The URL can be used to link to this page

Home My WebLink About3740-4E _ f1ECTANOUTAR MAGI COWL AT 400 MM INLET INLET TOP Of nmi 8 °�� 24 TYPE 2 TYPE 1 IV, " �(T i5 OR CROK SEE NOTE a ftm E 600 mm J L , E f or (24') Al SECTION A 1 C" R y �!: - T- -- ----I- 9 INLET TYPE 2 EE 250 I � 168mm !2 I I 37 MIN I I I SECTION 6 DETAIL OF ANCHOR j INLET TYPE 1 I CUM FACE I 1 mm - .- I MOM� CUMFACE -- FL ---- ----1 FL _- POINT M POINT N POINT P POINT Q A PLAN NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOF RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W, LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WTH A 25 mm HEAD (5/8" x 5-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS 8 + 125 mm (5") AT POINT N AND P., 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE - 2.00L 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTF.O FOR ASTM 615M STEEL. TION - CALiORNIA 3000 exw (1C') s 300D mm TC GRADE LINE METRIC PRESSURE TYPE I 211-1 SHOWN ON FIE X► of CUM IOW FACE 10► OF CM UOE WIT(: STpMWW 0 tC4NC MNG POR R=MJC WORKS 0ONGTW"T10N I SHEET 1 OF 2 f N° SHEET 1 OF 2 POINT P POINT Q PANT M POINT N PROFILE �� f CALVAN= STEEL ANGLE -- SIMEWALK F"SH mm d SAR FCR S - 750 ern (30' NO LM USE 2 "' 1 AMLKIft O'1HOmW WE 3 ANCHORS. I SCORING LINE (4-/ *Anel x 12 SEE Nott: • to I FOR S - 12M WA (41') AIO = I -alt �C 1 • 75 ere Y) I2EXTRA 1 OF) I I I in UK= (� `) S (2-1/l'x2�x�/1.)20 $TV's OAlVA112F0;EEL ANME. ♦, fn 0 / - 100 ern (41 UK 11x7%12.7 OnTMp SECTION A - A AME AND COVER (3-1/2"xrxl/n GALWM M Sll<Fl. maL 1 JIM (541 128 b-Ilns t m" d INMIS ARE raN (p). 420 4 rp . ; M xm OC a SECTION E-8 8~ AMERICAN PUII X WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER II CATCH I II � wmI 1'1 RING SEAT --\ PARKWAY DRAIN AND LATERAL SLOPE OF I:12 MINIMUM AND 1= 3 MAXIMUM. EXCEP- WHERE THE GUTTER GRADE C. REINFORCEMENT SHALL CONFORM TO ASTM A 6151111. GRADE 300(ASTM A 8 151-1 ,. Itev. SHEET 1 OF 2 UM w(TM S'TAMaAIW MBON4GITIOIN POR RRSUC WOM OONSTWXTION NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOF RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W, LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WTH A 25 mm HEAD (5/8" x 5-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS 8 + 125 mm (5") AT POINT N AND P., 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE - 2.00L 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTF.O FOR ASTM 615M STEEL. TION - CALiORNIA sTmvA1t0 PLAN METRIC 151 - 1 . sNEET 2 OF 2 PARKWAY DRAIN SYMMETRICAL A80UT 4 � w sGl a44Sk41,y. 44, 024 1 II�S mq�(I )) N.C. x . SGIEW W140)" CAP Ef 0 r JL p A% INww p N..C. ;3 mA (...) MiIiET(KE MOTE •11MN.) Q n t '1 • V d . oz 1022 m (31-41/40) p• . pp ' SECTION .a �Qllw Tll[II 7ERI MANHOLE FRAME AND COVER s o : 'YP"I1MOR' fla No 0) ILL AND TAP LUPINE TALL AND TAP mc, ITM'�'i0iAM'•' PRESSURE PLATE DETAIL OF FRAME tG ew1 (5/11111 NQLEs (TVP.) (SEE NOTTEE 4 BRILL04 AP FOR A ( I1 13 tMtl �. QW MOTE 4) • 10 1 STM .� (IQ NIOTIRPM'AIID 6) s0• Tr• \ >N ... r) CIA.T I3 m /e') DIA. Tc s) IIsT"iTO//T N.C. DETAIL OF BOLT HOLE 6•m0/4'10041; SPACING IN FRAME EYEBOLT DETAIL (2 REQUIRED) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Tm MANHOLE FRAME AND COVER nox "An STm „„ °"EB"° METRIC PRESSURE TYPE I 211-1 1 IOW FACE Iwv '"" UOE WIT(: STpMWW 0 tC4NC MNG POR R=MJC WORKS 0ONGTW"T10N I SHEET 1 OF 2 NOTES: I. EXCEPT AS OTHERWISE INDICATED. THE MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 632. 762 mm (30') MANHOLE FRAME AND COVER. 2. THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M (A 36), AND SHALL BE GALVANIZED AFTER FABRICATION. BUT BEFORE INSTALLATION OF SCREWS AND BOLTS. 3. CAP SCREWS AND EYEBOLTS. INCLUDING WASHERS AND NUTS ATTACHED THERETO. SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS STEEL. 