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HomeMy WebLinkAbout1565-12W W1r 1 t raw WALL MAN MMU Gip'am AL r off, l AV 5 SrEEL c e a6 Lax a eat IVa I" -As 4 6 500 J of 7 e all 40 OR_ /? 1A2 7 8 /2 /0 4 �� /Off /4a6" 9 %O lO // /O 4 C.F. --H#4 Y= �/Jsaia-2 /4' 6 /o Ib 40 r Pel v /O" / / / / --- - NOTE S 1. To SLAM REINFORCEMENT, Ay t+fri,j a; FN dMeiNRM re g grred 61001,11410 Catch RSte" Gird 8laarrri d 0►al%gs. 1 'roto /- -- For dine -ft— •b• Broolor Mon 4 ft.,soe IM apodal do$* N 100 lop pl' _ L slob relnforcolsenl sMw" os the required Itructurol pias. V1 1 2. WALL AND FLOOR REINFORCEMENTI The i"caled reinforcing steel applies, N Cold% Rash ®rt" - Zu AN catch basins constructer as streets designated as State • Highways shell include the reinforcing *lost shows on this I drawing. WALL AND FLOOR STEELCatch basins constructed on •trookool designated os stele . ,SEC TION I Highways under Ohs following conditions require well and CAtCN #A SIR RE/NFORCEA/ENT-'rW "/ �4'l kill floor shed reintacermeal: Rain as«IM, (W.Cor sl© sell" Depth I V ) To T foot lied.) 10 fool or Isom 7 to 1 d leollind.) 7 hal or sere Tqo •lel shun/ sob w * I-, 14 a 21 too llincl.) i fool a WWII V01 ohm ) t F#cwT WALLli S tE 'AR WALL SymEAn WILL B AL r off, l AV 5 24" �l0 a6 Lax 1r7A si UrY�s! I" -As 4 S.♦ 324 e J=' e LzriEw aymmi s e • .� _z o -4—* %7 ' ! l,�" 4 4" ?SW •5�/_3 3 ♦p — 3i~9 3�6 �� 40114P IN 2I 193#14" •3 6 /� 65 /4 • •3 // I 6 7 9 %O lO // /O C.F. --H#4 Y= �/Jsaia-2 X= Vft1- ' __&- I _ J6 =� �•C ?•p. 1 d --- -_l_____-- V l (� yr3lgrs �fQ 1-1 t ? dlos C 1 I � - Tf •!tins /'� t j over 21 fool All 3 raENERAL I steel reinforcement shell be per rK51 Steel to concrete surface, end clearance, shall be 1 ! inches. Valley type invert,shewn by dashed Not in sectio", required connector• when connector pipe is aligned to gad wall of o catch sis. ba For the design of catch basins with o V -depth encesdiag 12 feel, see the required structural plass. m Na q baus bore a" be ed in lift N No. 3 bore t t /.O 4 /8 as 1Wlows , Sri --- � --- r__.___ 1' _ -.I poJUTI lars WALL AND FLOOR STEEL MTI 1Ai►EtATCN BAsm RE/NfORci-mar —vw GREATER tNAN /4' SUPERSEDES drawing of some NWAW role/ July 1 ------- f -- `, — mss. e/lwrs -' 1- LOS ANGELES COUNTY t4' - N11�Irr A1� FLOOR REINFORCEMENT S€CTI01,I, 2 f1EVISIONS F LOOO CONTROL. DI STR ICT " ` --- - e----- yi _•O ? CATCH BASIN i REINFORCEMENT I sets c - , a�►s s •rl� w ♦ IN&TS AW0 C sot ANO ` - - - -. - A 1 -I -- -. -,� • w....r•Ir w .r..r..•• f I SAMa• M ALTt11NAlt MM1 /�.