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HomeMy WebLinkAbout3784-6low � R siA•NM 2" Mix CmNI.. INN i Maly 1"•34- Pw" Type MOON" From • Cww AMISISBw ray OA -63A or Ire" +1 612 O.C. __.jr Typit41 Moore M 44 49 stemn 4s) ii ve r See Ntis A' -t' L."1 6Nmm" mine p6how) $ t•6( pools C" O.C. Bw- Alloelfre -L -i SECTION Y -Y 3.-4 As 9hemS 4 els" 0,C. •Tnftd "S" Dimwwi Rx iso: 1" s 34f 111 -was X -X It "A" Egwle i 1 S' r T' "3w E S- _5 B=1 T S$Wdwd Cw9 B 6•INw w jK14 4O wryL� sC1�1A fl iWN► „6"-8 /t CF 8•-9w 8"-91ir. •Mt 4C. CR M►3>r'Cr A' -S" IKwh C fee N6W C i IYCr As S116M ftOo OWwt4 w DiMM4 VISr(S•� 6w-pw SECTION X -X, 6 TO go M CUM FACE TNAWT*N v PIOT[Sj Ns seem L Fmw •t SMrshn4 001 N Oven A Steel Trwol riffiSA. IL ComwoN Skill M Cm66 "A" (6 SSS9s Pblled Cowell, tir . CI1fIm VNIIII ). & TN Of S1rtiS/tir6 SI N1 SM" TiIwIrS C1b At 1/114 Per FiN (M elOp" p--pondIVAU T• Ctirf•). 15 PIAN 9 - -11 TO 1 A FOR ELEVATIONSy SEE PROFILE ELEVATION SECTION A -A NOTES: 1. ALL CONCRETE SHALL BE CLASS B CONCRETE. 2 ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". 3 DESIGN FEATURES SHALL CONTROL THE INSTALLATION OF THIS HEADWALL. (MODIFIED) R�-- �... �w 8 (SEE MODIFIED DETAILS ON RIGHT) CITY of FONTANA, CALIFORNIAOrem cmaw � _ STD. -I �Y am mwn DISCHARGE STUC.'TIJAE A. MII�Ao�si DETAIL,' GRAVITY HEADWALL 201 R "' N. Deft MAY 124 i COUNTY ENSINCER SS■ lB6[S TO BE Noumea TO TS ww UM R iA -R = 1 0 OF SPUN ! r.-490 ww 161 L MM. ALL Sly. Kw. ISN • IM on (M • 41 OC STRUT MAGE iM1610L.E FRAIE OON , TE Nil= AM ra 'a PM PER STD. PLAN 124 ST0. PLAN 630 OMIT THIS STEP IIAI910�t IN PANS STRUTS - SNA" SSS ■w 19./-- 5 PER STO. 400 ww fN1 f011 ■ PLAN 324 PAM STREETS. See M (3'-01 660 ww tr-l•1 STMz" PSR IMI- PA"M STRUTS In w• . 50 ww 16/tr1 PIPE SEAT Rom OF maim Rom 1100113 n. INLET ELEVATION APPLES AT THIS POINT SECTION A -A STATION LINE 900 ww (31-01 no ow (M1 460 ww 091 ww S72� KET ABE SII:NSEAT SECTION C -C AMlItlCA 1 PUBLIC VA)r cS ASSOCIATION - SOUT1lIMI CAN.IORMMA CHAPTM STANMMO FLAN 3mum 21-1 >ti1�T:�3 LE PIPE TO PIPE ONE OR BOTH �I nwueww..�nw.wl..we IRM will) N;5 4411l•'�USE C4~89* As Fe" �i 11 I~ Ot Cn9 ftw _rte r ••� siA•NM 2" Mix CmNI.. INN i Maly 1"•34- Pw" Type MOON" From • Cww AMISISBw ray OA -63A or Ire" +1 612 O.C. __.jr Typit41 Moore M 44 49 stemn 4s) ii ve r See Ntis A' -t' L."1 6Nmm" mine p6how) $ t•6( pools C" O.C. Bw- Alloelfre -L -i SECTION Y -Y 3.-4 As 9hemS 4 els" 0,C. •Tnftd "S" Dimwwi Rx iso: 1" s 34f 111 -was X -X It "A" Egwle i 1 S' r T' "3w E S- _5 B=1 T S$Wdwd Cw9 B 6•INw w jK14 4O wryL� sC1�1A fl iWN► „6"-8 /t CF 8•-9w 8"-91ir. •Mt 4C. CR M►3>r'Cr A' -S" IKwh C fee N6W C i IYCr As S116M ftOo OWwt4 w DiMM4 VISr(S•� 6w-pw SECTION X -X, 6 TO go M CUM FACE TNAWT*N v PIOT[Sj Ns seem L Fmw •t SMrshn4 001 N Oven A Steel Trwol riffiSA. IL ComwoN Skill M Cm66 "A" (6 SSS9s Pblled Cowell, tir . CI1fIm VNIIII ). & TN Of S1rtiS/tir6 SI N1 SM" TiIwIrS C1b At 1/114 Per FiN (M elOp" p--pondIVAU T• Ctirf•). 