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Home My WebLink About3876-5BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET IT y IT VT v TOLL FREE -qqmmP`_1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 EXTERNAI, PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFAPE.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 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'-24 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 *SY TH9 REQUIREMENTS OF NOTE 3; BUT SHALL NOT BE LESS THAN CURB FACE PLUS300 mm 12•). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET; NOTED ON THE PROJECT PLANS. H a 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(32) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT' TO PIPE ENDS. A MONOLITHC�FTCH •BASIN •CONNECTION SHALL BE - USED TO JOIN THE CONNECTOR PIPE TO THE CINCH 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 (,ENGTHS 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(129) APART. THE TOP STEP SHALL BE 175 mm(7n) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2^I/25). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD -PLANS ARE INCORPORATED HEREIN- 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT— 310 CATCH BASIN FACEPLATE 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. 1: It AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER; st'ANao PIAN �A 30.0.-.2 CURB OPENING CATCH BASIN Slj ET2OF2 15M 0 300 mm (#4 0 120330-C-23 (560-C-3250) CONCRETE L/2 (TYP.)•--\ , . 7-/ r-25 mm W) (TYP.) NEW OR c -i EXIST. PIPE 9 FLOW . n t �_ 15M 0 300 mm (*4 0 12•) 150 mm 6') MIN CUT NO. 2 LINE I.. 3-15M 04) CIRCULAR TIES. SEE NOTE 9 D . L T 300 mm (12') 300 mm (121 100 mm (46) 450 mm (180) ' 300 mm 021 125 mm (58) IN ! 40 R 200 a"n(8 150 mm (64 750 mm (300) 450 mm (180) I ...� + } 10 4l 225 mm (90) ISMO 300 mmc"40i2•) FACE PLATE ASSEMBLY I -n- 1425 mm (570) 450 mm (I89) 250 mm (10') 1500 -mm (600 525 mm (210) 275 mm (119) K900 m I V 1275 mm (110) EACH WAY mm1/46lR OOS- CLF7IC DOWEL (TYP.) P t Is n EPRmS ION SUR 4 0 ` ° SLOPE S10RLi REINFORCEMENT- REQUIREMENTS ' + FLOW LINE , - 75 mm t30fR - MAX MAX t IF REQUIRED IN FACE PLATE DOWE!(TYP. . Y WALI:I WALL SLAB I WAL4 N LE 1.0 m(3.51 2.4 m(e') 100 mm(641 Iso mm(60) a o '� a uR x 1.0 m(3.51) 3.5 m(121) 200 mm(84) 200 nvMB•) ! IN:- 2.0 m(71) 1.8 m(8') 150 malts•) Iso=4861 #4 ® 12" O.C. CURB LINE ♦' 2.0 n0l) 3.5 WIT) 200 ftwM09 200 mmt8'I d' I 2 EXTRA 15M(S 4) 4.0 m(141) 1.2 n44') ISO mm(6.1 150 =468) R I STEPS tF In ON 2 SIDES OF MANHOLE FRAME I � 144 O AND COVER f MIEN. 300 73 mm 1.8 m(s') ISO mm(Ob) 200 mm(84 C a - CATCH BASIN I I N , mm (120)WAX 13. 11 ' 3.0 m(109 200 mmt8•) 250 mm(10R) E E m MANHOLE- ANHOAND EFRAME 3.3 m(12' 1 200 mm(86) 250 mmI104 T D p, FOR W 9 m(281), V > 3.5 m(121) OR B %.1.2 m(4') SEE PROJECT PLANS s o ^ m . a STANDARLAN w PROMULGATIroByTHS PUBLIC WORKS STANDARDS IND. C U RB`D P E N T NG- CATCH BAS I N OREENBOOKCOMMITTEE 1884 :::• 1 _ �� If REV. io" `�SHEE I-OF.2 .. • USE WITH:n8NDARDSPECIFICATIONA .p PLICINORK3 CONSTRUC710N .• �, � .: �, ft;•.r ., .,ta?i: . , a,•,•triltre iii ��3�s�? ;s [ ,1.,., • .a;•i.:• .� y,�r�,,. . - 1= -. --• OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC "� CATCH BASIN I • 8 CONNECTION C� A •� ST Ps a i El S ECT I.O N A�-Aof BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET IT y IT VT v TOLL FREE -qqmmP`_1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 EXTERNAI, PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFAPE.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 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'-24 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 *SY TH9 REQUIREMENTS OF NOTE 3; BUT SHALL NOT BE LESS THAN CURB FACE PLUS300 mm 12•). