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HomeMy WebLinkAbout3784-5HEADWALL PER SBM DETAIL 209 HEREON 6' DIA. ROCKS EMBEDDED )1 • AND SPACED 20 APART t TYPICAL. 2% MIN SECTION VIEW NTS 1 N r -10 - PLAN VIES NTS RIP -RAP DETAIL 10 NTS • sM 1.ta a w Sss IY/e • we wNa 41 St• SIA. ROCKS EDM h 0 ANO ACED Y APART t K:AL I HEAMWAL L SNAIL t IONOLUJHBC. ALL 1110111110 W 411111111111111111 A I LAP IF NWT OONTINW L >b owlltae OR f SSM»! � az ORS le • 0A, wwr 05E IIIRt ! A ' REINFORCING DETAIL PLAN Its '�, ELEVATION DIMENSIONS L E F W -0 - - -0 - i-4 wtllwaacxwwT CONST._ >t - 7'- 4• 4t 0'-2" t -B- I IF -IF i•-4 K A. AMIIW�r aBLINTY �11�■Mlale s 40% or SS �! I ll �J _q% � _ fairs. a sm" 005"M M rewArea• °°"t �B"'1 �ftUw r :fir j,• t. M N •arwlaaalola N aRalolsh *0 me halls an war? 0~ W. .307-2 •IEET r OF 2 wtllwaacxwwT CONST._ Y lows S. 'Y• 61 lora M IPM WI Ifaalr W -W SMVL SECTION Ate: 1. HEADWALL SNAL.L K CONSTRUCTED OF ' CLASS A CONCRETE. 2. MEINFORCI= STEEL SMALL K NO. 4 BARS MW rr UP TO 00w ABOVE "~ NO. 'I. Pred/a low" natal► ~ tar ft 6101 arM ~ aaallow" Is S RAR! SNALI BE um. 2° YIN NOLHTHIC CLEARAICE.K D I MITER LAP, ALL STEEL. a. ADJACENT SLOPES SHALL K 1f TO 1 to .•as1 OR FLATTER. 4. MULTIPLE PIPES TO K SET WITH LONG- a. Far denlw ala btds net alrwa ass Stanssr10 rlel M2. 11WINAL CENT[RRS 1 2/3 DIAMETERS a..•.• APART. S. ALL two= coR10 4 TO K ROUNI ED I� 2. 0.1;. 3/40 RADIUS. 6. R SHALL BE 1 NCREASED MEN M ULT I PLE sraE of cAUPI N►Mr1DN► w TwNirwtAnift PIPES OR PIPES ON SKEW ARE USED. 1 HEAMA" wm - TYPE •y- •M- looms Y ka oq wM too Jt Y c- lon Salo Nara s s" see Ilr"s FLAT INVERT V OVERT TRAPEZOIDAL M/ERT ALTERNATIVE INVERTS Y Hwr. sI1" rn F� �=� (Plot _ NtHeMI cnlst Jt �i ' r = ~ NOTES �� K M. "r Ira.s.. wMia f , Mme' hate T ROOF SECTION I. for Irws aHw aael w waft lass " 1 411 et tnsss WON" In tataw i1 '+ 4 RCB N� sr w teals SPAN b' TNRU 10' lwa newt rvow stn am asnsreq wwww..wr Sow" T M � . Y�yyjD Mal45 a , NNH1r Y T M� •�W7 owIw In Mr Tw+M ow eson" m 04K Salo lrsa s I •4 a r III _9011- f Tp ((lolls( JI A,tarlrlM cart it Mate , calls( J► Y loans •4 04- M a M Maa . • 16 Sw Iwin TYPICAL SECTION - SPANS 4' THRU S' TYPICAL SECTION - SPANS IO' THRU 14' 2. a ww"M era Witt a wta awr hr Iny+ alrwew a+h• 3. for bI OM M-1 or wdsM M aver • "Ila "I fllaaa 1111I on _ fairs. a sm" 005"M M rewArea• „�TMS•�• ROUGHENED :fir j,• t. M N •arwlaaalola N aRalolsh *0 me halls an war? 0~ W. .307-2 •IEET r OF 2 wtllwaacxwwT CONST._ Y lows S. 'Y• 61 lora M IPM WI Ifaalr W -W SMVL er1 _ . ' G. -s-Ma are N hW Mashy 10-r W -W VI - f PIPE OR NO- 'I. Pred/a low" natal► ~ tar ft 6101 arM ~ aaallow" Is ���viar7i'ira© NOLHTHIC M OMAI aar"WW eeaw>r1t a-larete.ens SOW ex-t"Ise. to .•as1 SECTION A -A FsnannoF�© ar -1 a. Far denlw ala btds net alrwa ass Stanssr10 rlel M2. •y- •M- looms Y ka oq wM too Jt Y c- lon Salo Nara s s" see Ilr"s FLAT INVERT V OVERT TRAPEZOIDAL M/ERT ALTERNATIVE INVERTS Y Hwr. sI1" rn F� �=� (Plot _ NtHeMI cnlst Jt �i ' r = ~ NOTES �� K M. "r Ira.s.. wMia f , Mme' hate T ROOF SECTION I. for Irws aHw aael w waft lass " 1 411 et tnsss WON" In tataw i1 '+ 4 RCB N� sr w teals SPAN b' TNRU 10' lwa newt rvow stn am asnsreq wwww..wr Sow" T M � . Y�yyjD Mal45 a , NNH1r Y T M� •�W7 owIw In Mr Tw+M ow eson" m 04K Salo lrsa s I •4 a r III _9011- f Tp ((lolls( JI A,tarlrlM cart it Mate , calls( J► Y loans •4 04- M a M Maa . • 16 Sw Iwin TYPICAL SECTION - SPANS 4' THRU S' TYPICAL SECTION - SPANS IO' THRU 14' 0 O DIAL ORKING BEFORE TWO BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DOWEL (TYP.) 04 t rl SCOR INf• LINE so omdz-) 130 wwif•) FLOW 2005.) Iso Hugel FR 15M tM) AID COVER 130 11111111161 STEP O I5M1.4) / 75 -'.