15 PIAN 9 - -11 TO 1 A FOR ELEVATIONSy SEE PROFILE ELEVATION SECTION A -A NOTES: 1. ALL CONCRETE SHALL BE CLASS B CONCRETE. 2 ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". 3 DESIGN FEATURES SHALL CONTROL THE INSTALLATION OF THIS HEADWALL. (MODIFIED) R�-- �... �w 8 (SEE MODIFIED DETAILS ON RIGHT) CITY of FONTANA, CALIFORNIAOrem cmaw � _ STD. -I �Y am mwn DISCHARGE STUC.'TIJAE A. MII�Ao�si DETAIL,' GRAVITY HEADWALL 201 R "' N. Deft MAY 124 i COUNTY ENSINCER SS■ lB6[S TO BE Noumea TO TS ww UM R iA -R = 1 0 OF SPUN ! r.-490 ww 161 L MM. ALL Sly. Kw. ISN • IM on (M • 41 OC STRUT MAGE iM1610L.E FRAIE OON , TE Nil= AM ra 'a PM PER STD. PLAN 124 ST0. PLAN 630 OMIT THIS STEP IIAI910�t IN PANS STRUTS - SNA" SSS ■w 19./-- 5 PER STO. 400 ww fN1 f011 ■ PLAN 324 PAM STREETS. See M (3'-01 660 ww tr-l•1 STMz" PSR IMI- PA"M STRUTS In w• . 50 ww 16/tr1 PIPE SEAT Rom OF maim Rom 1100113 n. INLET ELEVATION APPLES AT THIS POINT SECTION A -A STATION LINE 900 ww (31-01 no ow (M1 460 ww 091 ww S72� KET ABE SII:NSEAT SECTION C -C AMlItlCA 1 PUBLIC VA)r cS ASSOCIATION - SOUT1lIMI CAN.IORMMA CHAPTM STANMMO FLAN 3mum 21-1 >ti1�T:�3 LE PIPE TO PIPE ONE OR BOTH "A101�""" nwueww..�nw.wl..we 1�9Aap►S %Z�llrfl OR i 321-1 4411l•'�USE s11wr t aF s -L MPOR ooiwnwwxanm NOTE 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 667 Rel (2'-10 I/r) FOR PAVED STREETS OR 1060 Rtiff (3'-6•) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •IP. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF ISO Sen (66) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 now (3'-6•) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-00). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 IR (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 Sen (61 FOR VALUES OF H UP TO AND INCLUDING 2.4 IN (6'-0•) AND 250 Iffw (100) FOR VALUES OF H OVER 2.4 Iff (6'-01. S. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. G. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 Sel U 1/20) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S. BODY OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 Stir (61). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 Sel (140) TO 373 Stiff (156) OC. THE LOWEST STEP SMALL NOT BE MORE THAN 600 SMD (241) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. 