4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED. 5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER FABRICATION. 6. GASKET MATERIAL SHALL BE 2 mm (1/16•) THICK NEOPRENE RUBBER. PRESSURE PLATE GASKET SHALL BE 794 mm (2'-7 1/4") O.D. 7. ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF 34 Nm (25 FOOT-POUNDS). 8. FRAME SHALL BE SET ON 13 mm (1/21 THICK MINIMUM WET MORTAR BASE. CLASS "B" MORTAR. 9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL BE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBSITE AND MARKED IN SETS. 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 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERA CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE FRAME AND COVER PRESSURE TYPE 22�F1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 I iZrccoRo 'DQ,Av�l 1►1E1 " tSM 0 300 erMMMY'! ASS PLATE EACH WAY �,� S RI11(!/4')R 01 LCI, T,T •1 i I � � �_. 1 , � I SWIFACE� 1(491111 PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER USE WITH STANDARD SPECIFICATIONS FOR PUdRK; UC WOCONSTRUCTION MtOMULGAM BY TW CURB�OPENING CATCH BASIN SLOPE IOW FACE LIME f N° SHEET 1 OF 2 3 )mm PLATE tBORC �� f NOTES 4 5 OF COCCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mn(I') •DEEP SAWCUt CONTINUOUSLY AROUND I SCORING LINE I s CURS LINE R _ �=1 n s • • I2EXTRA 1 OF) I I I I $TV's BUT NOT SMALLE3 THAN 15M(95) BARS. ♦, IF AME AND COVER HAVE BEEN CUT 'OR SHAFT OPENING 1 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE 100 ere 011111N. STREET GRADE CONCRETE RINGS (SHAFT NOT SMOVIN PER STD.PLAN 324 f 13,ro (M,A II CATCH I II � wmI 1'1 RING SEAT --\ AND LATERAL SLOPE OF I:12 MINIMUM AND 1= 3 MAXIMUM. EXCEP- WHERE THE GUTTER GRADE C. REINFORCEMENT SHALL CONFORM TO ASTM A 6151111. GRADE 300(ASTM A 8 (I ,. 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2•) CLEAR OF CONCRETE SURFACES UNLESS OTHEPWISE SHOWN. 4. DIMENSIONS: i B a 970 r1wN(3' -2•) 4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF SHOWN. STEPS SHALL BE UNIFORML'' SPACED 350 mm (14') TO 375 mm (15") OC. THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). OPTIONAL SUOGRADE CTORTMOPE 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 REOUIREMENTS Pf' 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. CA Nr to" I UNLESS OTHERWISE SHOWN. SECTION A -A 6. MANHOLE SHAFT SHALL CONFORM 1.) STANDARD P -AN 324 UNLESS 10298 0 exe (4•)R OTHERWISE SHOWN. 1001041 W NOTED ON THE PROJECT PLANS. 7. WHERE A MANHOLE SHAFT - 900 mn (36•) WITHOUT REDUCER IS SPECIFIED A THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONI?ECTOR PIPE REFER TO STANDARD PLAN 326. AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS to v - DOWEL (TYP.) I I PLAN SPECIFIED REFER TO STANDARD PLAN 328. WHERE THE CONNECTOR PIPSMALL MS SHOWN AT A CORNER, THE CESNTERLINE OFOTHE PIPE SMALL DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER USE WITH STANDARD SPECIFICATIONS FOR PUdRK; UC WOCONSTRUCTION MtOMULGAM BY TW CURB�OPENING CATCH BASIN STANDARD -�� 300-2 f N° SHEET 1 OF 2 USE IAIITH STANDARD SPtCWICA►TIONO FOR PUBLIC WORKS COSSTRUCTM I = B 0R Ct - SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF (95 OSHAFT 4') OC OR EOUIYALENSHALL ISE NOT tER THAN ISM 0 100 mill A 4 SECTION A -,A MANHOLE FRAME AND COVER PER STD. PLAN 630 MANHOLE SHAFT PER i STD. PLAN 324 125 mm x 50 mm (5'x 21 PIPE SEAT ___\ 900 mn I - (3'-0' �• OMIT FILLET UNDER SHAFT I �• I 175 mm 70 I STEPS SECTION B - B OMIT FILL UNDER SHAFT 175_ mm (7') �I I STEPS • EET GRA E SECTION C - C 17 SE= NOTE 1 W J 31 TABLE OF VALUES FOR M (SEE NOTE 11 SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. 