(s', R DOWEL DETAIL A •• � IP) IN �t MANHOLE 4� LOCATION THE FACE PLATE ASSEMBLY PLAN I __ FLOW NOTE: FOR DETAILS NOT SHOWN 20�L 0 1 SEE SECTION A -A (CASE A) ° YAM• 00 0.0 t MANHOLE 50 j5 (27TY IF of I in :e'i :�: a =o•=� '' ISM IM) 1 ~ 9•1 (24.1 ISM O 300 ww 223 low 1l0 ere SECTION B -130491r) _ E E FACE PLATE ASSEMBLY - • :t E f Y 20M STREET. GUTTER ON SECTION A -A _12' (•b) LOCAL DEPRESSION A SE •c • .•- rt -73 waw OPTIONAL 2. a ww"M era Witt a wta awr hr Iny+ alrwew a+h• 3. for bI OM M-1 or wdsM M aver • "Ila "I fllaaa 1111I on _ fairs. a sm" 005"M M rewArea• „�TMS•�• ROUGHENED :fir j,• t. M N •arwlaaalola N aRalolsh *0 me halls an war? 0~ W. .307-2 •IEET r OF 2 wtllwaacxwwT CONST._ Y lows S. 'Y• 61 lora M IPM WI Ifaalr W -W SMVL er1 _ . ' G. -s-Ma are N hW Mashy 10-r W -W VI - f PIPE OR NO- 'I. Pred/a low" natal► ~ tar ft 6101 arM ~ aaallow" Is ANHOLE NOLHTHIC M OMAI aar"WW eeaw>r1t a-larete.ens SOW ex-t"Ise. to .•as1 SECTION A -A CONNECTION ar -1 a. Far denlw ala btds net alrwa ass Stanssr10 rlel M2. a..•.• �• Hw.. S. For eraesM aa► arenas w • r sash aalr I r Iaa •r• loers er t1/ aasro M .r•, I� 2. 0.1;. Y .AI edw will� - s s sraE of cAUPI N►Mr1DN► w TwNirwtAnift WALL SECTION 6 7 16 CAST -IN-PLACE SPANS ' THIS! H' REINFORCED CONCRETE (MODIFIED) 1.--N'1 iA.NI M •..1.1 SINGLE � N/O SC LCULYERT r 0 O DIAL ORKING BEFORE TWO BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DOWEL (TYP.) 04 t rl SCOR INf• LINE so omdz-) 130 wwif•) FLOW 2005.) Iso Hugel FR 15M tM) AID COVER 130 11111111161 STEP O I5M1.4) / 75 -'.(s', R DOWEL DETAIL A •• � IP) IN �t MANHOLE 4� LOCATION THE FACE PLATE ASSEMBLY PLAN I __ FLOW NOTE: FOR DETAILS NOT SHOWN 20�L 0 1 SEE SECTION A -A (CASE A) ° YAM• 00 0.0 t MANHOLE 50 j5 (27TY IF of I in :e'i :�: a =o•=� '' ISM IM) 1 ~ 9•1 (24.1 ISM O 300 ww 223 low 1l0 ere SECTION B -130491r) _ E E FACE PLATE ASSEMBLY - • :t E f Y 20M STREET. GUTTER ON SECTION A -A _12' (•b) LOCAL DEPRESSION A SE •c • .•- rt -73 waw OPTIONAL �L.• _ `T" P"'" „�TMS•�• ROUGHENED :fir j,• 300-2 .307-2 •IEET r OF 2 wtllwaacxwwT CONST._ 'W11 "'a SHEET t OF 2 er1 JOINT !TY►. CONNECTOR OPTIONAL SU--- Simi.t - f PIPE OR NO- Y Mf t■1 era .aa fu -ra ANHOLE NOLHTHIC M OMAI CATCH BASIN to .•as1 SECTION A -A CONNECTION ar -1 CASE A a..•.• (MODM) of -rat AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �L.• STRUCTURAL DATA `T" P"'" „�TMS•�• WALL NO sur afalslar.a a110 :fir j,• 300-2 .307-2 •IEET r OF 2 wtllwaacxwwT 01Cis 'W11 "'a SHEET t OF 2 er1 r , IF aafallfa . - f Y Mf t■1 era .aa fu -ra La rasa i• rs1 M -ray M OMAI to .•as1 as rn w -I ar -1 a..•.• u rrt of -rat M .r•, I� 2. 0.1;. Y .AI a.1 +n am -I an -I Y -I Y rr1 we -an I w -rat 1.--N'1 iA.NI M •..1.1 � �t � ".".9 as .I aM --!1 Ile -.-1•, � HOOK BARS O r O.C. as ••r, w1- d" we -1 � HOOK EVERY O7 ~ OTHER BAR) a u r, e- -•" 11,-.•" s _ a. w1 9110 ...•r/ M -rrt a - � a. r.1 s11 •-i., 911...., a i ,• • 1 as r/ we X1.7 •... s -•lora .. fa rn 111. La -wo loss •-lmct Kw AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �L.