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HomeMy WebLinkAbout3640-315M 0 300 mm (•4 0 12' L/2 (TYP.)---h I 330-C-23 (560-C-3250) CONCRETE I tv / NEW OR EXIST PIPE 3 FLOW FLOW 15M 0 300 mm (a4 0 12•) 3-15M (•4) CIRCULAR TIES. SEE NOTE 9 150 mm 6') MIN CUT - ---- NO. 2 CUT N0. 1 LINE 4_ 0 0 In CUT 90° NO. 2 LINE ISO mm CUT N( 6'} MfN 3.t4 tD0 DE T -A I L "A* (SEE NOTE 10) SONO -TUBE. OR EQUAL, INTERIOR FORM CUT NO.V 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 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. 25 mm (i') (TYPA D L T 300 mm (12') 300 mm (121 100 mm (4•) 450 mm (18') 300 mm (121 125 mm (5•) 600 mm (24.1 300 mm 021 150 mm (61 750 mm (301 450 mm (181 175 mm (71 900 mm (36') 450 mm (181 225 mm (91 1050 mm (421 450 mm 081 225 mm (91 1200 mm (481 4.50 mm (18.1 250 mm (101 mm 1425 mm (57'1 450 (18') 250 mm (10') 1500 mm (60' 525 mm (211 275 mm (I!') 1650 mm (66' 525 mm (211 275 mm (11-) 180(1 mm (7216 0 0 mm (24-t300 mm (12') INTERIOR SURFACE OF PIPE DETAIL "B' TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ARD pROMIRGATED BY THE CONCRETE COLLAR FOR IRCP STANMEMIC `"" '� MITI'M� 380-3 GRMfiWK °° 300 mm 12' THROUGH 1800 mm IN2 SHEET 1 OF 2 Rm EV. i USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 a U 0 ISM 0 300 mm(940(2•) FACE PLATE EACH WAY ASSEMBLY 5 mm(I/4')R STREET. GUTTER, OR LOCAL DEPRES- SION SURFACE U - 3= 2 -- i40R j w w L SLOPE FLOW LINE a v (3)Rm IFACE DOWEL CIRCULAR TIES E E WALL AND SLAB DIMENSIONS AND CATCH BASIN PLATE REINFORCEMENT REQUIREMENTS E txIMpAI1TEE 825 mm (33') SCORING l 1984 REV' 1996 - N N Ln MAX MAX LINE CURB LINE 11 + REAR BOTTOM END W V IF .4 2 EXTRA 15M(04) STEPS WALL I WALL SLAB ON 2 SIDES OF 1.0 m(3.5') 2.4 m(8') °' 150 mm(6`1 MANHOLE FRAME ) 1.0 W3.51 3.5 m(121) 200 mm(8') 100 mm In 150 mm(6'11 AND COVER 200 171m(8') 4.0 m(14') 1.2 mf49150 mm(61) (4 -)MIN. 300 mm 75 mm m 200 mm(8-) ( 250 mm(10') (121MAX. (3')R 150 rt 1(6'1 I CATCH BASIN E 150 mm(6') 200 mm(8') 0 q MANHOLE FRAME E w AND COVER 0. O I N S. - CO 2.4 m(89 200 mm(S') 200 mm(8') o� L oZ -- a� OPTIONAL SUBGRADE pRNMONO�T RICE zF CATCH BASIN O= B CONNECTION .STEPS \\ = E Q SECTION A -A w 200 mm(6') -� DOWEL (TYP.) PLAN IOM(s4) 90- E M M1 DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STRUCTURAL DATA CIRCULAR TIES STANDARD PLAN WALL AND SLAB DIMENSIONS AND CATCH BASIN METRIC REINFORCEMENT REQUIREMENTS 750 mm (30') txIMpAI1TEE 825 mm (33') 300-2GREENBOOK 1984 REV' 1996 REINFORCEMENT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MAX MAX t IF REQUIRED IN FRONT REAR BOTTOM END W V WALL I WALL SLAB WALL 1.0 m(3.5') 2.4 m(8') 150 mm(6') 150 mm(6`1 460 \2.- f 4 1.0 W3.51 3.5 m(121) 200 mm(8') 200 mm(8') 2.0 m(T) 1.8 m(61) 150 mm(6') 150 mm(6'11 2.0 MIT) 3.5 m(12') 200 mm(B-) 200 171m(8') 4.0 m(14') 1.2 mf49150 mm(61) 150 mm(6'11 2.4 m(8') 150 mm(6') 200 mm(8-) 4.0 m(149 3.5 m(12') 200 mm(8') 250 mm(10') 1.2 m(49 150 mm(6-) 150 rt 1(6'1 1.8 m(6') 150 mm(6') 200 mm(8') 0 q CO 2.4 m(89 200 mm(S') 200 mm(8') N `E E m 3.0 m(10') 200 mm(81 250 mm(109 3.5 m(12') 200 mm(8') 250 mm(10') m v : ,..no•l nR R > 19 m(4') SFF PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 SHEET 2 OF 2 CIRCULAR TIES STANDARD PLAN PROMULGATED THE CATCH BASIN METRIC PUBLIC WORKS STANDARDS INC. CURB,,OPENING CURB,OPENING 750 mm (30') txIMpAI1TEE 825 mm (33') 300-2GREENBOOK 1984 REV' 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED BY FIRM. raab @I'?el1neering, inn. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: 51) 2 - 072 FAX: ( 951) 272-0166 �-°.. 29616 SIGNATURE RCE DATE �RpFESSol �o L. R �L NO. 29616 F Exp. 3/31/07 QT9/ C I V I L 9,\� F QF CAL1F0 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 (11, 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 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. 0=D1 OR D2. 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 (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIE PIPE DIAMETER N0. OF S WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') 0. C. 10. WHERE THE PIPE IS 525 mm (211 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 CAUFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPmEm'c 300 mm 12" THROUGH 1800 mm 72" 380 - 3 SHEET2 OF NOTES: 1. 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(1') -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(4.51. 