8 - P - 067 m W-101/21 - 1060 ■re (3'-6 C - C 202 nrw(II') 217 ere (s I/2') 410 e+xdl6') 300 eMl (Ise) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TwwTHE MANHOLE - CONCRETE BOX ST'' METRICftC ,m STORM DRAIN 323-1 Rtv Im SHEET 1 OF 2 NOTES: 300 = `2 SHEET 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUdRK; UC WOCONSTRUCTION Prepared Under The Sup-rvision Of : LOREN PHILLIPS do ASSOCIATES 22632 GOLDEN SPRINGS DRIVE SUITE 350 DIAMOND BAR, CA 91765 (909) 39F-9636 Date : B•�o•os" JOHN H. COLLISTER R.C.E. 12764 STORM DRAIN PIAN -�� DRAWN BY S.S. 5M O 100 mm (05 O 41) OC x 1.3 m _- ' ♦ (5'-„') LONG 01 tBORC NOTES 4 5 OF COCCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mn(I') •DEEP SAWCUt CONTINUOUSLY AROUND CHECKED BY H.K. A DATE- - THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH _ 5 BARS 2.1 m (7'-0*) LONG. 100 mm (4') OC. OF SIZE SHOWN FOR TRANSVERSE STEEL. BUT NOT SMALLE3 THAN 15M(95) BARS. ♦, WARP THESE BARS UNDER BARS THAT A HAVE BEEN CUT 'OR SHAFT OPENING PLAN 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE STREET GRADE CONCRETE RINGS (SHAFT NOT SMOVIN PER STD.PLAN 324 f 125 mm x 25 mm (50x m 17'-0.1 1 1'1 RING SEAT --\ SECTION A -,A MANHOLE FRAME AND COVER PER STD. PLAN 630 MANHOLE SHAFT PER i STD. PLAN 324 125 mm x 50 mm (5'x 21 PIPE SEAT ___\ 900 mn I - (3'-0' �• OMIT FILLET UNDER SHAFT I �• I 175 mm 70 I STEPS SECTION B - B OMIT FILL UNDER SHAFT 175_ mm (7') �I I STEPS • EET GRA E SECTION C - C 17 SE= NOTE 1 W J 31 TABLE OF VALUES FOR M (SEE NOTE 11 SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. 8 - P - 067 m W-101/21 - 1060 ■re (3'-6 C - C 202 nrw(II') 217 ere (s I/2') 410 e+xdl6') 300 eMl (Ise) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TwwTHE MANHOLE - CONCRETE BOX ST'' METRICftC ,m STORM DRAIN 323-1 Rtv Im SHEET 1 OF 2 NOTES: 300 = `2 SHEET 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUdRK; UC WOCONSTRUCTION Prepared Under The Sup-rvision Of : LOREN PHILLIPS do ASSOCIATES 22632 GOLDEN SPRINGS DRIVE SUITE 350 DIAMOND BAR, CA 91765 (909) 39F-9636 Date : B•�o•os" JOHN H. COLLISTER R.C.E. 12764 STORM DRAIN PIAN 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED DRAWN BY S.S. SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE SCALE: 1"- 1' DATE: JUNE 200 POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS fHE SIDEWALK NOTES 4 5 OF COCCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mn(I') •DEEP SAWCUt CONTINUOUSLY AROUND CHECKED BY H.K. A DATE- - THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH I. WHEN DEPTH M FROM STREET GRADE TO THE TOF OF THE BOX IS LESS OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. THAN 867 mm (21-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR COLOR. FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING. APPLY AT CENTER SHAPED BY PLASTERING. LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF I:12 MINIMUM AND 1= 3 MAXIMUM. EXCEP- WHERE THE GUTTER GRADE C. REINFORCEMENT SHALL CONFORM TO ASTM A 6151111. GRADE 300(ASTM A 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. 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2•) CLEAR OF CONCRETE SURFACES UNLESS OTHEPWISE SHOWN. 4. DIMENSIONS: i B a 970 r1wN(3' -2•) 4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF SHOWN. STEPS SHALL BE UNIFORML'' SPACED 350 mm (14') TO 375 mm (15") OC. THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). THE LOWEST STEP SHALL NOT BE PORE THAN 600 mm (240) ABOVE THE INVERT. 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 REOUIREMENTS 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 me(12'). UNLESS OTHERWISE SHOWN. V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. 6. MANHOLE SHAFT SHALL CONFORM 1.) STANDARD P -AN 324 UNLESS H NOTED ON THE PROJECT PLANS. OTHERWISE SHOWN. W NOTED ON THE PROJECT PLANS. 