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HomeMy WebLinkAbout1583-221 I [ SVrfQ e d tC awd . , f Std N jo { 48 � J t/2 THICK F1,8ERGLRSS GRATING AC M/NUM QOUSLE CEA d vq DOUR 0/ X0 k0 OR EQUAL v N /NCO CHEM GRATE - SEE SECT/ON _E N 18'e /0 x 6' RECTRN ULAR PRECAST REINF.H/ARE YiNCNORS PADLORr,R .APPR•-M/N. OUE LAP ''CONC, MANHOLE " 8ROONS PROD11C S" :'' ' '•QTMODEL 690 D 84 - ED6, OR RPPR ED #4 8AR ' `•,' . ,, • v. . • • a� EQuRL - /f�r'Tiifx'X R9Q5t'6[A� � (TYP.) ' SAOTilIW " A1t� 1.yi1wr111�S4ww i q • I JdF �nxiV Ef 6„ MIN 2• `4 LONG/TU DO EL GROUTED O1NAL : Y• 1 o v 8RRS AS SHOWN , d • . o � DOWEL GROUTED 'o' T SHAFT -TYP. ', ••. • • :, • o . - • L/P OF TO SHAFT -TYP. SHELF ' �' . 42 U. C.P. LAouF • . 3 �� CIR. (TYP.) v ;•n' �' o . 4viti7_11-:1 ' .•.. � 31+�CF •e •, 15"1/.C.P. I � •d �' ' r-:, o _ — ' ON. �' r5"�G.P. 0 2 2I r9 © FLOrN ' 2 K t, o .. 0 k f= L 9 POUR ON •" 'o I ti� d ''0 0 Q _ 0, Op30 UNDISTURBED •v• X• �� h0 9 �� � -.-- FLOW b� g .02 � 8 �6 9 .�,( ft.oW �jti 9'� 920 s S y EARTH. a•, ti ,rQ + 0. l2 DO /o ."" s - Q 093/ ' • : i . Y + • • • '-'r , FOR SPEC/F/C /MENS/ONS' a 40-1200% ( ' I ( • i • - ;. .- _ , • ;•. , ` , :. :.; EL E'VAT/ONS E MANC/FACTUIPE/?5or o• , eWill:11;011v 119 a /2" Op , • " /NFORQMAlTtO\v9 ' . o o �ZqCot,oao • �� • a s ® 7rXI I5I T/Ort/ `\ GROAT 0 o0 6ECRO� l i1 Og ,h 6 / `9�sQ, © N/NG UAR/ES IN ` S �(A � Q a� oo .. TR 6H/T� /L 1//V+E FROM Ig A A X/ VH l/YEz To 4' TRANSlrION 5 I 5 NO SCALE 15''0 /NLS'], k ,�cI 'j P .. j ; ,�•a., l5? r,W „k1/CR'I` CHANNEL sEcrioN 01M Er -' _ 2 rRANs/rioN _ ••r�`• � ' ��' TLET SECTION INLET I I} � SECTION C -C� A i s —---- NO SCALE �1 l (��,•�� j CONTRACTOR SHALL SUFF/CIENTL Y BRACE THE > 10 TRANS/"UN SEC TION � h • I ECTION 6 - 6 .y mwr� - ) r NO SCALE r - F/BERGLRSS PLUMES TO BE PROVIDE /BERGLASS FLUME PRIOR TO POURING THE .B Y C/TY 4' INSTALLED B Y CONTRfI C R. NCRETE SHELVES AND SXAL L MAINTAIN THE „ • r - `�!' FIBERGL ASS GRATIA)e N / /MCO , INC • P PER FLUME CONFIGURATION TO W/TH/N 1/16 g l v2 CHEMGRATE , l I/2 x 6, 4 x /D 4 1 l2 " TH/C/If F/BERGLASS GRAT/N6 - 0� - .a ' C. P. 84 - GREEN , GRI T TOP OR SLOPE SHELF / / FT. (TYPICAL) 0 . Mfl NHOL E WALL APPROVED QUAL . CU/' A8 � REOIJI RED r "1MC0 CHEMGRATE - ti0 � SE N x C��'Q' /0 x 6' RECTANGULAR PRECAST RE/NF ' �-" G W TO F!T SH E OF CfIANNEL RS` SHDWN �• Dr E SECT/0 E - E . �, : - • • � Af �! kQ7 - ON PLR VIEW. . GRATE S�UQL L f.