� ..n.. w -w AWO IC N p - �- - - - - -- -1r �7 .r a" . - .t o~ •lulu► ..d,d�.. GRATING BASIN REINFORCEMENT .",^Lx "IN JDWG. NO. - I C W H NONE 5 -15 -'at1 NINES T I eN► 1 CATCH BASIN REINFORCEME,NT DETAIL NTy Xav-/ev Ms led ,� - 9 y 1`he � drW PLAN N V I I -w Rovnd Mi/d Slee/ Bar ' Bend' Hol I I r- - wm�_ � A • 1. ' f� SIN "O'J -� -- T- i � • 4 SECTION A -A A FRONT ELEVATION ®NOTES: I. An alternate step may be used subject to the approval of the engineer. 2. All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or cracked steps. !k Steps will be galvanized after bending. REFERENCES REVISIONS LOS ANGELES COUVTy MARK DAT• DeeC111PTION FLOOD CONTROL DISTPICT evi sed. ,4 /-19;1*6 l?evi,SCd STANDARD A 54th DROP STEP reefed*. .1 II -5- Added notes 1 � I ••*wovso I:r � _ r --r A-" C"Ier ENOIa[orN snr wtCoArM,t ' EO DATE NO• Z _ 096 I N N •w • �N INt w 3-15 SHEET 1 Of DROP STEP D -ETA -IL ro" DATE REVISIONS "ATE crtY� aAY� �oY Azov 8E RK : FWE .77. Is _I USCOS "S STATION "PARCEL" 1963.9011 EI -Y. OF RAILROAD TRACKS AND 28'2 S LY. OF CENTERLINE OF BASELINE. LI MILE E LY. OF EAST AVENUE. SAME AS CITY B.M. *364 ELEVATION 1301.54' 7VO -24 l "Dmond malt, OdeeP of j6 , _ V D 431 Z. ►.�� 1;k /2 /.O 4 /8 /.0' AV 5 24" �l0 a6 Lax 1r7A si UrY�s! I" -As CAEr,17A CSI it A [ZZIM1 3XIMM Lit "UK 37 ArMtt ANACtZ� / J=' A LzriEw aymmi /F W MMCil1 I==111��; 1 / Q\ SUPERSEDES drawing of some NWAW role/ July 1 ------- f -- `, — mss. e/lwrs -' 1- LOS ANGELES COUNTY t4' - N11�Irr A1� FLOOR REINFORCEMENT S€CTI01,I, 2 f1EVISIONS F LOOO CONTROL. DI STR ICT " ` --- - e----- yi _•O ? CATCH BASIN i REINFORCEMENT I sets c - , a�►s s •rl� w ♦ IN&TS AW0 C sot ANO ` - - - -. - A 1 -I -- -. -,� • w....r•Ir w .r..r..•• f I SAMa• M ALTt11NAlt MM1 /�.� ..n.. w -w AWO IC N p - �- - - - - -- -1r �7 .r a" . - .t o~ •lulu► ..d,d�.. GRATING BASIN REINFORCEMENT .",^Lx "IN JDWG. NO. - I C W H NONE 5 -15 -'at1 NINES T I eN► 1 CATCH BASIN REINFORCEME,NT DETAIL NTy Xav-/ev Ms led ,� - 9 y 1`he � drW PLAN N V I I -w Rovnd Mi/d Slee/ Bar ' Bend' Hol I I r- - wm�_ � A • 1. ' f� SIN "O'J -� -- T- i � • 4 SECTION A -A A FRONT ELEVATION ®NOTES: I. An alternate step may be used subject to the approval of the engineer. 2. All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or cracked steps. !k Steps will be galvanized after bending. REFERENCES REVISIONS LOS ANGELES COUVTy MARK DAT• DeeC111PTION FLOOD CONTROL DISTPICT evi sed. ,4 /-19;1*6 l?evi,SCd STANDARD A 54th DROP STEP reefed*. .1 II -5- Added notes 1 � I ••*wovso I:r � _ r --r A-" C"Ier ENOIa[orN snr wtCoArM,t ' EO DATE NO• Z _ 096 I N N •w • �N INt w 3-15 SHEET 1 Of DROP STEP D -ETA -IL ro" DATE REVISIONS "ATE crtY� aAY� �oY Azov 8E RK : FWE .77. Is _I USCOS "S STATION "PARCEL" 1963.9011 EI -Y. OF RAILROAD TRACKS AND 28'2 S LY. OF CENTERLINE OF BASELINE. LI MILE E LY. OF EAST AVENUE. SAME AS CITY B.M. *364 ELEVATION 1301.54' 7VO -24 l "Dmond malt, OdeeP of j6 , _ V D L Z. ►.