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET; NOTED ON THE PROJECT PLANS. H a 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(32) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT' TO PIPE ENDS. A MONOLITHC�FTCH •BASIN •CONNECTION SHALL BE - USED TO JOIN THE CONNECTOR PIPE TO THE CINCH 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 (,ENGTHS 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(129) APART. THE TOP STEP SHALL BE 175 mm(7n) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2^I/25). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD -PLANS ARE INCORPORATED HEREIN- 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT— 310 CATCH BASIN FACEPLATE 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. 1: It AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER; st'ANao PIAN �A 30.0.-.2 CURB OPENING CATCH BASIN Slj ET2OF2 15M 0 300 mm (#4 0 120330-C-23 (560-C-3250) CONCRETE L/2 (TYP.)•--\ , . 7-/ r-25 mm W) (TYP.) NEW OR c -i EXIST. PIPE 9 FLOW . n t �_ 15M 0 300 mm (*4 0 12•) 150 mm 6') MIN CUT NO. 2 LINE I.. 3-15M 04) CIRCULAR TIES. SEE NOTE 9 D . L T 300 mm (12') 300 mm (121 100 mm (46) 450 mm (180) ' 300 mm 021 125 mm (58) IN ! 40 R 200 a"n(8 150 mm (64 750 mm (300) 450 mm (180) I ...� + } 10 4l 225 mm (90) 1050 mm (420) 450 mm (181 225 mm (90) I -n- 1425 mm (570) 450 mm (I89) 250 mm (10') 1500 -mm (600 525 mm (210) 275 mm (119) K900 m I V 1275 mm (110) 1800 mm (72') 600 mm (24-4300 mm (121 .. DOWEL (TYP.) P t •.. PLAN DOWEL 'DETAIL n STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT- REQUIREMENTS REINFORCEMENT MAX MAX t IF REQUIRED IN W V FRONT IREAR ISOTTOMI END WALI:I WALL SLAB I WAL4 1.0 m(3.51 2.4 m(e') 100 mm(641 Iso mm(60) 1.0 m(3.51) 3.5 m(121) 200 mm(84) 200 nvMB•) r 2.0 m(71) 1.8 m(8') 150 malts•) Iso=4861 #4 ® 12" O.C. • 2.0 n0l) 3.5 WIT) 200 ftwM09 200 mmt8'I d' 4.0 m(141) 1.2 n44') ISO mm(6.1 150 =468) R E In 2.4 m(8') ISO mm(69) 200 mmt8•) ' I 4.0 fI14') 3.3 W121 200 mm(8') 250 mm(10O) N R O 1.2 m(4') 15.0 mm(6•) ISO mm(6•t E O 1.8 m(s') ISO mm(Ob) 200 mm(84 C a i32.4 m(8')260 171048"), 200 mmtls')' M I N ' 3.0 m(109 200 mmt8•) 250 mm(10R) E E m 3.3 m(12' 1 200 mm(86) 250 mmI104 T D FOR W 9 m(281), V > 3.5 m(121) OR B %.1.2 m(4') SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 00 STANDARLAN PROMULGATIroByTHS PUBLIC WORKS STANDARDS IND. C U RB`D P E N T NG- CATCH BAS I N OREENBOOKCOMMITTEE 1884 :::• 1 _ �� REV. io" `�SHEE I-OF.2 .. • USE WITH:n8NDARDSPECIFICATIONA .p PLICINORK3 CONSTRUC710N .• �, � .: �, ft;•.r ., .,ta?i: . , a,•,•triltre iii ��3�s�? ;s [ ,1.,., • .a;•i.:• .� y,�r�,,. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET IT y IT VT v TOLL FREE -qqmmP`_1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 EXTERNAI, PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFAPE.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 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'-24 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 *SY TH9 REQUIREMENTS OF NOTE 3; BUT SHALL NOT BE LESS THAN CURB FACE PLUS300 mm 12•). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET; NOTED ON THE PROJECT PLANS. H a 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(32) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT' TO PIPE ENDS. A MONOLITHC�FTCH •BASIN •CONNECTION SHALL BE - USED TO JOIN THE CONNECTOR PIPE TO THE CINCH 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 (,ENGTHS 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(129) APART. THE TOP STEP SHALL BE 175 mm(7n) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2^I/25). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD -PLANS ARE INCORPORATED HEREIN- 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT— 310 CATCH BASIN FACEPLATE 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. 1: It AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER; st'ANao PIAN �A 30.0.