The URL can be used to link to this page

Home My WebLink About3376-5I I m I I ------- I t t SIDES EXTRA (4) FACE PLATE ONI I MANHOLE FRAME SCORING I AND COVER I CATCH BASIN I t I MANHOLE FRAME AND COVER I I o w A -�� STEPS I I E I I PC:_ ,� _ L U '+ " ' I I I ==4 '�� / / 125mm (1') Ift I CLEAR (TYP.) I-- �T" I ---T I (4')R 'R m A I 1 a DOWEL (TYP.) I I CURS OPENING CATCH BASIN NO SME -100mm (4' R - FLOWLINE 200mm (8') 10M (#4) CURB LINE ,-- 90' -� 15mO300mm (14012') DOWEL DETAIL NO SCALE K. EACH WAY FACE PLATE ASSEMBLY "_�r5mm (1/4' R 3:2 SLOPE STREET, GUTTER, OR LOCAL 7 F DEPRESSIO SURFACE �_� -Tr- Lu I I I a t 75mm (3' R DOWEL (TYP.) E U E + ow 11 (V (F 4 > cu L� Pq STEPS 100mm4' MIN. cY ,� 300mm (121 MAX. U 75mm (3") R I I �DPTIONALSU8GRADE _G----------------------- -- A z Fj E tiD CONNECTOR PIPE OPTIONAL ROUGHENED OR MONOLITHIC CONSTRUCTION JOINT (TYP.) CATCH BASIN CONNECTION SECTION A -A NO SCALE STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENT MAX MAX REINFORCEMENT REQUIRED IN W V t (F FRONT REAR BOTTOMI ND WALL WALL SLAB WALL 1.Om (3.5') 2.4m (8') 150mm (6") 150mm (61 1.0m (3.5') 3.5m (12') 200mm (81 200mm (81 2,Om (7') 1.8m (6') 150mm (6") 150mm (6") ;J4 BARS 0 12" OC 2.Om (7') 3.5m (12') 200mm (8') 200mm (8'1 4.0m (14') 1.2m (4') 150mm (6°) 150mm (6°) 4.Om (14') 2.4m (8') 150mm (6") 200mm (81 4.Om (14') 3.5m (12') 200mm (81 250mm (101 1.2m (4') 150mm (6°) 150mm (6°) 13m (6') 150mm (6") 200mm ($") C 2.4m (8') 200mm (81 200mm (81 3.Om (10� 200mm (81 250mm (10' rn 3.5m (12') 200mm (81 250mm (10' FOR W > 9m (28'), V > 3.5m (12') OR B > 1.2m (4') SEE PROJECT PLANS PREPARED BY FIRM: raab engineering, Inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: 9) 27 - 072 FAX: ( 909) 272-0166 �&fjjl (2 29616 q 19 103 SIGNATURE RCE 6ATE Q�tOF E S Sr0^, w NO. 29616 4 Exp. 3/31/07 4 s�9T O r V I ��\P `� of CA1 BRICK & MORTAR PLUG RCP SECTION A -A SECTION B -B BRICK AND MORTAR PLUG TYPICAL DETAIL NO SCALE 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(W-29 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, = 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(W) PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mml39 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(2-1/29. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COURSE BRICK IAR PLUG 20' SEWER AND STORM DRAIN EASEMENT 19' LOCATED AT THE END OF THE CUL-DE-SAC PLUMROSE ST. AND ANDREA ST. 15M O 300 mm (.4 O L/2 (TYP.)---I�� ;1 I I 'NEW OR _ EXIST. PIPE - FLOW 90 15M O 300 mm 04 O 121 --- BDITS ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS GREEN" (PAINT TYPE AND COLOR PER OWNER). 6' BLOCK WALL % w 3-15M (64) CIRCULAR TIES. SEE NOTE 9 1x2"-- -- - TOP M 5/8" SQ. x 16 GA TUBULAR STEEL FENCE PICKETS AT 4" OPENING MA) PINCH TOP ENDS TO DECORATIVE P 2" SQ. 12 GA TUBULAR STEEL FENCE POST AT 8'-0" O.C. MI 6° WIDE x 6° DE WITH 1 13 REBA.- CENTERLINE OF FENCE 330-C-23 (360-0-3250) CONCRETE 25 mm (i') ITYP.) 150 mm 6') MIN 1 F CUT m�_LINE c<+r9c" L NE2 AFF 4FS CUT NO. 2 4 4 :.•.. CUT NO. 2 .4 6') MIN • 3.14 (DO -Dl DETAIL *Am (SEE NOTE 10) INTERIOR SURFACE SONO -TUBE. OR EQUAL. INTERIOR FORM OF PIPE CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE 80TH SECTIONS DETAIL "B" TOGETHCUT NO. 2=E SAW TH1NG THE E TUBE LONGE CTION ANGLE A. TYPICAL JOINT FOR LONGITUDINALLY REMOVING A STRIP 3.14 (DO -O ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. i I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WAGATM�CONCRETE C� FOR RCP STANDARD PLAN weuG WORKS sTAw�wos INCir+c_ METRIC ��'B°°� "`M'�� 300 mm 12' THROUGH 1800 mm 2' 380 - 3 ' 1D°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 DIA. DETAIL (PER SEPARATE PERMIT) NO SCALE .., ,.. STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. It TRACT NO. 16250 CITY R.O.W. 1 PILASTER LOCATED AS SHOWN ON THE PLANS o � " FINISH GRADE F.