�� 1;k /2 /.O 4 /8 /.0' AV 5 24" �l0 a6 36 �L 5 ll B 48 IT /0 5s, /.5' /0" 60 /711 /F 66 /.y5 J/ *40/2" I *4012" =--� 3- 4 Circutr Tiles i0la pick hole --- Allen socket se, sCI-ew. Se notes, I 1 IN.11 4. Nor s 1. A Wncm/e calbir is reoNed where the Chong* /n grade OXCO ids 0. /0 ft. per foot. 2. Whom pipes of diff vnl al"Pers are laved with o concrete aav#or, L and T shah' be !hose of fhre /arguer pipa D= D/ or D? , tv r is grVatorr. 3. For pipe brger than 66 o special cd/a► alq>a✓ is r*qut►l8d. 4. For pee size not IsA9 d use next sire kr9w 5. Amrl re#>farcalg on pipes 24 and less len di"efer and on o// pljraes where aag/e Ais less than /0° 6. Where reg orchV is regL*ed the dbiweter of /he crcukr lies shall be D t (2 x wv/l thickness I t 8" 420 -C-2000 Couture% 7 Wham B) is equal to or less than D?, !Ian irwerts and when b) Is greoler than 02i join soffits B. Pipe naoy be cnrrugaled meta/ pype, cmaele pipe, or rlebWof-cod caxrete pipe, air asbestos cement ,Dips •AT• REVISIONS II710M LOS ANGELES COUNTY FLOOD CONTROL DISTRICT n /1 ss 94vi*ed Note S. CONCRETE COLLAR FOR PIPES 12 INCHES THROUGH 66 INCHES APPROVAL RECOMMENDED BY w« ,O.Y.M. •r►•ovo •v •IaCIt•• •r hNr,tr�• •r._ C.WH•- _ CHI•/ •N•I. �y„•„N• •, SCALE OATE No. 2-D ASST. CHIEF DEPUTY ENGINEER _ i�. �1.�! �� ZAv�- _ NONE DEC. 1962 .03 ANGELES COUNTY FLOOD CONTROL DISTRICT ,•,,,,,•,,,�,. .,••, sN[ET I OF 1 CONCRETE COLLAR DETAIL I '-Letters l "hi g r cast flush with to LMR I bop on rim of _ cover opposite pick hole-- ,; I�- TOP OF MANHOLE FRAME a COVER BOTTOM OF MANHOLE COVER -------Z38 64dit iside did- ofover-----30+ A//en socket --� �l� y set screw ji 1 N iz Outline when rib joins rim �------ 22 Dia. clear ooenin I 1 I t 9 - - -- - Outline adhere CROSS SECTION THRU FRAME a COVER ribs loin --- "; „ '„ ;�Sameong/e thrnu9 pout It CROS S SECTION THRU RIB AT MID RADIUS II II III NOTES Finnie and +rover she// be.,gray cost iron conl3rminy -1!y J'IR * , _ - to . he latest A. S. T. Mstandard A 48, c%ss 30 or ' _ �. bel -ler f -' R t% In, stat/ /No `3/4 ".y`/4'�A//en socket set screws, 90 °to - - x pick hole in holes drilled and topped' /"' in dep M. > k ;,4_ _",; �. "R i - " • All parts of the /home and cover ext 0t m l sur lbces she// b e, machined 22 Deo.,--- s tooted with osppha/fuln point. 