• CURB OPENING CATCH BASIN `T" P"'" „�TMS•�• 25 WITH MANHOLE IN STREET :fir j,• 300-2 .307-2 •IEET r OF 2 USE WITH STANDARD SPECGICATDNG POR PUBLIC Walla CONSTRUC M 5-/4 FOR TOP ONLY P Wim %k MOVE M.H. MBD PLACE IN PARKWAY, PER PLAN RFPLACE MANHOLE WI8n T le PZ"C AND 6Mh I #4 R.C,eAR w G" OAN GFVrER ZW o 77/,I7 -AREA Pec n,aro Iyer AC PAVEMENT OR CONCRETE BACKFILL (HBARS O r O.C. OMITOOK HOOK EVERY OTHER BAR) BAR TVP. O r O.C. TYP. © O r O.C. TVP. Di O r o.c. TVP. @ O r O.C. TVP. [Hoar BARS 07 O.C. MMMT HOOK EVERY OTHER BAR) 016 \'O I OQROFESSjOy �Q� Pip L. ep '9l CAL -TRANS STANDARD D80 (MODIFIED cc EXP. 12,CO2457373 . REINFORCED CON R BOX SECTION q� /VIM P. N.T.S. �CALI CORv T) RAWIN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTES= I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY: USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 MWAI') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WAAILLLS INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BEG. SHAPED BY PLASTERIN 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH. FLOOR OF MANHOLE CHAMBER ' SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF Is 1ND 2 MINIMUM A 43 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. S. DIMENSIONS= W a 2 m (7•) B 1 500 8181 (20.1 Y - 600 mm (241 V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET 1 3.5 m (4.51. VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H - NOTED ON THE PROJECT PLANS. A a THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORRRNN�ER OF THE BASIN. THE PIPE MAY K CUT AND TRIMMED AT A - THE CATCHS8AS1 WALL. AND 773 Iw1�80 1RADIUS)Of ROUNDING OFT§TRUCTMURE 106WIT IN ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A* IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 300 mm 112.1. STEPS SHALL BE SPACED 300 wwe(121 APART. THE TOP STEP SHALL BE 175 nww(7.) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 wW2-1/21. ALL OTHER STEPS SHALL PROJECT 130 ars (S'). 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 1(7•) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN., 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 630 610 811 (24•) MANHOLE FRAME AND COVER 633 STEEL STEP 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORNIA CHAPTER �L.• • .••-ir' 1'. �•... '' •� �4 u•. STANDARD PLAN :fir j,• 300-2 'W11 "'a SHEET t OF 2 USE WITH STANDMO SPECIFICATIONS FOR PUBLIC WORKS t o11STTB1C710N e : !• , •:. .;. © :._ HOOK BARS O r O.C. or _ ._ ._MINT HOOK EVERY O7 ~ OTHER BAR) • S� • iW 8- MAX (Tr) 6 6' 1.3r 1 6- (HBARS O r O.C. OMITOOK HOOK EVERY OTHER BAR) BAR TVP. O r O.C. TYP. © O r O.C. TVP. Di O r o.c. TVP. @ O r O.C. TVP. [Hoar BARS 07 O.C. MMMT HOOK EVERY OTHER BAR) 016 \'O I OQROFESSjOy �Q� Pip L. ep '9l CAL -TRANS STANDARD D80 (MODIFIED cc EXP. 12,CO2457373 . REINFORCED CON R BOX SECTION q� /VIM P. N.T.S. �CALI CORv T) RAWIN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTES= I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY: USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 MWAI') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WAAILLLS INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BEG. SHAPED BY PLASTERIN 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH. FLOOR OF MANHOLE CHAMBER ' SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF Is 1ND 2 MINIMUM A 43 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. S. DIMENSIONS= W a 2 m (7•) B 1 500 8181 (20.1 Y - 600 mm (241 V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET 1 3.5 m (4.51. VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H - NOTED ON THE PROJECT PLANS. A a THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORRRNN�ER OF THE BASIN. THE PIPE MAY K CUT AND TRIMMED AT A - THE CATCHS8AS1 WALL. AND 773 Iw1�80 1RADIUS)Of ROUNDING OFT§TRUCTMURE 106WIT IN ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A* IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 300 mm 112.1. STEPS SHALL BE SPACED 300 wwe(121 APART. THE TOP STEP SHALL BE 175 nww(7.) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 wW2-1/21. ALL OTHER STEPS SHALL PROJECT 130 ars (S'). 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 1(7•) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN., 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 630 610 811 (24•) MANHOLE FRAME AND COVER 633 STEEL STEP 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORNIA CHAPTER STANDARD PLAN qn'"�"'� SHlMT2OF22 Z5 CURB OPENING CATCH BASIN WITH MANHOLE IN STREET ISM • 300 =040I29 EACH WAY PLAN F"%i YT` 1°�ri J44ZO : CtI LINE •-STEPSI 1 tIL OPTIONAL SUBNtAt1E COROn PIPE CATCN OOHSI[ _IASIN F S ION �1a SECTION A -A (100D IOM MI DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER yT MOMW PLM 300 - 2 ar+EEr 2 of z �� Hn Tna 3 CURWOPENING CATCH BASIN STANDARD PLAN 300-2 'W11 "'a SHEET t OF 2 USE WITH STANDMO SPECIFICATIONS FOR PUBLIC WORKS t o11STTB1C710N C • 450 m I • Irl ` 2 OELDw OPENINS• - \\ 1511 • 450 rr15 l Y • 430 . \\ _ (04 0 IBh 104 0 IN) C BARS SECTION A -A �o PLAN CORNER CONNECTION 7j1 wHr (3'1 R "---15M • 450 ww C BARS • Iih 14 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAI IF IA CHAPTER „� 8 MONOLITHIC CATCH BASIN WMWWM `AN -• CONNECTION 308-1 wcv.,w (IBE METH STAIDAIID SPBCMICAMONS FOR PUBLIC WORK- CDNST11tI0TIDN SHEET, OF 2 NO3IS: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAYE CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 WA41') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3: FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B - 970 www(3•-2•) V a THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET ■ 1.35 1(4.5.1. VU ■ THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 w14121. VI= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H a NOTED ON THE PROJECT PLANS. W 1 NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE 13 SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 60 ww43•) PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 73 811(39 RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A* 13 LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 811(126) APART. THE TOP STEP SHALL BE 175 www(7) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 KWA2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 811(5•). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 1(T) ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER yT MOMW PLM 300 - 2 ar+EEr 2 of z 3 CURB OPENING CATCH BASIN ROFES.S/ ""Tl ohm o 4Q t % + " BY: � n ineedn - Surveying- Planning - Landscape ArchitectuMSM N REF 3 No. 13( ? 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-919-7800 BY' * Exp. (2/3/31/06 PREPARED UNDER THE SUPERVISION OF: MSM -REF Jot CIVIC qlF CAL�� v C� 413 %0 G a® BY HAROLD G LONP.E. R.C.E. 31681 DAIL . RLB 0 0 CITY OF FONTANA, CALIFORNIA o a: STORM DRAIN IMPROVEMENT PLAN /1 APWA, CAL -TRANS & AS SHOWN OTHER •'DETAILS AME: o T446 16482 10-10-05 W c III -3784 7