- ?/ / // �/�\� UNDISTURBED OR N RECOMPACTED SUBGRADE co MOW STRIP I' ABOVE FINISH C14 ' /� /� GRADE (MAX.) SLOPE WITH FINISH GRADE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION - 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. O=Di OR 012, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) +.T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33") TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376 75mm (3") R I I �DPTIONALSU8GRADE _G----------------------- -- A z Fj E tiD CONNECTOR PIPE OPTIONAL ROUGHENED OR MONOLITHIC CONSTRUCTION JOINT (TYP.) CATCH BASIN CONNECTION SECTION A -A NO SCALE STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENT MAX MAX REINFORCEMENT REQUIRED IN W V t (F FRONT REAR BOTTOMI ND WALL WALL SLAB WALL 1.Om (3.5') 2.4m (8') 150mm (6") 150mm (61 1.0m (3.5') 3.5m (12') 200mm (81 200mm (81 2,Om (7') 1.8m (6') 150mm (6") 150mm (6") ;J4 BARS 0 12" OC 2.Om (7') 3.5m (12') 200mm (8') 200mm (8'1 4.0m (14') 1.2m (4') 150mm (6°) 150mm (6°) 4.Om (14') 2.4m (8') 150mm (6") 200mm (81 4.Om (14') 3.5m (12') 200mm (81 250mm (101 1.2m (4') 150mm (6°) 150mm (6°) 13m (6') 150mm (6") 200mm ($") C 2.4m (8') 200mm (81 200mm (81 3.Om (10� 200mm (81 250mm (10' rn 3.5m (12') 200mm (81 250mm (10' FOR W > 9m (28'), V > 3.5m (12') OR B > 1.2m (4') SEE PROJECT PLANS PREPARED BY FIRM: raab engineering, Inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: 9) 27 - 072 FAX: ( 909) 272-0166 �&fjjl (2 29616 q 19 103 SIGNATURE RCE 6ATE Q�tOF E S Sr0^, w NO. 29616 4 Exp. 3/31/07 4 s�9T O r V I ��\P `� of CA1 BRICK & MORTAR PLUG RCP SECTION A -A SECTION B -B BRICK AND MORTAR PLUG TYPICAL DETAIL NO SCALE 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(W-29 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, = 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(W) PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mml39 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(2-1/29. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COURSE BRICK IAR PLUG 20' SEWER AND STORM DRAIN EASEMENT 19' LOCATED AT THE END OF THE CUL-DE-SAC PLUMROSE ST. AND ANDREA ST. 15M O 300 mm (.4 O L/2 (TYP.)---I�� ;1 I I 'NEW OR _ EXIST. PIPE - FLOW 90 15M O 300 mm 04 O 121 --- BDITS ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS GREEN" (PAINT TYPE AND COLOR PER OWNER). 6' BLOCK WALL % w 3-15M (64) CIRCULAR TIES. SEE NOTE 9 1x2"-- -- - TOP M 5/8" SQ. x 16 GA TUBULAR STEEL FENCE PICKETS AT 4" OPENING MA) PINCH TOP ENDS TO DECORATIVE P 2" SQ. 12 GA TUBULAR STEEL FENCE POST AT 8'-0" O.C. MI 6° WIDE x 6° DE WITH 1 13 REBA.- CENTERLINE OF FENCE 330-C-23 (360-0-3250) CONCRETE 25 mm (i') ITYP.) 150 mm 6') MIN 1 F CUT m�_LINE c<+r9c" L NE2 AFF 4FS CUT NO. 2 4 4 :.