9 Frame and cover sh0l/ be tested for accuracy of lit 0170'shat/ be marked /re sets before deli ywy. CROSS SECTION THRU R I M p frcme old Cover- rho// bt Pctsifioned loch that the identititolion /9t1ar1;7g /j Parallel W/410► a, -V re o r r• - of f C!J REFERENCES REVISIONSLOS ANGELES COUNTY MARK DATE DESCRIPTION - FLOOD CONTROL DISTRICT A 5-1.9-60 Added nolo MANHOLE FRAME A N D COVER FOR CATCH BASINS APPROYID aY f l y I "j r �.9 CNt1Cr F i1rEEA- sitOMITTEO IiY 'rNsCCMMEADEO 6T D11TE T ''- f' - NO. U�-D 156 75f07410% '�N INggit JjAlii 19x9 CHEET I GIr 1 MANHOLE FRAME &COVER FOR CATCH BASIN DETAIL NTy SOILS E1T%MWER: CMJ INUM ORATED P.O. BOX 231 1355 E. COOLEY DR. COLTON, CA. 92324 ( 714) 824-7210 JOHN P LEDER RCE 34996 DEVELOPER: ROCKFIELD DEVELOPMENT COLI my 31966 CAMINO CAPISTRANO SAN JUAN CAPI STRANO , CA. 92765 (714) 240-5819 OWNER: FONTANA HERITAGE WEST END ASSOCIATES 230 NEWPORT CENTER ORNE SUITE 300 NEWPORT BEACH, CA. 92660- 7511 ( 714) 720-1166 O� [" Ale THESE PLANS HAVE BEEN REVIEWED, CHECKED AND ARE APPROVED BY: flatiewi anchor sufficient lo prevent ivrnb>9 —� /3 •Std 6o/1v lura tqh/ .� •ter/ pipe i 40 ",1 I's "&-ors or \ l ' sibin/ess Iht/ © j� ff d o/v. Bar - _ T oPCok Baso/,docket setscrew See No ter `., ` '�� 1 _ l7' 1 I • • 1 I • ``��' _ - 1 `, _ _ _1 ,'• �l i % �'No rE' : Bross or stoiAless s/ee/ S?C*O1 set SCION 1 on ins'de o/ Catch ' Basin. � , 1 tip �1 51d Go% Wrovyht Slee/ l'ovP/!n9- f vvr; �s ,� ' �'OrI// and lQ,o for a i brass .l } or stain/ss steel socks t sot screw For Pro%tian (ave9 to fit snvy ever en the lewplh. centered on the cagol-in9. SpoCiYlo Qb/o, see }..,, -T - -- / of non - lopered Std pipe thread., oar( 1 ---�" ' �J DETAIL OF ANCHOR ------------ Af '-See NI ELEVATION y - W_ FLOW •�• wry.• �,,.ri IiA SECTION SHOWING LOCATION Of ANCHOR AT WALL OF CATCH PASIN SECTION A -A "' " FLOW NOTES: SUPERSE S DR /. All bars shall be 1 "Ga/v., hot-r?/%q steel per A.S. T. M. Designation A- ,36 REFERENCES Bar l elp!ps shot/ not exceed 2/, and shall be cul to fit in f/e/d. r� W W /s over 2/, prolectlon bar shot/ consist of two or more secJkns depending upon length of basin. Location of special support bars and oddl ono/ Q =b sockst set screw rho// be determined py the Engineer in the field. 2. Instal/ coupling at downstream end of catch basin opening. Supersede68s Drawing of some /x/mber doled Aug A &Y. / ustvuTTEo or - - C.w.l1 - PROTECTION BAR FOR CATCH BASIN DETAIL NTy 2$00 ft"Arirwtlae� Shale 100 SwWa Aft CAW"WW 92M (T14) 2504MO LEAN A. CARTER PR"CT ENGINEER DATE M (714) 250- " RCE 41879 EXPIRES 3-31- 92 DESIGN TEAM: FELORONIO ESPERANz •f ��,1,i OEBI N. CABLE - ClisW Engineer • Lustld Slu,.ywra �IA "W" inc/.J 116E'R AF�1KAl1IIER Cr su�aQr x"cEiv�crHs BOLTS Z. ►.�� 1;k l I 10' 10 l5' i Oa /50 lo 20' 3 4 � 4 • I I Afew or Exist I i Pipe ?ICOnY[�t• AmL,ossK«� I 1 . -. — Cys I I W. 1 / Q\ sHc� I I *4012" =--� 3- 4 Circutr Tiles i0la pick hole --- Allen socket se, sCI-ew. Se notes, I 1 IN.11 4. Nor s 1. A Wncm/e calbir is reoNed where the Chong* /n grade OXCO ids 0. /0 ft. per foot. 2. Whom pipes of diff vnl al"Pers are laved with o concrete aav#or, L and T shah' be !hose of fhre /arguer pipa D= D/ or D? , tv r is grVatorr. 