�E' ' CiTy o FONT" CAL.! FORMA ry,0 �'� CONC. MANHOLE OR APPROVED EQUAL . �MEtF I •:'.' ',t 4 ; 4 ; `� s cur r//To Md7_10A6 CM • STANDARD DROP INLET Al c�.ck�� By D I LaP /�T .' E SHELF / N REM For 6 10 A ppOY�d 36 Pipe Cf 14014ft t S Ca 11 • s 1"■ 2, Data hav -Ifsr C 42 " !/ C. P. �I �60,', � � � ��� I •r fir,. ��� '' � ST9. 20 9 20. 00 _1w7 * Iy., � . • . �I : ,, � . ' • -• • -'-• OVAL. A l� EQ./!I'�0• . 42 N U. C. P. 4P , • , 7 >+ , .�iM7iOTjl/ 71PiAv9/T/GW • 9NEGF. t FLOW _ 14Wrvi RJIAO" AV TIN/$ G/R471N6 SIAL L 13,fl !/ECD fI,QEGLASS PARSHAL L FL UKE A ' IN PL ACE 13Y STAlN2 L ESS " r STEEL CLIPS QNCAIOR (TYP.) ' .fR t6OLTS PE,? AfA6 INSTALL- . a / 4 EA• FOR EA Ca pvtrsIc eruaac EA► nreE .' GRI) T /NG SEC T/O /V _ A IffMAL STK "tU F. i —• 6,. 1NTf6 L STILLING WELL I,,� ' ' DETAIL of cR�9T1nrG 1I�S1"RLLATION lNTEGRA BUBBLER T118EAffC"} 24 FLU E , AAtXe `' • r�RaWcEF�iACUhINUAAOU6E L , 1 DOOR 81L KO KD OR EQUAL • 2 r TRANSITION., S ION INLET. i IT// STA/AILESS STeE[, MOL OC/<'v AI'P'?WA: S/,ZF 5 'x (0' £� SECTION E - E 4 S qT. 3 23 r �'fl/S�'D NO SCALE ` 3 i E �CEMTRiC j •„ \i C"U" KE .. --�� Y 111VMETER MANHOLE PLAN CLAnVW*TM ITV.., ; NO SCALE 4 - S7 •i I Y471 �, • ' I PLO AWMI! arwal SLAB 1W LLT_ .' • ; • -i. 1 R ar IT»1 'L �ig 11:1 i 6In 'T a b 1 0 E1# ++ RIS " k , 16M GYLL till �� �.. KLL 111143 i U. , / i � � (� nor„ ' I '�• I, ,' � I , ' ' EXIST. 24 • •s (3000 PSI CONCRE TE I T YP F C61S£ I O. C. P, OUTLET • CASE 1i CASE M ' Isex ,^ ; � �; arrlauL wE a� u � aTlow�L trvasc _�- ---- '� s •� a_I; r + • TYa CAL %,M VIEW W WA . 72' DIA. DETAILS OF MANHOLE SASE COUNTY SANITATION DISTMM"S ` OF IAS ANGELES COUNTY, CALIF -. • OFFICE OF CHIEF ENGINEER STANDARD MANHOLE, TYPE 11E 60" AND 72". DIA. MMI.TER E. GrtiRR" ' CHEF Eh%%oM ' t &= MMU, Gu► MOVEME1l. $*To 0 � ded t ' v P' a Dmr'n. fume - - - - - •. ..____ __ . - _ = _ 1. Supporting wolf 56011 hove 0 firm bearing on the subgrode ono' agoinst the side o/ the excovolRon. 2 Premo/ded exponsion joint filler per ASTM 0-1751-73 to be used in support for Slee/ pipe only - to 3 /f trench width /s 4 lee/ or greater, measured along cenfe dine of M. WD. pipe, concrele support must - -. -- - be constructed. 