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 REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(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 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(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(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 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 SHEET 2 OF 2 CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 825 mm (33') TO 1425 mm (57') 4 1500 mm (60') TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') 0. C. 10. WHERE THE PIPE IS 525 mm (211 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 CAUFORNIA CHAPTER STANDARD PLAN CONCRETE COLLAR FOR RCPmEm'c 300 mm 12" THROUGH 1800 mm 72" 380 - 3 SHEET2 OF NOTES: 1. 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(1') -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(4.51. 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 REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(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 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(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(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 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 SHEET 2 OF 2 CURB OPENING CATCH BASIN TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGRDUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. � II .. al. Mw e SEWER AND STORM DRAIN EASEMENT 12' 6' { 6' OPENING AT WEST SIDE OF EASEMENT FOR AVOCADO CT. NOTE 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 1 x 2' M V) IA T) [Dill AD CTCrl TOP AN 5/8' SQ. x 16 GA TUBULAR STEEL FENCE PICKETS AT 4' OPENING MAX PINCH TOP ENDS TO DECORATIVE P( 2' SQ. 12 GA TUBULAR STEEL FENCE POST AT 8'-0' O.C. MA A RECORD DRAWING QROFESS/pH f NO. 29616 F` w r^ � z 4L Exp. 3/31/11 � Wt -1104 - MARK L. RAAB RCE 29616 DATE J%'9r c V I R�\P F OF CAL�F� C MAIN LINE EXISTING RCP STORM DRAIN 6" WIDE x 6" DE WITH 1 #3 REBA _ CENTERLINE OF FENCE PLAN ELI DETAIL (PER SEPARATE PERMIT) NO SCALE EXISTING RC BOX STORM DRAIN M CLASS C MORTAR CSP OR RCP U -RCP RCP --' r CSP OR RCP t CL { i UNDISTURBED EARTH ' CORRUGATED STEEL D CONNECTOR SUPPORT PIPE { (CS NBAND CONNECTOR ACROSS TRENCH NOT NEEDED FOR RCP) WITH 265 Kg -C-14 MPa (450-C-2000) CONCRETE BACKFILL. ' SEE NOTE 3 BURN OR CUT PIPE TO SURFACE OF CONCRETE AND ROUND EDGES OF RCP SECTION E - E OPT I O NAL RECTANGULAR COLLAR E DIA. OF C S P MIN. GAGE 375 mm (15') - 525 mm (211 16 MINIMUM BEARING 600 mm (241 1 14 =OD �F_SURFACE = OD/2 SECTION F F CASE 3 RCP OR CSP D = 600 mm (24') MAX. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PIPE CONNECTIONS TO EXISTING METRIC 335 - 1 STORM DRAINS SHEET" 2 OF 3 I� I TRACT NO. 16597 --- 1 CITY R.O.W. I STEEL SLEEVE EXTEND TO BE FLUSH WITH TOP OF MOW STRIP FILL WITH NON -SHRINKING GROUT AS REQ. `4 I AS AS UNDISTURBED OR RECOMPACTED SUBGRADE STRIP 1' ABOVE FINISH E (MAX.) SLOPE WITH H CRADF GENERAL NOTE I. 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. NOTES CASE 1 AND CASE 3 I. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREAT(=R THAN 600 mm (24'). 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 mm (11. THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4.- ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY BE 2 GAGES LIGHTER THAN THE PIPE. BUT WITH A MINIMUM GAGE OF 16. THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM DIMENSIONS OF 50 mm x 50 mm x 5 mm (2"x2'x3/16') AND 140 mm (5 1/21 BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT NOT MORE THAN 75 mm (31 GREATER THAN THAT OF THE RCP. 6. CONNECTOR PIPES SHALL BE NOT MORE THAN 1.5 m (51 ABOVE THE INVERT. 7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY. 8. WHEN CONNECTING TO A RCB, STANDARD PLAN 333 SHALL BE USED IF THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm (12') BELOW THE SOFFIT OF THE RCB OR THE FLOW LINE OF' THE PIPE IS LESS THAN 330 mm (13') ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE. CASE 2 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 525mm (21') OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR PRECAST Y BRANCHES. 10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE. 11. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND CASE 3. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PIPE CONNECTIONS TO EXISTING METRIC 3 - 1 STORM DRAINS SHEET30F T 3 OF 3 oATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Z, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: MLR THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY: MLR MING THEM INTO CONFORMANCE WITH CONDITIONS AND CHECKED STANDARDS IN EFFECT. MLR �I A II STORM DRAIN PLAN - TRACT 16597 SCALE: 1" = 100' DATE: AM SPECMAT1ONS JAN. 9, 2006 ' OVED B . % �.q� DRAWING NO.: 3 G tTY E 1 ER R.C.E. 51152 DATE: