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Home My WebLink About3084-10'15M O 300 W.W940129 FACE PLATE EACH WAY ASSEMBLY 75 mm(I/4•)R STREET. GUTTER, DOWEL (TYP.) PLAN oR LocAL oEPREs- SION SURFACE CURB •OPENING CATCH BASIN 100 mm (4•)R v 75 mm 3OO - FLOW LINE SHEET 1 OF 2 _ PLATE N N 1 t 48" tr 1 (TYP 100 mm I.ORINB I c Y300 mm (12111MAX. ILINE CURB LINE -OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC 2 EXTRA 15W*41 I ( STEPS CONNECTION ON 2 I I 200 mmt8•) IOW*4) I I t DOWEL DETA F.L AND COVER BASIN EE ACAMr,MHOAME E I I Ia. a s AND COVER o ;- W ,fie► W Y p►- L z o. py do sTEPs v I I o� A � E_1 c=10 I JII _ DOWEL (TYP.) PLAN AMERICAN PUBLIC WORKS ASSOCIATION . SOUTHERN CALIFORNIA CHAPTER oR LocAL oEPREs- SION SURFACE CURB •OPENING CATCH BASIN SLOPE v 75 mm 3OO - (3•)R SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION N N Z.J 30 t 48" tr 1 100 mm (41 MIN. WO(3 Y300 mm (12111MAX. 75 mm (31)R -OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC CATCH BASIN B CONNECTION SECTION A -A I 200 mmt8•) IOW*4) 90• rn � DOWEL DETA F.L AMERICAN PUBLIC WORKS ASSOCIATION . SOUTHERN CALIFORNIA CHAPTER THE ""`°A�De1D PUBLIC WORKS STANDARDS x\ CURB •OPENING CATCH BASIN STANM WDCPLAN aREENeoacoOrMrrrEE 19N - 3OO - REV. IM SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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 mm(I•) 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 I: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 mm(3'-2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1.35 m(4.59. 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 mm(121. -V I - 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. W = 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 IS 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 80 mt1l(3") PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(3') 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' 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 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 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7") BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2.1. ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(T) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. 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 STANDARD PLAN 300 - 2 CURB OPENING CATCH BASIN 240 71 SHEET 2 OF 2 E HINGE COVER AT EINLET INLET RECTANGULAR � TOP of FRAME (24") m ;J TYPE 2 TYPE 1 1s�uN PIPE o PER OR GRADING SEE NOTE 8 PLAN E E 600 mm AI SECTION _ I _ I R W INLET TYPE 2 jS E NOTE 8 250 m 16 BAR 10") i I I voi io a? m (5/8*)JO i F 1 i (3-) MIN FS i - SECTION sa m B I 6 INLET TYPE 1 DETAIL OF ANCHOR I I CURB FACE J.I 35 mm CURB FACE - - ANCHOR 1 - - FL - - - - - - - - - POINT M POINT N POINT P POINT 0 A PLAN, 3000 mm (101 S 3000 mm (10) TC GRADE LINE AS S Ct1RB SHOWN ON PROFILE TOP of CURB tlOP 101F- ------- -- ------------� --- FL POINT P POINT Q POINT M POINT N PROFILE GALVANIZED STEMSIDEWALK ANGLE FINISH S, mmJ BAR SPACING& mm 300 (121 240 71 450 (181 24001 600 4 140 (71 750 (301 900 (361 240 (71 240 (71 1050 42 210 6" t 48" 180 5 1 !1500 650 WO(3 1 FOR S - 750 mm (301 AND LESS, USE 2 1 m ANCHORS. OIFERNISE, USE 3 ANCHORS. 149 GAnER x 12 fSEE NOTE 8 Of FOR S - 1200 mm (48') AND LESS B-75 mm i3'� USE 64x5lx9.5 (2-1/2x2 x3/81 200(8) 650 mm GALVANIZED STEEL ANGLE. OMMSE, B = 100 mm (41. USE 69x7602.7 MATCH � ° SECTION A - A (3-112%Y012-) GALVANIZED STEEL ANGLE. J BARS ARE 1111.0111 (;(3). R` E S 15o mm jj OM O 420 mm /3 O 12-) MAX OC m J BARS• E • NOTE: REMOVE 1/2" LIP WHEN t " S USED AS INLET SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROYNILGATED BY THE PUBLIC WORKS STANDARDS INC. PARKWAY DRAIN STANDARD PLAN MEQ GREENBOOK COMMITTEE ,> 151-1 REV. 1M SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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 TOE 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. WITN A 25 mm HEAD (5/8" x 6-3/8% 1" HEAD) ATTACHED BY.A FULLY PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT' POINT M AND Q. CURB FACE IS B + L 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.OX 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 8E SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN ALIFORNIA CHAPTER STANDARD PUN METRIIC 151-1 SHEET 2 OF 2 PARKWAY DRAIN- ." N K