4. /t' trencr wid!h is less Ikon 4 feel, c/eon sand bock-. 0 fill, compacted tc 90 %denSIty in occord4 nce wilh R the provisions of ASTM Standard 0-1557-70 moy CROSS SEC TION be used in lieu a1 the concrete support wo//. M.W.D. STD. C-9547 ltir� ineers ASL O Cnsung ARCADIA (818)447-4494 SANTA ANA (714) 250-5525 "FECORD PR�\w lwe7 `' t'o'/v` 9 j1.l�l PALM SPRINGS (619)320-4220 eCr0 r q DRAW/NGS - /-/8-50 f 1543 RANCHO CUCAMONGA (714)989-8983 '�EY A/IEJE,P OW ITA/L j1 9 8- , l='. R. E' CAMAR I L LO (805) 388-2344 r WILLIAM D. LE IS EXP. 6-30-89 FNqk CITY NO, DESCRIPTION P R. DATE AF R. D NTE t SCALE FILE NO. DESIGNED BY S CHECKED BY S N• R E V I S 10 N S DRAWN BY DATE L 1 3`%%- SHOWN FORD4GRAPHICS • '.--, � 1 ♦ - a': i ... w" ua-il -_ . is ... S_ .. - -. l _.. __ _.. ._ __ -.. _-" t _ . . -._ . . Y - - - _. « _ . METER PLAN NOTE s: l' L - No SCALEi ' ' � CONTRACTOR S,UAL L R3RACE T/lE F/BE�P�IA��S FLll*v CXwffV t/ AXAI aoJW4W - a000 0a a F� uME suFFlc/�' NrL v , ,�R/OR ro towels rN <, ®Atax. 1.40 c>S' - /1 0-1,9 ,06,0.CORVG�P�TF S/IEL,ves, Sucu i�I4T rAIE R�L11ME � -: CUNFIGU/ZgT/CtV �N AccuR .4 rC 1'0 ///Co D,FV/A T/0NS F OM `E/T1-I£R PLAA/ OR ELEIIAT/0A1 R OU//Re'- ' A4&V r,5 NIL L RESIIL T IN 7*U E REJF C N r of TA/E cONS79,U �0 TOt, ` c r R'V - 'C Z z. CONTRACTOR To SUeUIT SVOP PP4W*6s = r , FOR ,PttlliW ANIS APPROVAL TO LARRY °`D. k "in. MILLER o)c C91A10 RASIAl MUM/CIP4 L X4 TER DIS TRICT ' 4 1 2`10 GL OF REAAR. / 0 4 lei) 2000 P.S.I. CONCRETE 4 > 4 LAPV t ONE LAYER OF /5 I b. BLDG . 9ROUND P/ PE 4' CUIPLV,65 E. 1/543 CRV�1[1Dg O.D./4 a 4"6MIA !INVANU MATERIAL. EXP. 12-31-92 F CONG1lTE 9WWEWNT These Record Dram s have f been a ared. b ,4H on information submitted, in part by v, Plakelyp f340 T. r & � s dates. INC," & Kenko NC: Wh'Ie., his, ::r r information i1 believed o be retia a AS Consu tin ��: CONC* ENCASEMENT . �. A- g , -3c�-89 Engineers` Is not res o ible for it accuracy riot f . r `7 errors or omrssi+bnswhlch may have bee lh Na SCALE incorporated into these plans as esuit. s ;£ -A CITY OF FONTANA ,CALIFORNIA CHINO BASIN MUNICIPAL WATER DISTRICT PUBLIC:MORKS DEPARTMENT- X., DRAWN BYSCALE S : UTHR1PGE .PILLAGE; ` / yDt TA I. LS DATE APPROVED' • •- , 3-• q �'� OFFICE ENGINEER R. C. E.. DATE �„�,� DR No.: s =' -- CHECKED BY (,cA'iLt„1 ..F H ET 0, APPRovEo 1583 22 F 23. FONTAN CONNECTION NO. F-10 LIVE OAK AVE. & VILLAGE DR, A ' CIVIL'ENGINEER R. WIA �60,', � � � ��� I •r fir,. ��� '' � ST9. 