10 AMINCAN V OIMIB ASSOCIATIQN • SOUTIBIRN CALFORMNA CHAPTER STANMMO FLAN 3mum 21-1 >ti1�T:�3 MANHOLE PIPE TO PIPE ONE OR BO LINE ID'S 82&m 33 .1 OR SMALLER � O BEFORE DIAL DA BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-260C A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT REV REVIM oEsixlrPl101( /\R aCAQA Deau W1 ff F73 /`M P' RIP RAP IS TO BE PLACED g" 1350.20 TOP ON EXIST. DITCH WALLS OVER RCB LVERT AROUND OUTLET TO ,PREVENT UNDERMMNING D50=6 w TOP OF ROCK 1350.05 TOP � TOP OF CONCRETE WING WALL - Z LOCATKN�1 1349.30 TOP - 1`+ 1348.00) FL N N WIER TOP TIE APRON TO HEADWALL 64x18�IN WITH /4 O 12" O.C. 1' MIN 1344.40 FG/PL' INLET 3' MAX VARIES) SECTION A -A N.T.S. SEE S.B.C.R.D. STANDARD 201 CLASS B CONCRETE HEADWALL :J-1, in 1' X 3' RCB - TIE APRON TO HEADWALL WITH #4 O 12" O.C. 8 GRAVITY HEADWALL & SPLASH APRON (MODIFIED) N.T.S. 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLES A. MAIN LINE • 523 mn (331 INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 R11n (360) TO 1050 Stiff (42.1 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 625 Stiff (331 OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 Stiff (360) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 Stiff (61 THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF ISO stiff (61. C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 ff1w (36.1 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 13. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 Stiff (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 BAR 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. THE FOLLOWING STANDARD, PLANS ARE INCORPORATED HEREIN:- 324 EREIN=324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 RM (364 WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mn (360) WITHOUT REDUCER 630 610 Iltiff (24•) MANHOLE FRAME AND COVER 633 914 Swn (360) MANHOLE FRAME AND COVER 4 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AIERIC.AN PUBLIC WWOMS ASSOCIATIIDN - SOUn111ERN CALF <MM CHAPTER QW KAN STANMETING 321-1 SHEET 3OF3 MANHOLE PIPE TO PIPEONE OR BOTH MAIN LINE ID'S 825mm 33 OR SMALLER 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. 1350.05 TOP r �A• • WING WALL � SPL""' 314-2 SHEET 1 OF 2 USE VRTH STANDARD SPEW ICAATIONS FOR PUBLIC WORKS CONSTRUCTION .,� ONE BARS I� 0 f'. 0 - ' i-'Fi 1050 on (421 190 ww (7 1/21 ^ .. 0 a E [ '�- 0 2 � 375 ww (159 IIS ww (4 1/49 •'•. ..�•� :sem •• .•.. '�: �- "�"' :.r..;+ _ 450 ww (1611 115 ww (4 1/r) Y' 525 ww (211) 140 ww (50) .. 7 � .t r•s'�' i I � a- �a •�.. .. e' '! j,, • .,ti •1 00 ow (24.) 140 ww IS 1/41 .'lam Y".t •w ..:', , -. _::.•• 1344.301 FL':`". , ;:`t'`~a. : ��� . _:.,: 'INLET SD-' '"~ ` i' -- AN .: - �• !fir ,.; •... f ' i" S- PER F , 00 ww (36. 163 . (6 wr) 1650 ww 11661 NO ww 00 1/4.1 75 ww (391 190 ww (70) SECTION B -B N.T.S. SEE S.B.C.R.D. STANDARD 209 (MODIFIED) © INSTALL TRASH RACK PER APWA STD DWG NO 361-0, ON SHEET 7 293' 3.14' 2.93' ffin r �A• • MODIFICATIONS FOR SIDE OPENING CATCH BASIN � SPL""' 314-2 SHEET 1 OF 2 USE VRTH STANDARD SPEW ICAATIONS FOR PUBLIC WORKS CONSTRUCTION C BARS ONE BARS I� 0 f'. 