-.2 CURB OPENING CATCH BASIN Slj ET2OF2 15M 0 300 mm (#4 0 120330-C-23 (560-C-3250) CONCRETE L/2 (TYP.)•--\ , . 7-/ r-25 mm W) (TYP.) NEW OR c -i EXIST. PIPE 9 FLOW . n t �_ 15M 0 300 mm (*4 0 12•) 150 mm 6') MIN CUT NO. 2 LINE I.. 3-15M 04) CIRCULAR TIES. SEE NOTE 9 D . L T 300 mm (12') 300 mm (121 100 mm (46) 450 mm (180) ' 300 mm 021 125 mm (58) 600 mm (240) 300 mm (128) 150 mm (64 750 mm (300) 450 mm (180) 175 mm (70) 900 mm. (369 450 mm (180) 225 mm (90) 1050 mm (420) 450 mm (181 225 mm (90) 1200 mm (48') 450 mm (188) 250 mm (100) 1425 mm (570) 450 mm (I89) 250 mm (10') 1500 -mm (600 525 mm (210) 275 mm (119) 1650 mm (66• 525 mm (216) 1275 mm (110) 1800 mm (72') 600 mm (24-4300 mm (121 90o CUT NO. 2 LINE I'50 mm CUT NC 6") MIN 3.14 (DO W, DETA I L "A" (SEE NOTE. 10) SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. 1: SAW THE TUBE AT AN ANGLE. -OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (Dp-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. INTERIOR SURFACE OF PIPE DETAIL "B" TYPICAL JOINT FOR* REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATIED CONCRETE COLLAR FOR RCP STANDARD PLAN' ANDARDE PUBLIC WORKS STANDARDS INC., GREENBO1 9COMMITIEE 300 mm 12" THROUGH 1800 mm 72" METRIC 380 - 2 RPV. 1996 1500 mm (600) TO 1800 mm (7V) SHEET 1 OF 2 USE W1TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. 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 0"). 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 (31, BUT LESS THAN 150 mm (61, A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6") 'OR GREATER; A TRANSITION STRUCTURE 1S REQUIRED. - 3. CONCRETE COLLAR SHALL NOT BE USED FORA 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. D= DI OR D2, WHICHEVER • IS GREATER. B. WHEN D; IS EQUAL TO OR LESS THAN L2; JOIN INVERTS AND WHEN DI 1S GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") 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), S. 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 7.5 mm (3") OR LARGER. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (21") OR LESS 3 600 mm (24') TO 750 mm (300) 3 825 mm (331 TO 1425 mm (5711) 4 1500 mm (600) TO 1800 mm (7V) 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 1.50 mm (61 O.C. 1.0. 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..PfPE IS 60.0 mm (24") OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR . JO INT SHALL BE COMPLETELY` FILLED WITH MORTAR AND NEATLY POINTED. II. 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 METRIC 380 - 2 SHEET 2 OF 2 CONCRETE COLLAR FOR RCP ' 300 mm 12" THROUGH 1800 mm 72" n r • d' In O O N 00 r - L0 0) O I • C� C/) 0 O O Q�pFE, O ~� 9� CD 00 0 Lu vom a On � • � EXP. -�%- � ,q CIVIC. OF d' U SYI S 1 OtA NO. I VY: Q � RECORD DRAVVING, WEN P F LL L • I ATSU IZU THM ARD DRAWINAa KEEN PREPAY, IN M Ar>O L t✓ A•N D A6S0 C (A TES , INC. PWt ON THE BASIS 01: !l%+s ' 1NIwKTIQFI COMPK" AND BYOTHM. THEENGINEERW LrNE °1302 P1TTS6(A9,GcN 8.V� SUITE 230 N0 POR ANY ERRORS OR OMlSEIONS IIMNCl1 z R.A•N C 140 C11►�tctcAO1wGa, CA . CII -130 lINOORPORAiED INTO TME DoT W P13-0 ]JE : al q) 41D1 - (032'1- O O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL O QROFESIN o R•c�Fy PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA O� 00 00 VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS STORM DRAIN IMPROVEMENT HEREON AND CARRIED FORTH IN A DILIGENT MANNER, . � oa � z SURVEYORS LAND PLANNERS �SHOWN DRAWN BY: SOUTHRIDgE VILLAGE SCALE: THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND No. 024725 * Exp.12/31/05 * CIVIL \�� 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 TWHAS TRA 1424%5 DE! /� SHOWN U a) D j DESIGNED BY: DJH DATE: 06-06-2005 LWA)ER SUPERVISION- CHECKED BY: APPR DRAWING NO.: STANDARDS IN EFFECT. OF C� ` ?� DRG . _ - Z 3876 5 5 j< G'ORb DR4 WING, L M�(�� 3 DONALD R. GORDON R.C.E. 24725 DATE ARDO S OVAL -CITY ENGR. R.C.E: 51152 DATE