WD L N- A ,- A W� . �,_� CURB OPENING (r_ E. NOTE: B a CAT BASIN (S) _ r I B _ _ _ _ _ =-1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. CURPOINT A 480 no CURBI 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. wn INT B POINT C POINT D a THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB ` YGUTTER t PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT -REMODELING IS INDICATED, THE ELEVATION OF THE POINT E OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. POINT FLl-A B POINT G i 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE IPAVEMENT REMODELING IS INDICATED: PLAN g m THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE I` •� DIRECTION OF FLOW 2m -DIRECTION OF FLOW - O j ELEVATIONS AT POINTS °A AND - D, RESPECTIVELY. $ N K --D L N �lZ," THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE - _ - 1L ELEVATIONS AT POINTS B AND C. RESPECTIVELY. -- -_-_ ) THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST _ - GUTTER FLOW LINE. I POINT D . INT A POINT B _ POINT C FLOW LINE F WHERE THERE IS NO .GUTTER ADJACENT_ TO THE LOCAL DEPRESSION, THE ELEVATION OF POMT� _FLOW LINE PROFILE E SHALL BE SET H9 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. AS A 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. LA a� N L WD L N HI - NOTED ON THE PROJECT PLANS. ...m W H2 - NOTED ON .THE PROJECT PLANS. E wc CURB OPENING - - - - - - 'I Hx - NOTED ON THE PROJECT PLANS. a a CATCHBASIN (S):: -. _ _ _ g W o' `I I I G- 600 mm (2 Feet) m; z co ( I C K - 1.5 m (5 Feet) L - 1.8 m (6` Feet) CURB POINT A CURB ) M - 1.2 m (4 Feet) POINT C N - 1.5 m (5 Feet) NT B D GUTTER] WD - CATCH BASIN W FOR ONE. CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. POINTE THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). POINT F D' a^' CINT G 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL DIRECTrotl FLOW - l.LAN -DIRECTION OF FLOW 2 to VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC N--- L WL _ VALUES, EXCEPT REINFORCING BAR SIZES IN - ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC $ v - - -D - Nr BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. 71 POINT D POINT A POINT g POINT C FLOW LINE PROFILE FLOW LINE CASE B 25 m (1'7 150 mm (6") 25 mm (1•) 150 mm (6•) 25 mm (1•) M M M,G,OR VAR. 450 mm VAR. 50 mm 1 VAR. J -L_ (2� CURB . i �-VA::� RIDGFACE + H - a r Vgg ��ALLFY- Z RECORD l.- IDRAWW ► �� O ,. ♦.4 I a. z p THESE RECORD DRAWINGS HAVE BEEN I+FCa� 1 g SECTION A -A SECTION B-6 SECTION C -C - - „ PARI, ON THE BASIS OF INFORMATION CCWt",. rr d FURN'SHED BY OTHERS. THE ENGINEER WiLC t AMERICAN .PUBLIC' WORKS ASSOCIATION— - SOUTHERN CALIFARNIA CHAPTER -STANDARD PLAN RESPONSIBLE FOR ANY ERRORS OR CXIMSSIOr :. ? °�! tICH MAW, No. 615 OF AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER METRIC . BEI HAVE BEEN INCORPORATED INTO Ti•IE DOGUMIeN1 S A' I PRO"L�1EDBYTHE LOCAL DEPRESSIONS STANDARD PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313 - A RESULT THEREOF. I RAILROAD SPIKE AT INTERSECTIONPLIBLIC WOWS STANDARDS E BEARING OF N89.3006"E ALONG GRREENSOOKCOMMITTEE " OF CITRUS AVE. AND LOS CECROS E No. LINE OF SEC. 30, T.1N.,R.5W.. METRIC SHEET S.B.M. PER R.S. 58/5, WAS USED AS AT CATCH BASINS 313 - 1 AVE., IN POWER POLE NO. 9011E REV''°°e USIE WITH STANDAIW S(OCIRICATIONS FOR PUSLX 1 OMNI CONSTRUCTION SHEET 1 OF 4 ON THE EAST SIDE OF CITRUS AVE. PEE BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN E "ATIM 1467.59 LAN REV. RENSIDN DESCRIPTION DAIS M. CITY DAIS Z p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT E�i�,� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 2rJ ��(�,f I h OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q� MADOLEAND PREPARED IASSOCIATESN THE E INC. STREET IMPROVEMENT S�Fy� 10M CcH STET , SM V7 DRAWN BY - SHOWN PLANS � HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183 HO (PHONE�CA �0 M.R.A. TRACT NO. 161175 s sHowN DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 DESIGNED BY DALE: I BEFORE D YS BEFORE E.R.F. DETAIL HEET APRIL 2002 YOU IG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qr C►vl�- c� FOFCAL�EO Date : r • O (NECKED BY. BY DRAWING NO.: 1O Tots �� 1-8 SERVICE ALERT STANDARDS IN EFFECT.6�cl 3084 10 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RCE 6 �' � E.R. �. TTY ENGINEER R.C.E. 51152 ODATE - treet t wg, M. of