0 - ' i-'Fi - 11 FULL HEADNWALL & WING NOTES 1. MODIFICATIONS ARE TO BE USED AS REQUIRED BY THE PROJECT DRAWINGS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. DETAILS NOT SHOWN SHALL BE PER THE APPLICABLE CATCH BASIN STANDARD PLANS. 3. REFER TO THE PROJECT DRAWINGS FOR DETAILS OF THE UTILITY AND CULVERT. 4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE REMOVED ON A LINE NORMAL TO THE CULVERT CENTER LINE AND A PORTION OF THE CULVERT RECONSTRUCTED IF REQUIRED. SAW CUTTING SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED SURFACE AND TRANSVERSE STEEL SHALL BE RETAINED. S. PLACE STEPS IN END WALL OF CATCH BASIN UNLESS OTHERWISE SHOWN. JOIN ISTIC(U)LVERT its 1.65 RI (50-60) MAx 525 Sea ILMI MN. 414 :IWO') EMH WAY - OPEN MG STD. PW1N310 -300 Ret Or) MIN. JOIN / Ms -'*-250 Now (W) WIDE x 300 New Ilr) DEEP SEAM WITH 2-15M (04) TOP OPTIONAL ' I� NOB BOTTOM T A IOM O 300 Rw JOINT CONS ION 1 ffti� N� ISM O 250 Rtiff (K O 10•) b. 7 • t 7t W�� (2'i• ON. ISM 0 250 M(04 O IOh WITH 300 Rel Or) SEND 100x100:•19 I CONNECTOR PIPE (4x4xW13X0ALV.) LENCTN • WIDTH OF: OPENING PLUS ISO own (60). UTILITY LOCATION AND TYPE 60 Rel (31) BEARING EACH END SE_ SHOWN ON PROJECT DRAWINGS. EXISTING OR NEW 10 Rtiff (I/40) R �- 4. STEEL BEAM REINFORCEIENTEE INSIDE FACE y ' E• CBSM O 100 ws1 w4 O 41) OC t5 Rel (I/2•)/ :ISO eS1 (6•)N�O Ste (2') RANCHOR AT MIDSPAN AND 10 StiffO 600 SMff (24•) CENTERS p/4)EACH SIDE ANCHORS MAY 10 Rel (pp fftiw O 300 fftiCONCRETE PIER sE SHORTER oN BACKSIDE i/4' I4.Olr) SUPPORTS. sPACE OF REAR BEAM. SEE NOTE 7 AS NECESSARY: 10 m (3/98) IL MAX, 2.1 mtr-0•) DETAIL wA• SECTION X -X CATCH BAS I I F_ 1 C 2TI ON WITH REAR CULVERT ENTRANCE AND / OR ENTRANCE PROJECTION STREET OR LD SURFACE INSIDE WALL WALL Le i STEPS 20 Rel (3/40)6 SAFVA ETY GALVANIZED ARx 0 w 750 t IrEDOE I mum. IM son FLOOR SLOPE TO a. 1 (TLET OF ( SLAB FROM ALL !� a•) IET , UTILITY DIRECTIO 9. 3 I C OUTLET POUR L�.J L__ I SECTION I-1 AGAINST UNDISTURBED 44 � 20 Sel (3/40) DIA. � •NO I le• ) - SAY BAR* ZED20 SAFETY BAR SHALLBE OPTIONAL SUBGRADE - 20 __Rfat LLED DIA. GPER '�� HOT -ROLLED STEEL PER Elm ASTM DESIGNATION A36M SECTION (A36) CATCH BAS NSMODIFICATIONAFT R -DROP S E Y BAR O TO AVOID EXISTING UTILITY OUTLET CATCH BASIN 19 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �„�Wr,,, W., REV. tNe MODIFICATIONS FOR SIDE OPENING CATCH BASIN � SPL""' 314-2 SHEET 1 OF 2 USE VRTH STANDARD SPEW ICAATIONS FOR PUBLIC WORKS CONSTRUCTION STRUCTURAL DATA B I C BARS DOE SARs B I C BARS ONE BARS 300 ow Or) 115 ww (41) 0 f'. 0 - ' i-'Fi 1050 on (421 190 ww (7 1/21 ^ .. 0 a E [ '�- 0 2 � 375 ww (159 IIS ww (4 1/49 1125 on (451 190 ww (7 3/41 450 ww (1611 115 ww (4 1/r) 1200 ww (41M 25 no (91 525 ww (211) 140 ww (50) 1275 ww ISM 85 ww (6 1/21 00 ow (24.) 