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Home My WebLink About3158-92 0 C- '15M O 300 mm(940121) FACE PLATE EACH WAY V01.0 SSEMBLY -5 mm(1/4')R TREET. GUTTER.. LOCAL DEPRES- --� I I 100 an (4•)R SLOPE �WORKS'E°�TME PUBLIC WORKS STANDARDS INC. FLOW LINE PLATE < DO P f W v �. 75 mm '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q - I c LClORING 1500 60 CURB LINE 2 EXTRA 15W#4) I STEPS I OM�OLEEFRAME 10 N cul to t AND COVER CATCHBASINeE tr E I o^ AND COVER oc 100 mm iv M4 Wa o� • Y300 mm (12•)MAX. 75 mm (3')R �z �-- J7 _ -OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC t/1 CATCH BASIN B CONNECTION STEPS SECTION A -A ov EW_1 90• �j 1 1 I acs I I I _ S 100 _mm DOWEL ITYPA PLAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER BION SURFACE ' SLOPE �WORKS'E°�TME PUBLIC WORKS STANDARDS INC. � CURB •OPENING CATCH BASIN N < \ W v �. 75 mm '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q - REV. 1886 SHEET t3 1R 1500 60 180 180 120 10 N cul to x ' tr 100 mm i (4")MIN. Y300 mm (12•)MAX. 75 mm (3')R �-- -OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC CATCH BASIN B CONNECTION SECTION A -A 200 mmf8•) IOM(#4) 90• �j DOWEL DETAIL: ITA ONS AND 2EMENTS REINFORCEMENT REQUIRED IN 'RONT REAR ISOTTOMI END WALL IWALLI SLAB IWALL 15M O 300 mm(#4012.) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATEDINTHE LOCAL DEPRESSIONS - D PLAN �WORKS'E°�TME PUBLIC WORKS STANDARDS INC. � CURB •OPENING CATCH BASIN ��"� GREENBOOK COMMITTEE SHEET 1 OF 4 300 2 1884 '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q - REV. 1886 SHEET USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION .n N K WD „W I� A CURB OPENING EE ,� CATCHSS) BASIN ( m< �3Z0 1`I CURPOINT A 450mm 091 INT B POINT C STRAMWY VOP f C POINT E " iPOINT F Le -A c.1- q _ -+--DIRECTION OF FLOW -PLAN �m o N K WD- --'7�OlNT A POINT B POINT C FLOW LINE PROFILE 9ASE A Lo N L WD L Wf Tj nK = j -c (43CURBOPENING E a < g CATCH BASIN (S) W ( 1 1 1 S W ill: za CURB POINT A POINT B POINT C R POINTE CURB , DINT D A GUTTER Z W o -POINT G < -DIRECTION OF FLOW L N i v LL -POINT D . LINE -N CURB l VT D 8, GUTTERI < -rv,m r �L -POINT G DIRECTION FLOW --�• < � m -DIRECTION OF FLOW Z v N L IND L N z u POINT D POINT APOINT B POINT C FLOW LI N E PROFILE -FLOW LINE CA 150 mm (61 25 mm (19 150 mm (6") 25 mm (1•) M M M,G,OR VAR. 450 mm VAR. 50 mm � VAR. VAR. i (2") CURBf I FACE + H o ° VALLEY RIDGE ° • VALLEY • €� o`Y SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATEDINTHE LOCAL DEPRESSIONS - STANDARD PLAN PUBLIC WORKS STANDARDS INC.. 'x°9 1984 1 r AT CATCH BASINS METRIC 313-1 REV. 19M SHEET 1 OF 4 USE WITH STANDARD SPECIFICATH" FOR PUBLIC WORKS CONSTRUCTION 11 OF 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 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 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 =9121. -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 mm(3') PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(31 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(120) APART. THE TOP STEP SHALL BE 175 mW7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') 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 SHEET 2 OF 2 NOTE: 1. ALL EXPOSED EDGES SHALL BE .ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN) 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALC MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS. AT POINTS A AND 0, RESPECTIVELY THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hz HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET HZ HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO. GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT- E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. H1 - NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K - 1.5 m (5 Feet) L - 1.8 m (6, Feet) M - 1.2 m (4 Feet) N - 1.5 m (5 Feet) WD - CATCH BASIN W FOR ONE CATCH_ BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. 