3. For pipe brger than 66 o special cd/a► alq>a✓ is r*qut►l8d. 4. For pee size not IsA9 d use next sire kr9w 5. Amrl re#>farcalg on pipes 24 and less len di"efer and on o// pljraes where aag/e Ais less than /0° 6. Where reg orchV is regL*ed the dbiweter of /he crcukr lies shall be D t (2 x wv/l thickness I t 8" 420 -C-2000 Couture% 7 Wham B) is equal to or less than D?, !Ian irwerts and when b) Is greoler than 02i join soffits B. Pipe naoy be cnrrugaled meta/ pype, cmaele pipe, or rlebWof-cod caxrete pipe, air asbestos cement ,Dips •AT• REVISIONS II710M LOS ANGELES COUNTY FLOOD CONTROL DISTRICT n /1 ss 94vi*ed Note S. CONCRETE COLLAR FOR PIPES 12 INCHES THROUGH 66 INCHES APPROVAL RECOMMENDED BY w« ,O.Y.M. •r►•ovo •v •IaCIt•• •r hNr,tr�• •r._ C.WH•- _ CHI•/ •N•I. �y„•„N• •, SCALE OATE No. 2-D ASST. CHIEF DEPUTY ENGINEER _ i�. �1.�! �� ZAv�- _ NONE DEC. 1962 .03 ANGELES COUNTY FLOOD CONTROL DISTRICT ,•,,,,,•,,,�,. .,••, sN[ET I OF 1 CONCRETE COLLAR DETAIL I '-Letters l "hi g r cast flush with to LMR I bop on rim of _ cover opposite pick hole-- ,; I�- TOP OF MANHOLE FRAME a COVER BOTTOM OF MANHOLE COVER -------Z38 64dit iside did- ofover-----30+ A//en socket --� �l� y set screw ji 1 N iz Outline when rib joins rim �------ 22 Dia. clear ooenin I 1 I t 9 - - -- - Outline adhere CROSS SECTION THRU FRAME a COVER ribs loin --- "; „ '„ ;�Sameong/e thrnu9 pout It CROS S SECTION THRU RIB AT MID RADIUS II II III NOTES Finnie and +rover she// be.,gray cost iron conl3rminy -1!y J'IR * , _ - to . he latest A. S. T. Mstandard A 48, c%ss 30 or ' _ �. bel -ler f -' R t% In, stat/ /No `3/4 ".y`/4'�A//en socket set screws, 90 °to - - x pick hole in holes drilled and topped' /"' in dep M. > k ;,4_ _",; �. "R i - " • All parts of the /home and cover ext 0t m l sur lbces she// b e, machined 22 Deo.,--- s tooted with osppha/fuln point. 9 Frame and cover sh0l/ be tested for accuracy of lit 0170'shat/ be marked /re sets before deli ywy. CROSS SECTION THRU R I M p frcme old Cover- rho// bt Pctsifioned loch that the identititolion /9t1ar1;7g /j Parallel W/410► a, -V re o r r• - of f C!J REFERENCES REVISIONSLOS ANGELES COUNTY MARK DATE DESCRIPTION - FLOOD CONTROL DISTRICT A 5-1.9-60 Added nolo MANHOLE FRAME A N D COVER FOR CATCH BASINS APPROYID aY f l y I "j r �.9 CNt1Cr F i1rEEA- sitOMITTEO IiY 'rNsCCMMEADEO 6T D11TE T ''- f' - NO. U�-D 156 75f07410% '�N INggit JjAlii 19x9 CHEET I GIr 1 MANHOLE FRAME &COVER FOR CATCH BASIN DETAIL NTy SOILS E1T%MWER: CMJ INUM