•.. CUT NO. 2 .4 6') MIN • 3.14 (DO -Dl DETAIL *Am (SEE NOTE 10) INTERIOR SURFACE SONO -TUBE. OR EQUAL. INTERIOR FORM OF PIPE CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE 80TH SECTIONS DETAIL "B" TOGETHCUT NO. 2=E SAW TH1NG THE E TUBE LONGE CTION ANGLE A. TYPICAL JOINT FOR LONGITUDINALLY REMOVING A STRIP 3.14 (DO -O ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. i I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WAGATM�CONCRETE C� FOR RCP STANDARD PLAN weuG WORKS sTAw�wos INCir+c_ METRIC ��'B°°� "`M'�� 300 mm 12' THROUGH 1800 mm 2' 380 - 3 ' 1D°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 DIA. DETAIL (PER SEPARATE PERMIT) NO SCALE .., ,.. STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. It TRACT NO. 16250 CITY R.O.W. 1 PILASTER LOCATED AS SHOWN ON THE PLANS o � " FINISH GRADE F.- ?/ / // �/�\� UNDISTURBED OR N RECOMPACTED SUBGRADE co MOW STRIP I' ABOVE FINISH C14 ' /� /� GRADE (MAX.) SLOPE WITH FINISH GRADE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION - 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. O=Di OR 012, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) +.T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33") TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376 PREPARED BY FIRM: raab engineering, Inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: 9) 27 - 072 FAX: ( 909) 272-0166 �&fjjl (2 29616 q 19 103 SIGNATURE RCE 6ATE Q�tOF E S Sr0^, w NO. 29616 4 Exp. 3/31/07 4 s�9T O r V I ��\P `� of CA1 BRICK & MORTAR PLUG RCP SECTION A -A SECTION B -B BRICK AND MORTAR PLUG TYPICAL DETAIL NO SCALE 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(W-29 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, = 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(W) PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mml39 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(2-1/29. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 CURB OPENING CATCH BASIN 300 - 2 SHEET 2 OF 2 TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COURSE BRICK IAR PLUG 20' SEWER AND STORM DRAIN EASEMENT 19' LOCATED AT THE END OF THE CUL-DE-SAC PLUMROSE ST. AND ANDREA ST. 15M O 300 mm (.4 O L/2 (TYP.)---I�� ;1 I I 'NEW OR _ EXIST. PIPE - FLOW 90 15M O 300 mm 04 O 121 --- BDITS ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS GREEN" (PAINT TYPE AND COLOR PER OWNER). 6' BLOCK WALL % w 3-15M (64) CIRCULAR TIES. SEE NOTE 9 1x2"-- -- - TOP M 5/8" SQ. x 16 GA TUBULAR STEEL FENCE PICKETS AT 4" OPENING MA) PINCH TOP ENDS TO DECORATIVE P 2" SQ. 12 GA TUBULAR STEEL FENCE POST AT 8'-0" O.C. MI 6° WIDE x 6° DE WITH 1 13 REBA.- CENTERLINE OF FENCE 330-C-23 (360-0-3250) CONCRETE 25 mm (i') ITYP.) 150 mm 6') MIN 1 F CUT m�_LINE c<+r9c" L NE2 AFF 4FS CUT NO. 2 4 4 :.•.. CUT NO. 2 .4 6') MIN • 3.14 (DO -Dl DETAIL *Am (SEE NOTE 10) INTERIOR SURFACE SONO -TUBE. OR EQUAL. INTERIOR FORM OF PIPE CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE 80TH SECTIONS DETAIL "B" TOGETHCUT NO. 2=E SAW TH1NG THE E TUBE LONGE CTION ANGLE A. TYPICAL JOINT FOR LONGITUDINALLY REMOVING A STRIP 3.14 (DO -O ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. i I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WAGATM�CONCRETE C� FOR RCP STANDARD PLAN weuG WORKS sTAw�wos INCir+c_ METRIC ��'B°°� "`M'�� 300 mm 12' THROUGH 1800 mm 2' 380 - 3 ' 1D°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 DIA. DETAIL (PER SEPARATE PERMIT) NO SCALE .., ,.. STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. It TRACT NO. 16250 CITY R.O.W. 1 PILASTER LOCATED AS SHOWN ON THE PLANS o � " FINISH GRADE F.- ?