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, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN: CALIFORNW CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 TOLL FREE `46a"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION E HINGE COVER AT E 600 m m E - z INLET INLET o� Gu�LDaR TOP of FRAME �• 0:, TYPE 2 TYPE 1 SM00 . PLAN PIPE PER 15 IMPROVEMENT OR GRADING PLAN_ E SEE NOTE 8 E 600 mm , 16 SECTION A_I, Rl 016 mm 1 ` INLET TYPE 2-- � E NOTE a 250 m (5/$")16 I lill < (3") MIN SECTION '6" m mow. 9c 8 INLET TYPE 1 6 mm DETAIL OF ANCHOR 1 CURB FACE -1.4 75 mm �I I 1 3" CURB FACE ANCHOR _ -- FL ---- -----1- FL -- -- POINT M POINT N POINT P PAINT Q -- A PLAN - 3000 mm (1FL n 5 3000 mm (10') TC GRADE LINE AS S/2 SHOWN ON PROFILE TOP of cuRe TOP of CllitB - - POINT P POINT Q4 POINT M POINT N PROFILE GALVANIZED STEEL SIDEWALK ANGLE FINISH FOR 5 = 750 mm (30") AND LESS, USE 2 ANCHORS OIHERYMSE, USE3 12SEE ANCHORS.l0 NOTEFOR S = 1200 mm (48") AND LESS,(' 1 - - B mm i3'USE 64x51x9.5 (2-1/1'x2 x3%8") mmGALVANIZED STEEL tllER P ANGLE.)MATCJiA- A SECTION OIHERYNSE, B = 100 mm (4"). USE 890602.7 EXISTING (3-1/2'x3"x1/2`) GALVANIZED STEEL ANGLE. P m S 150 mm J BARS ARE POM OMO 420 mm (;I3). EOM #I 20F2 SHEET 4 OF 4 TOLL FREE `46a"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION E HINGE COVER AT E 600 m m E - z INLET INLET o� Gu�LDaR TOP of FRAME �• 0:, TYPE 2 TYPE 1 SM00 . PLAN PIPE PER 15 IMPROVEMENT OR GRADING PLAN_ E SEE NOTE 8 E 600 mm , 16 SECTION A_I, Rl 016 mm 1 ` INLET TYPE 2-- � E NOTE a 250 m (5/$")16 I lill < (3") MIN SECTION '6" m mow. 9c 8 INLET TYPE 1 6 mm DETAIL OF ANCHOR 1 CURB FACE -1.4 75 mm �I I 1 3" CURB FACE ANCHOR _ -- FL ---- -----1- FL -- -- POINT M POINT N POINT P PAINT Q -- A PLAN - 3000 mm (1FL n 5 3000 mm (10') TC GRADE LINE AS S/2 SHOWN ON PROFILE TOP of cuRe TOP of CllitB - - POINT P POINT Q4 POINT M POINT N PROFILE GALVANIZED STEEL SIDEWALK ANGLE FINISH FOR 5 = 750 mm (30") AND LESS, USE 2 ANCHORS OIHERYMSE, USE3 12SEE ANCHORS.l0 NOTEFOR S = 1200 mm (48") AND LESS,(' 1 - - B mm i3'USE 64x51x9.5 (2-1/1'x2 x3%8") mmGALVANIZED STEEL tllER P ANGLE.)MATCJiA- A SECTION OIHERYNSE, B = 100 mm (4"). USE 890602.7 EXISTING (3-1/2'x3"x1/2`) GALVANIZED STEEL ANGLE. P m S 150 mm J BARS ARE POM OMO 420 mm (;I3). EOM #I 20F2 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �qTF CI V \\' p�� OFCAt.\F '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q 19Be SHEET 1 OF 2 1500 60 180 180 120 (71 S. mm J BAR SPACN mm 300 12 240 r 450 18 240 r 600 24 240 750 30 240 r soo as 240 r 1050 42" 210 6" 1200 48' 180 5" 1350 54" 225 g5" O 12") MAX OC J BARS • • E m � d NOTE: REMOVE 1/2" LIP YEN s LF-4MA6INLET SECTION 13-13 g" AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD PLAN PUBLIC WORKS STANDARDS INC. PARKWAY DRAIN METRIC CiREENBOOK COMMITTEE 1983 1 5 1 - 1 - . REV, NOTES i. .FLOOR OF BOXSHALLBE 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 WITH. A 25 mm HEAD (5/8" x 6-3/8", 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 B + 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 = 2.096. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UMTS 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 20F2 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �qTF CI V \\' p�� OFCAt.\F '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q 19Be SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION „ AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN • AUFORNIA CHAPTER STANDARD PLAN ,METRIC. PARKWAY DRAIN 11 SHEET 6E SUBSTITUTED FOR ASTM 615M STEEL. 1 ._.. - �,, ,..i X. .;,.,• .ase +..�. ...a 4 f tt Y S.i�! i�.r�' T�+,!£y.�Iu is�v.'s��j4"tva[�+E�TERg+A4�'��(.,p��d�Y,yp?^,3�•e*fl� p��y�� p�� No. 615 EpN Q' OGIRiI-7 MIY'7�: BAW OF BEA�IC .� ��la'F�.f•.OTIi4t�D 56CiT&l1 Tt�8'l..' r " ,. HE BEARING OF N89'30 06 E ALONG `� I"�.�,I=W LT" 1 ij�.R � , RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.Sw., AVE., IN POWER POLE N0. 9011E S.B.M. PER R.S. 58 5 HE BASIS OF BEARINGS 20F2 WAS USED AS ON THE EAST SIDE OF CITRUS AVE GS FOR THIS PLAN. SIERRA LAKES SPECIFIC PLAN ELEVATION: 1467.59 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA QROF�%, PREPARED IN THE OFFICE OF STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�N0s �F2� MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , SM 107 DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183 �,x �� CA �0 S.G. TRACT No. 16095 6O7 SCALE: SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO r Exp: 9-30-05 W DESIGNED BY: i Q.R.F. DETA,I4.. SHEET DATE: JUNE 2002 J:\826-1171\streets\st09.dwg, 07/16/2002 04:16:30 PM, sc j I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �qTF CI V \\' p�� OFCAt.\F '7.2'1• •o Date CHECKED BY: AIf1PR0 BY: DRAWING NO.: q RCE 62183 EXP. 9- '7'2 TY ENGINEER R.C.E. 51152 DATE 3158 q i J:\826-1171\streets\st09.dwg, 07/16/2002 04:16:30 PM, sc j I