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HomeMy WebLinkAbout3879-4DOWEL (TYP.) PLAN ISM 0 300 00(#40121) FACE PLAT[ EACH WAY --� A85EMBLY S wrn(1/4')R =TREET_ OV1 100 mm (4')R FLOW UNE DOW CUR13LINE STEPS -� t � � x •s lr LL 100 mm m (4')MIN. 300 mm 75 mm 021)MAX. i (31)R OPTIONAL SUSGRADE L-CORNMECTOR PIPE O MONOLITHIC CATCH BASIN 8 CONNECTION SECTION A -A 200 e• ION* E90• !r � t- DOWR DFTA I I STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS REINFORCEMENT MAX MAX I IF REQUIRED IN W V WALL I.0 m(3.4') 2.4 m(8') ISO mm(6'1 ISO mm(6.1 j FACE 4? 3.5 W121 200 mm(e9 200 00(8•) PLATE - 2.0 m(7') SCORING 1.8 m(69 150 mm(S-1 ISO 00(6.1 UNE 4 3.5 m(121) 200 ands•) 200 00989 #4@12 O.C. EXTRA ISM(04) 2.0 m(T) X I2 ON 2 SIDES OF 1.2 m(41 150 mm16•) 150 mm(8•) R MANHOLE FRAME E 2.4 m(81) 150 mm(6-) 200 0rM8•) 1 AND COYER 4.0 0(14') CATCH BASIN $, w MANHOLE FRAME W AND COVER O K1 FOR W > 9 0(28'), V > 3.5 0(12') OR B > 1.2 m(4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED KSSTA "O S7ANUATTE INC. PUBLICGR \ CURB •OPENING CATCH BASIN 8TMAM O PLAN METRIC ENSO OREENBOOK COMMITTEE o 300-2 Rte' J USE WITH STANDARD SPECIFICATION p !40 WORKS CONSTRUCTION *. Sp ANA -'xi DOWEL (TYP.) PLAN ISM 0 300 00(#40121) FACE PLAT[ EACH WAY --� A85EMBLY S wrn(1/4')R =TREET_ OV1 100 mm (4')R FLOW UNE DOW CUR13LINE STEPS -� t � � x •s lr LL 100 mm m (4')MIN. 300 mm 75 mm 021)MAX. i (31)R OPTIONAL SUSGRADE L-CORNMECTOR PIPE O MONOLITHIC CATCH BASIN 8 CONNECTION SECTION A -A 200 e• ION* E90• !r � t- DOWR DFTA I I STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS REINFORCEMENT MAX MAX I IF REQUIRED IN W V WALL BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION REC. DWG. li'v Te+ct I. WHERE THE BASIN IS TO BE CONSTRUCTED :':;THIN 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 SANE CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SMALL 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 I. 12 MINIMUM AND It 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(4.51). 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 OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mn(12'). V1= 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 gE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 00(31) 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 MONOLITHIIC 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 min(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 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. STANn4RDPLAN I 300-2 CURB OPENING CATCH BASIN SHEET20F2 DATE I ENGR. I CITY I DATE RECORD DRAWINGS PREPARED BY I MADOLE 0. ASSOCIATES, INC . No. 36637 ° RECORD DRAWING r THESE RECORD DRAWINGS HAVE BEEN F FARED, IN PART, ON THE BASIS OF INFORMATION CC • :LED AND C FURNISHED BY OTHERS. THE ENGINEER W'�_L NOT BE 1 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS R/© a of AfIESULT THEREOF. 