/ / // �/�\� UNDISTURBED OR N RECOMPACTED SUBGRADE co MOW STRIP I' ABOVE FINISH C14 ' /� /� GRADE (MAX.) SLOPE WITH FINISH GRADE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION - 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. O=Di OR 012, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) +.T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33") TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376 TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COURSE BRICK IAR PLUG 20' SEWER AND STORM DRAIN EASEMENT 19' LOCATED AT THE END OF THE CUL-DE-SAC PLUMROSE ST. AND ANDREA ST. 15M O 300 mm (.4 O L/2 (TYP.)---I�� ;1 I I 'NEW OR _ EXIST. PIPE - FLOW 90 15M O 300 mm 04 O 121 --- BDITS ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS GREEN" (PAINT TYPE AND COLOR PER OWNER). 6' BLOCK WALL % w 3-15M (64) CIRCULAR TIES. SEE NOTE 9 1x2"-- -- - TOP M 5/8" SQ. x 16 GA TUBULAR STEEL FENCE PICKETS AT 4" OPENING MA) PINCH TOP ENDS TO DECORATIVE P 2" SQ. 12 GA TUBULAR STEEL FENCE POST AT 8'-0" O.C. MI 6° WIDE x 6° DE WITH 1 13 REBA.- CENTERLINE OF FENCE 330-C-23 (360-0-3250) CONCRETE 25 mm (i') ITYP.) 150 mm 6') MIN 1 F CUT m�_LINE c<+r9c" L NE2 AFF 4FS CUT NO. 2 4 4 :.•.. CUT NO. 2 .4 6') MIN • 3.14 (DO -Dl DETAIL *Am (SEE NOTE 10) INTERIOR SURFACE SONO -TUBE. OR EQUAL. INTERIOR FORM OF PIPE CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE 80TH SECTIONS DETAIL "B" TOGETHCUT NO. 2=E SAW TH1NG THE E TUBE LONGE CTION ANGLE A. TYPICAL JOINT FOR LONGITUDINALLY REMOVING A STRIP 3.14 (DO -O ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. i I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WAGATM�CONCRETE C� FOR RCP STANDARD PLAN weuG WORKS sTAw�wos INCir+c_ METRIC ��'B°°� "`M'�� 300 mm 12' THROUGH 1800 mm 2' 380 - 3 ' 1D°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 DIA. DETAIL (PER SEPARATE PERMIT) NO SCALE .., ,.. STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. It TRACT NO. 16250 CITY R.O.W. 1 PILASTER LOCATED AS SHOWN ON THE PLANS o � " FINISH GRADE F.- ?/ / // �/�\� UNDISTURBED OR N RECOMPACTED SUBGRADE co MOW STRIP I' ABOVE FINISH C14 ' /� /� GRADE (MAX.) SLOPE WITH FINISH GRADE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION - 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. O=Di OR 012, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) +.T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33") TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376 DIA. DETAIL (PER SEPARATE PERMIT) NO SCALE .., ,.. STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. It TRACT NO. 16250 CITY R.O.W. 1 PILASTER LOCATED AS SHOWN ON THE PLANS o � " FINISH GRADE F.- ?/ / // �/�\� UNDISTURBED OR N RECOMPACTED SUBGRADE co MOW STRIP I' ABOVE FINISH C14 ' /� /� GRADE (MAX.) SLOPE WITH FINISH GRADE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION - 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3'). BUT LESS THAN 150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. O=Di OR 012, WHICHEVER IS GREATER. B. WHEN Di IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) +.T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33") TO 1425 mm (571 4 1500 mm (601 TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 72" 380-3 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: 1" = loo' STORM DRAIN PLAN -TRACT 16250 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AILS ANDDATE: POCIWATIONS SEPTEMBER 17, 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APR D- .Z D3 DRAWING NO.: 5 STANDARDS IN EFFECT. C! Y ENGINEER R.C.E. 51152 D TE: 3376