20 9 20. 00 _1w7 * Iy., � . • . �I : ,, � . ' • -• • -'-• OVAL. A l� EQ./!I'�0• . 42 N U. C. P. 4P , • , 7 >+ , .�iM7iOTjl/ 71PiAv9/T/GW • 9NEGF. t FLOW _ 14Wrvi RJIAO" AV TIN/$ G/R471N6 SIAL L 13,fl !/ECD fI,QEGLASS PARSHAL L FL UKE A ' IN PL ACE 13Y STAlN2 L ESS " r STEEL CLIPS QNCAIOR (TYP.) ' .fR t6OLTS PE,? AfA6 INSTALL- . a / 4 EA• FOR EA Ca pvtrsIc eruaac EA► nreE .' GRI) T /NG SEC T/O /V _ A IffMAL STK "tU F. i —• 6,. 1NTf6 L STILLING WELL I,,� ' ' DETAIL of cR�9T1nrG 1I�S1"RLLATION lNTEGRA BUBBLER T118EAffC"} 24 FLU E , AAtXe `' • r�RaWcEF�iACUhINUAAOU6E L , 1 DOOR 81L KO KD OR EQUAL • 2 r TRANSITION., S ION INLET. i IT// STA/AILESS STeE[, MOL OC/<'v AI'P'?WA: S/,ZF 5 'x (0' £� SECTION E - E 4 S qT. 3 23 r �'fl/S�'D NO SCALE ` 3 i E �CEMTRiC j •„ \i C"U" KE .. --�� Y 111VMETER MANHOLE PLAN CLAnVW*TM ITV.., ; NO SCALE 4 - S7 •i I Y471 �, • ' I PLO AWMI! arwal SLAB 1W LLT_ .' • ; • -i. 1 R ar IT»1 'L �ig 11:1 i 6In 'T a b 1 0 E1# ++ RIS " k , 16M GYLL till �� �.. KLL 111143 i U. , / i � � (� nor„ ' I '�• I, ,' � I , ' ' EXIST. 24 • •s (3000 PSI CONCRE TE I T YP F C61S£ I O. C. P, OUTLET • CASE 1i CASE M ' Isex ,^ ; � �; arrlauL wE a� u � aTlow�L trvasc _�- ---- '� s •� a_I; r + • TYa CAL %,M VIEW W WA . 72' DIA. DETAILS OF MANHOLE SASE COUNTY SANITATION DISTMM"S ` OF IAS ANGELES COUNTY, CALIF -. • OFFICE OF CHIEF ENGINEER STANDARD MANHOLE, TYPE 11E 60" AND 72". DIA. MMI.TER E. GrtiRR" ' CHEF Eh%%oM ' t &= MMU, Gu► MOVEME1l. $*To 0 � ded t ' v P' a Dmr'n. fume - - - - - •. ..____ __ . - _ = _ 1. Supporting wolf 56011 hove 0 firm bearing on the subgrode ono' agoinst the side o/ the excovolRon. 2 Premo/ded exponsion joint filler per ASTM 0-1751-73 to be used in support for Slee/ pipe only - to 3 /f trench width /s 4 lee/ or greater, measured along cenfe dine of M. WD. pipe, concrele support must - -. -- - be constructed. 4. /t' trencr wid!h is less Ikon 4 feel, c/eon sand bock-. 