140 ww IS 1/41 1350 ow 1549 240 ww (91 75 ww (279 140 an (5 1/r1 1425 ww 137.1 240 ww (9 1/41 750 ww (309 165 ww 161 1500 ow (601 240 ww 19 1/2.1 25 ww (331 165 win 16 1/4-) 1573 on (631 260 ww 1101 00 ww (36. 163 . (6 wr) 1650 ww 11661 NO ww 00 1/4.1 75 ww (391 190 ww (70) 1725 ww (691 260 ww (10 3/41 ,Q 1600 no (7r) 2610 ww 011 FOR B GREATER THAN 1.00 no (7r) SEE PROJECT PLAN 6. WHEN REINFORCEMENT IS REQUIRED BY STANDARD PLAN 309. IT STANDMID PUN 314-2 SHEET 2 OF 2 MODIFICATIONS FOR SIDE OPENING CATCH BASIN o� SHALL BE PLACED TO THE CONFIGURATION OF THE MODIFIED BASIN. o L IF ANGLE A EXCEEDS 450 THE SLOPING PORTION OF THE INVERT AS SHOWN NOTES SHALL BE REINFORCED AS THE REAR WALL. LENGTH OF BARS SHALL TE: BE INCREASED AS NECESSARY. - C) I G NO.: _16' I. REINFORCING STEEL SHALL BE 40 mn (1-1/21 CLEAR FROM FACE OF 7. ELECTRICALLY WELDED STUDS IS Stin x 200 Still (1/20 x 60). NELSON H417 CONCRETE UNLESS OTHERWISE SHOWN. OR EQUAL MAY BE USED IN LIEU OF THE DEFORMED BAR ANCHORS. 3784 7 ,Q IF THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT NOT IN THE SAME PLANE THE ANCHORS ON THE CULVERT SIDE AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH SHALL BE OMITTED. BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH p�OFESSj BASIN SHALL BE CUT 50 mn (2•) CLEAR OF OPENING. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN] o Q�, P� L. e 9� 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE R` 300 CURB OPENING CATCH BASIN � 2 `� ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE 306 MONOLITHIC CATCH BASIN CONNECTION V C7 p� No. CO2457J ?i 9 G� z WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mn (30). 309 CATCH BASIN REINFORCEMENT w Exp. 12.91 Z m 310 CATCH BASIN FACE PLATE ASSEMBLY d *sq °1 CONNECTIONS SHALL BE CONSTRUCTED WHEN AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER CIVIL P* (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN 633 STEEL STEDF P 636 POLYPROPYLENE PLASTIC STEP CAA (B) ANGLE A FOR PIPES THROUGH 750 mn (30-) IN DIAMETER \N f IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL REL RO I R'=Wiw IMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. PUBLIC VMORK3 ASSOCIATION - SOIJTHI RN CAL.FORNMA CHAPTER AYERICJINMEM STANDMID PUN 314-2 SHEET 2 OF 2 MODIFICATIONS FOR SIDE OPENING CATCH BASIN m V AMIERlCAN PUBLIC VVORKS ASSOCIATION - SOUT M C U F miA CFIAPTER arANa� PUN 308 1 SIFT 2 OF 2 MONOLITHIC CATCH BASIN CONNECTION rM tl�tio mak. rR� R F Q INN BY - ng �� ngineering - Surveying - Planning - Landscape Architect CDMSM oc No12 Exp. 138106 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-919-7800 BY. * F * PREPARED UNDER THE SUPERVISION OF: MSM CIV1� N a l 1710 ,S 9 F CA1.�E RLB CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN APWA STANDARD AND MODIFI D DETAILS T 16482 0 .2 q _d a� c o� o L ALE: AS SHOWN 0 o TE: 10-10-05 - C) I G NO.: _16' 6 N 3784 7 ,Q