUMP DETAIL NO SCALE fc NOT£: ® SE£ DETAIL 3 ON SHEET 6 FOR SUMP DISCHARGE FOR PRESSURE REDUCING STATION. ,, ' . " LINE S7RAP~C n:J WIULT@4'0.C, 1/4' 1✓.P., 120V, I¢, SUAIIP Pt/lV/P HYOR0-/U,47IC NO. SP25" W/BRON2~ SALt.. CNBCK, 0~ APPROVeD &:(;,)UAL. R:l;Vt!ilON:!i COSTA REAL MUNICIPAL WATER DISTRICT CONSTRUCTION PLANS FOR LA COSTA HI RESERVOIR, TRANSMISSION MAIN AND APPURTENANCES M tSCELLANEOUS DETAILS (SCH~ULE) 256'5 fl'1of'ic:c [PO •Hl°'9S}•Carlabad,C,;il1f,;,rl'l<l9200S•(714)T'2~~11S4 L"ll:Sl~N JRN-RBC CliECKEO J RN 19 $HUTS CMWO 79 ~ 110 ' ' ' ,, ' ' ' .• " •" ' .: •';ii; ·, ' ' ., " ' ' t. ,,, ': • ' 1 . , -•' '" J " ' . ' ' ' " ' • ' ' ' 1 I ' ! ' \ \ 0 ' I \ \ ' -' '•, • ,t.,: ~ ~ ~ I c::, 6 Q;: ~ -...J ~ s::c \ -- • ' l I , i i ' .I i· " . ,-_-• -~• •' t· I ' • ,' -, ,, ' ' . - -'.,' --,-• -.....__"Jl.-' ' ' • < • ', :.;1 ') '',"· • ,, , • I ,, ~l?ESEl?//tJIR 5/TE l/MITS OF t'IJAISTHVt:Tll1A/ ,__ _____ '14' FVTVRE Ji! 0 W -----~-1 ,____ l',/' e)(/ST ,R.O.W -~--< " ' .,___ ,e• --+--12' ---; ' -.. - 2' tro' ~·j L ___ J_JfY.azz:2'.:t2jizE~'t%~: W-_______ _ ' rt-pj: ' 14 ( iYPICift. ACC1i$$ Rt.J.40 ScCTION STA. 01-00 TO STA 3~84 \ ¢ 11;. 44' Ft/TVli'e How I I •~ c:1$'EJOST R.O.W. 1e' .... e' t:: 10' e', :I--~ : ~p. ~ /Y,. .\ i· ... j.· ¢''AGt:A 8AsE ~" rl~ => i· \ ~ ' TYl'ICAl ACCE$$ At2AD SECTIIW ST~. J.,. M TO STA. t?.J.,./4.# 8/iNCH MARK ' ··'j' \ . - ' ' ' . , -, \ ' " ~-,_,, .. ' ' '~ ' ! pf ~--.-.., ' ., -,' '. ' 'IPEC/Al IH)T£ ro CONTRAciOR' : . --~: "(· PRIOR ro f'lACINQ ,,. A&6REGAT€ '/j//gi," ' , Cl/T JJRE"AS SH/Ill 81; GRAtJEO ro FVTlll?E( FIN/51-/ dRAOE ANl) Fill At<EAS $/i,'ltL" Be GllAIJi:lJ rtJ I /JO Flflir BlfldlV Pt/TV/flf PIN/SH ·~ GllADti. T"MN~ITION:1 8ETHltiEN GHAlJlfS t:Hlll.l' 8E • ", 1;SfRl3U$ll~D IN FllfLI) 'I • ' • , _., • , . ' - ., ., ' ·~,,if; -it " ' '-" ' " ' " D11scrlpt/on STANDARD BRONZc DISC IN CONCR£rE f \ MONUMENT, Locaf/(111 , ABOUT 20()' NORTH OF STA. 261 + 98.72 RANCHO SANTA l'E ROAD (RS. 454) NEAR FENCE EAST SIDE OI' ROAD. Rt1cord from, COUNTY BcNCH LcVELS J-O3O2. c/~WJt/M -• /76.18 Dotum , IJ. S.C. 8 G.S . - . , -' ' ' ,· ,, .,, ,,' > ,/' ,, ', ' ' , , \ I I ' .. '' """~ I I .-~ -i 1 L60, ,-... 'I I r ' I \ ' L--- \ ,-- l \ \ " • I . ", ''' ,-I -,, " ', ' ' ' ', ". ,, '➔ • : ... , ~-, -' ,., -' ,. ' ' ' ' ... ' ,, ,.. ' ,,,, /.- .c. :?' --1 . ' J -'~ '' ' INDEX ' ,, MAP @) INDICATES SHEET NUMBER. I LEGEND INDICATES DIRECTION OF STREET SURFACE DRAINAGE. -i BASE MAP INFORMATION DOUGLAS L HE REVISIONS APP'D .. ' '' •• • I ~ ' ' ,. , /00 0 --. - -~ ,., . ' ' , i I ,n \r.-_ ; '• zoo SCALE IN FEET 400 RICK ENGINEERING COMPANY ,,i>l4'iERS·ARCHITECTS CIVIL ENGINEERS LA EYORS 3088 PIO PICO DRIVE, SUITE 202, CARLS , LIF 92008 TELEPHONE (714)729·4987 SHEET APPROVED RE DWN BY CHKO BY FIELD BY PRIVA OF CARLSBAD DEPARTMENT DATE PROJECT NO ,. • C.M.W.D. 79-110 JOB NO 699/ H -,.., ~ "' ' ,, , ,'it''ill"'','"""r,--:--,-------------------------'-----~,----------------------------------,,-,--'--------------------------------------------------------------------------------1 ', ' -,_ I ' ,-.1~ .... \l:'' I ,,, ' " ' . """""'-•· -··-' "'"ilfli•llll91tilJh.tfi1&ifii;t,,, '""'i 'i" '• ' ,,,' ', ',',:" " -' ,, ', I• ... ~1,~~fr• -I•.,, ,,1'·,.:/"1.-or!; _ ... ,,,,.J4#..._.N,lllll11114 ... f'._..,-,, ~.,1.::::,, ,__ •1, '1, ,~ ,,.,,.,r,f.,.• _ _.k,,.,w,..~,,.,,~~,it,,J,~.•.~~.,.,,1•-..~ 1..,,,_.,