0 fill, compacted tc 90 %denSIty in occord4 nce wilh R the provisions of ASTM Standard 0-1557-70 moy CROSS SEC TION be used in lieu a1 the concrete support wo//. M.W.D. STD. C-9547 ltir� ineers ASL O Cnsung ARCADIA (818)447-4494 SANTA ANA (714) 250-5525 "FECORD PR�\w lwe7 `' t'o'/v` 9 j1.l�l PALM SPRINGS (619)320-4220 eCr0 r q DRAW/NGS - /-/8-50 f 1543 RANCHO CUCAMONGA (714)989-8983 '�EY A/IEJE,P OW ITA/L j1 9 8- , l='. R. E' CAMAR I L LO (805) 388-2344 r WILLIAM D. LE IS EXP. 6-30-89 FNqk CITY NO, DESCRIPTION P R. DATE AF R. D NTE t SCALE FILE NO. DESIGNED BY S CHECKED BY S N• R E V I S 10 N S DRAWN BY DATE L 1 3`%%- SHOWN FORD4GRAPHICS • '.--, � 1 ♦ - a': i ... w" ua-il -_ . is ... S_ .. - -. l _.. __ _.. ._ __ -.. _-" t _ . . -._ . . Y - - - _. « _ . METER PLAN NOTE s: l' L - No SCALEi ' ' � CONTRACTOR S,UAL L R3RACE T/lE F/BE�P�IA��S FLll*v CXwffV t/ AXAI aoJW4W - a000 0a a F� uME suFFlc/�' NrL v , ,�R/OR ro towels rN <, ®Atax. 1.40 c>S' - /1 0-1,9 ,06,0.CORVG�P�TF S/IEL,ves, Sucu i�I4T rAIE R�L11ME � -: CUNFIGU/ZgT/CtV �N AccuR .4 rC 1'0 ///Co D,FV/A T/0NS F OM `E/T1-I£R PLAA/ OR ELEIIAT/0A1 R OU//Re'- ' A4&V r,5 NIL L RESIIL T IN 7*U E REJF C N r of TA/E cONS79,U �0 TOt, ` c r R'V - 'C Z z. CONTRACTOR To SUeUIT SVOP PP4W*6s = r , FOR ,PttlliW ANIS APPROVAL TO LARRY °`D. k "in. MILLER o)c C91A10 RASIAl MUM/CIP4 L X4 TER DIS TRICT ' 4 1 2`10 GL OF REAAR. / 0 4 lei) 2000 P.S.I. CONCRETE 4 > 4 LAPV t ONE LAYER OF /5 I b. BLDG . 9ROUND P/ PE 4' CUIPLV,65 E. 1/543 CRV�1[1Dg O.D./4 a 4"6MIA !INVANU MATERIAL. EXP. 12-31-92 F CONG1lTE 9WWEWNT These Record Dram s have f been a ared. b ,4H on information submitted, in part by v, Plakelyp f340 T. r & � s dates. INC," & Kenko NC: Wh'Ie., his, ::r r information i1 believed o be retia a AS Consu tin ��: CONC* ENCASEMENT . �. A- g , -3c�-89 Engineers` Is not res o ible for it accuracy riot f . r `7 errors or omrssi+bnswhlch may have bee lh Na SCALE incorporated into these plans as esuit. s ;£ -A CITY OF FONTANA ,CALIFORNIA CHINO BASIN MUNICIPAL WATER DISTRICT PUBLIC:MORKS DEPARTMENT- X., DRAWN BYSCALE S : UTHR1PGE .PILLAGE; ` / yDt TA I. LS DATE APPROVED' • •- , 3-• q �'� OFFICE ENGINEER R. C. E.. DATE �„�,� DR No.: s =' -- CHECKED BY (,cA'iLt„1 ..F H ET 0, APPRovEo 1583 22 F 23. FONTAN CONNECTION NO. F-10 LIVE OAK AVE. & VILLAGE DR, A ' CIVIL'ENGINEER R.