7. WHERE A MANHOLE SHAFT - 900 mn (36•) WITHOUT REDUCER IS SPECIFIED A THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONI?ECTOR PIPE REFER TO STANDARD PLAN 326. AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECT- SPECIFIED REFER TO STANDARD PLAN 328. WHERE THE CONNECTOR PIPSMALL MS SHOWN AT A CORNER, THE CESNTERLINE OFOTHE PIPE SMALL 9 WHERE A PRESSURE MANHOLE SHAFT - 914 mm (366) WITHOUT REDUCER INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A IS SPECIFIED REFER TO STANDARD PLAN 329. SKEW NECESSARY TO INSURE MINIMUM 80 >>DIUS PIPE EMBROUNDING OF .ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mn(3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. I0. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT . „ ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE 'A• EXACT EQUAL VALUES. IF METRIC VALUES ARE USED ALL VALUES USED FOR USED. USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT BAR SIZES IN ENGLISH IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRICTION IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- SHALL BE ENGLISH UNITS. TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THE FOLLOWING STANDARD PLANS ARE 1NCORPORt.TED HEREIN: THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER BE SPACED 300 wwAI20) APART. THE TOP STEP SHALL BE 175 me(7•) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 me(2-I/2•). ALL OTHER STEPS SHALL PROJECT 130 1111>I(5•). 326 MANHOLE SHAFT - 900 mm (36) WITHOUT REDUCER ' 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 BACKWALL. mm 1364) WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 633 914 mm (36') MANHOLE FRAME AND COVER ' "�` 635 STEEL STEP QRQEESs� 309 CATCH BASIN REINFORCEMENT636 • POLYPROPYLENE PLASTIC ECE�Fs 3 0 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR STEP �4.�N` 312 CATCH BASIN MANHOLE FRAME AND COVER G" 635 STEEL STEP 636 POLYPROPYLENE PLASTIC $TEP ,}i Iii1.:34587 - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLANMETRIC 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNsTS ARE NOT EXACT EOUAL` t' ° VALUES. =. MANHOLE -CONCRETE BOX STORM DRAIN 323- 1 cy- s� IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE-- .= .-• SIZES IrETRA1CU8ARESIAE8 SHEET 2OF2 FOR IFEENISH UNIT8SARE ALLLVAHl.UE8TUSED FOR CONSTRUCTIOIi = -DRAW�N0rs' FCACI`F�� SHALL BE ENGLISH UNITS. • r.' 4�i�1-.oFTHE1MPRoVf,MEtJT.5gNOM►a I4OZE,04 HAv£BE A C.oMPL£TcD Aa>,t [ IAL Cont f ORMA�IGE W CT►� T�} ESE PLA I15. t.b�Z69 FMILlaP5� A--IACT�3 -^`I BENCH MARK: X529 E. C-ILADS�it�NE 3TRf-I' U(J IT "�(' BASIS OF BEARING: •� . '•-F � .. - . �_� � - � 1 THE BEARINGS OF N 00"93'19* W AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 300 = `2 SHEET 2 OF 2 CURB OPENING CATCH BASIN ` ':" 6L -SRA, CA• 9t"1 CHRIS.0 AT S.W. COR, OR CATCH FOR THE CENTERLINE ON POPLAR ?40461 c") e49 BASIN AT N.E. COR. SAN BERNARDINO AVENUE AS SHOWN ON TRACT NO. _7r �� o AVE. AND POPLAR AVE. 15283 M.B. 253/5-7 INCLUSIVE IS 60 W14.6" 94JE f4o. S4M 61AOR_W_II THE BASIS FOR ALL BEARINGS ON ELEVATION: 1123.13 THE MAP. DATE: I ENGR. I CITY DATE: Cm OF Ff%LrrANA� CtAIFtw%ouIA a SHOULD CONSTRU'TION OF THE REQUIRED IMPROVEMENTS NOT COMIr�ENCE 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 STANDARDS IN EFFECT. ",Iolw K coLLISttIR' "M-127" x".3-31-07 CIVIL or �� Prepared Under The Sup-rvision Of : LOREN PHILLIPS do ASSOCIATES 22632 GOLDEN SPRINGS DRIVE SUITE 350 DIAMOND BAR, CA 91765 (909) 39F-9636 Date : B•�o•os" JOHN H. COLLISTER R.C.E. 12764 STORM DRAIN PIAN DRAWN BY S.S. ASHTON STREET TRA17 NO. 15263 SCALE: 1"- 1' DATE: JUNE 200 DESIGNED BY DWG NO.: 3740 4 5 ,nro CHECKED BY H.K. A DATE- - CITY EN%W R , a