ORATED P.O. BOX 231 1355 E. COOLEY DR. COLTON, CA. 92324 ( 714) 824-7210 JOHN P LEDER RCE 34996 DEVELOPER: ROCKFIELD DEVELOPMENT COLI my 31966 CAMINO CAPISTRANO SAN JUAN CAPI STRANO , CA. 92765 (714) 240-5819 OWNER: FONTANA HERITAGE WEST END ASSOCIATES 230 NEWPORT CENTER ORNE SUITE 300 NEWPORT BEACH, CA. 92660- 7511 ( 714) 720-1166 O� [" Ale THESE PLANS HAVE BEEN REVIEWED, CHECKED AND ARE APPROVED BY: flatiewi anchor sufficient lo prevent ivrnb>9 —� /3 •Std 6o/1v lura tqh/ .� •ter/ pipe i 40 ",1 I's "&-ors or \ l ' sibin/ess Iht/ © j� ff d o/v. Bar - _ T oPCok Baso/,docket setscrew See No ter `., ` '�� 1 _ l7' 1 I • • 1 I • ``��' _ - 1 `, _ _ _1 ,'• �l i % �'No rE' : Bross or stoiAless s/ee/ S?C*O1 set SCION 1 on ins'de o/ Catch ' Basin. � , 1 tip �1 51d Go% Wrovyht Slee/ l'ovP/!n9- f vvr; �s ,� ' �'OrI// and lQ,o for a i brass .l } or stain/ss steel socks t sot screw For Pro%tian (ave9 to fit snvy ever en the lewplh. centered on the cagol-in9. SpoCiYlo Qb/o, see }..,, -T - -- / of non - lopered Std pipe thread., oar( 1 ---�" ' �J DETAIL OF ANCHOR ------------ Af '-See NI ELEVATION y - W_ FLOW •�• wry.• �,,.ri IiA SECTION SHOWING LOCATION Of ANCHOR AT WALL OF CATCH PASIN SECTION A -A "' " FLOW NOTES: SUPERSE S DR /. All bars shall be 1 "Ga/v., hot-r?/%q steel per A.S. T. M. Designation A- ,36 REFERENCES Bar l elp!ps shot/ not exceed 2/, and shall be cul to fit in f/e/d. r� W W /s over 2/, prolectlon bar shot/ consist of two or more secJkns depending upon length of basin. Location of special support bars and oddl ono/ Q =b sockst set screw rho// be determined py the Engineer in the field. 2. Instal/ coupling at downstream end of catch basin opening. Supersede68s Drawing of some /x/mber doled Aug A &Y. / ustvuTTEo or - - C.w.l1 - PROTECTION BAR FOR CATCH BASIN DETAIL NTy 2$00 ft"Arirwtlae� Shale 100 SwWa Aft CAW"WW 92M (T14) 2504MO LEAN A. CARTER PR"CT ENGINEER DATE M (714) 250- " RCE 41879 EXPIRES 3-31- 92 DESIGN TEAM: FELORONIO ESPERANz •f ��,1,i OEBI N. CABLE - ClisW Engineer • Lustld Slu,.ywra �IA "W" inc/.J 116E'R AF�1KAl1IIER Cr su�aQr x"cEiv�crHs BOLTS S'1o10' l 2 10' 10 l5' 2 3 /50 lo 20' 3 4 20' to 25' 4 5 25'to30' 5 6 OF THE SAME NUMBER DATED OCT. 1952. - REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT •*• 019CII/PT1006 9-69 4Vr1V1'' "wte REMOVABLE stns/ ss,' terpv PROTECTION BAR FOR CATCH BASINS 91 •►►nuv.o • �. I I ?ICOnY[�t• AmL,ossK«� DAT[ 15-15 NO,' 2-D175 . -. — Cys sHc� CITY OF FONTANA , CA• PUBLIC WORKS DEPARTMENT STORM DRAIN DETAILS FOR TRACTS NO, 139310-2&-3 APPROVED '�-� •� G1 l L E,� - IZGI✓ !o �l5- PCU I I,TI DATE: SCALE: /✓%S DRAWN: D.C. [WSW: ,L C. CHECKED 40'. Joe No. t/yS-d'/ol MC -3. too. 5Ntr_:T 12