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 CITE ENGINEER MA'' REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDIT IONF AND STAND ARDS IN EFFECT PLAN PREPARED BY: PROFESS/ON VAN DELL AND ASSOCIATES, WC. p R. Gp q�F• CIVIL ENGINEERS SURVEYORS LAND PLANNERS DRAWN BY: No. 024725 m 17801 CARTWRIGHT ROAD g49 474-1400 TWH L Exp.12/31/05 ; IRVINE CA 92614 DESIGNED BY: LtAMR THE SLPMVI.SM OF. DJH CIVIL ��Q _ 7 CHECKED BY. OF 0\(� - - - DRG DONALD DONALD R. GORDON R.C.E. 24725 DATE CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS SOUTHRIDGE VILLAGE TRACT 17021 LOT 1 TO 19 R i ! S NDARD PLANS APPRO BY: EN 1152 DATE: Ln O O N d - O (/7 Ln O O CD 00 u N O U U L Z cn / CD z w / Ln O O �I CD CC) SCALE: I.0 m(3.4') 2.4 m(8') ISO mm(6'1 ISO mm(6.1 j 1.0 0(3.5.1 4? 3.5 W121 200 mm(e9 200 00(8•) o 2.0 m(7') 1.8 m(69 150 mm(S-1 ISO 00(6.1 4 3.5 m(121) 200 ands•) 200 00989 #4@12 O.C. 3879 2.0 m(T) X 4.0 mO4') 1.2 m(41 150 mm16•) 150 mm(8•) R E 2.4 m(81) 150 mm(6-) 200 0rM8•) 1 4.0 0(14') 3.5 09121 200 00(8•) 250 mm(f09 N P $, w €3.0 °' 1.2 0(4') 140 mm(81 ISO mm96•) R R 1.6 09611 ISO mm(8`) 200 00(6•) C E 2.4 tatW) 200 mnd8') 200 mml8•I M U m(IO') 200 mm(8•) 250 mm(10•) E 3.5 81021 200 mm(e-) 250 mm(10-) 7 D FOR W > 9 0(28'), V > 3.5 0(12') OR B > 1.2 m(4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED KSSTA "O S7ANUATTE INC. PUBLICGR \ CURB •OPENING CATCH BASIN 8TMAM O PLAN METRIC ENSO OREENBOOK COMMITTEE :..:. , 300-2 Rte' 'SHEET 1%OF 2 USE WITH STANDARD SPECIFICATION p !40 WORKS CONSTRUCTION *. Sp ANA -'xi BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION REC. DWG. li'v Te+ct I. WHERE THE BASIN IS TO BE CONSTRUCTED :':;THIN 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 SANE CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SMALL 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 I. 12 MINIMUM AND It 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(4.51). 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 OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mn(12'). V1= 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 gE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 00(31) 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 MONOLITHIIC 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 min(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 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. STANn4RDPLAN I 300-2 CURB OPENING CATCH BASIN SHEET20F2 DATE I ENGR. I CITY I DATE RECORD DRAWINGS PREPARED BY I MADOLE 0. ASSOCIATES, INC . No. 36637 ° RECORD DRAWING r THESE RECORD DRAWINGS HAVE BEEN F FARED, IN PART, ON THE BASIS OF INFORMATION CC • :LED AND C FURNISHED BY OTHERS. THE ENGINEER W'�_L NOT BE 1 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS R/© a of AfIESULT THEREOF. 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 CITE ENGINEER MA'' REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDIT IONF AND STAND ARDS IN EFFECT PLAN PREPARED BY: PROFESS/ON VAN DELL AND ASSOCIATES, WC. p R. Gp q�F• CIVIL ENGINEERS SURVEYORS LAND PLANNERS DRAWN BY: No. 024725 m 17801 CARTWRIGHT ROAD g49 474-1400 TWH L Exp.12/31/05 ; IRVINE CA 92614 DESIGNED BY: LtAMR THE SLPMVI.SM OF. DJH CIVIL ��Q _ 7 CHECKED BY. OF 0\(� - - - DRG DONALD DONALD R. GORDON R.C.E. 24725 DATE CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS SOUTHRIDGE VILLAGE TRACT 17021 LOT 1 TO 19 R i ! S NDARD PLANS APPRO BY: EN 1152 DATE: Ln O O N d - O (/7 Ln O O CD 00 u N O U U L Z cn / CD z w / Ln O O �I CD CC) SCALE: cf) AS SHOWN j DATE: 4? 05-06-05 o DRAWING NO. - 4 3879 X 4