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HomeMy WebLinkAbout3516-14B 0: EDGES TO BE ROUNDED GY TO 75mm(39R J C± �' J C 4 ✓i --R = 1 D - {- SPUR 3 I _ E mm (s'1 MI - MIN. H ALL STEEL REINF. 15M PROMULGATED BY THE ' ! ' O 100 mm (94 O 411 OC ` dll 321-1 1992 REV. 1996 I DETAIL "N" PLAN es 12 (RINGS AND COVER NOT SHOWN) PLAN c _ in E ,D p p SEE NOTE I (SHAFT NOT SHOWN) 375 15 110 41/4 STREET GRADE MANHOLE FRAME CONCRETE RINGS C± �' J C 4 ✓i --R = 1 D - {- SPUR 3 I _ E mm (s'1 MI - MIN. H ALL STEEL REINF. 15M TABLE OF VALUES FORM (SEE NOTE it SECTION PAVED STREET UNPAYEO STREET MAX. MIN. MAX MIN. A -A867 mm 12'-101/24 1060 mm (3'-6•) C -C 282 mm q19 217 mm (8 1/21 1410 mm (169 1 360 mm (159 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE ' ! ' O 100 mm (94 O 411 OC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE o�� 321-1 1992 REV. 1996 I DETAIL "N" PLAN es 12 (RINGS AND COVER NOT SHOWN) PLAN c _ in E ,D p p SEE NOTE I (SHAFT NOT SHOWN) 375 15 110 41/4 STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE 600 24 140 5 1/4 AND COVER PER PER STD, PLAN 324 25 mm x 25 mm 825 33 160 61/4 610 mm STO. PLAN 630 OMIT THIS STEP t5'xl•1 w (249 IN PAVED STREETS RING SEAT SD .4 n MANHOLE SHAFT 225 mm (9 1200 48 210 8 Wm 90� 1350 54 230 9 1425 57 240 91/4 PER STD. 400 mm (I61 FOR 610 mm 1650 66 260 101/4 1725 69 280 10 3/4 WEc 1950 78 300 H 3/4 PLAN 324 PAVED STREETS. -__ (24") 90 340 O v' E 0 d E 0 O a 900 mm (3'-0') 650 mm (2'-2') E E 0 N 1 125 xw 5' 2550 102 400 151/2 2700 1 108 410 16.- N o 3150 126 440 17 STREETS FOR UN- 3450 138 450 171/2 p T 1050 mm (3'-69 T -- W ly PAVED STREETS LINE % J l- e�?R uj� NO. 36637 c = zom MADaEAAW W 10601 CHURCH STREET , STE. 107 RANCHO CLIC MO GA CA 91730 STORM DRAIN IMPROVEMENT PLANS to N = z 5 mm 125 mm It 50 mm (51x2') PIPE SEAT T 2 EXTRA 15M("4) ON 2 SIDES OF tr STEPS TRACT NO. 16427-3, 41 5 $AAs SHOWN 0 mm (3lit:'- ' ROUND EDGES 15 mm a > li 100 mm OF INLETS 1/2' AND COVER I �\ I 2S mm (5') ROUND EDGES CATCH BASIN E x (12')MAX. (3')R MANHOLE FRAME E i I I I 15 mm (I/ ' INLET E LEVATION SECTION C -C APPLIES AT THIS iv POINT SECTION A -A STATION LINE 900 mm (3'-0-) 200 mm (8') STEPS T 450 mm (181) 75 mm 13'1 JO i� OPTIONAL SUBGRADE x 100 mm (41) I I L+2T-200 mm t8') 100 mm (4.11 CATCH BAS NIC CONNECTION 260 mm (S1) 1000) 200 mm (8' B OPTIONAL BOTTOM GRADE POINTS, CL t �_ SEE NOTE 5 i SECTION B -B TABLE OF VALUES FORM (SEE NOTE it SECTION PAVED STREET UNPAYEO STREET MAX. MIN. MAX MIN. A -A867 mm 12'-101/24 1060 mm (3'-6•) C -C 282 mm q19 217 mm (8 1/21 1410 mm (169 1 360 mm (159 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE7O PIPE ONE OR BOTH STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE MAINLINE ID'S 825mm- 33" OR SMALLER. 321-1 1992 REV. 1996 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISM O 300 nim (.4 0 L/2 (TYP.)-% gw OR EXIST. PIPE FLOW A •330-C-23 (560-0-3250) CONCRETE 25 mm (11) (TYP.) 90 TSR P FLOW 15M 0 300 (.4 O 12') 3-15M (.4) CIRCULAR TIES. SEE NOTE 9 150 mm 6.1 MIN 71 - CUT NO. 2 CUT NO. I LINE - -CUT CUT 90, NO. 2 LINE 16 0 Mml_N CUT NC 6.1 3.14 (DO DETA I L "A' ISEE NOTE 10) SONO -TUBE, OR EQUAL. INTERIOR FORM CUT NO. It 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 (D(rD ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE D L T 300 mm (12') 300 mm (12.1 100 mm (4.1 450 mm (189 300 mm (12•) 125 mm (59 600 mm (24•) 300 an 029 150 mn 161) 750 mm (301) 450 mm 1187 175 mm (7-) 900 mm (369 450 mm (189 225 mm (9.1 1050 mm (42. 450 mm (18-) 225 mm (9•) 1200 mm (48. 450 mm tl8-) 250 mm (101) 1425 mm (57'1 450 mm (181) 250 mm (10•) 1500 mm (60' 525 mm (219 275 mm (no) 1650 mm (66' 525 mm (219 275 mm .iim 1800 mm (7r)l 600 mm (24. 300 = (12' INTER IDR SURFACE OF PIPE DETAIL 'B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRONIFULGATED BYANDATHE PUBLIC WORKS CONCRETE COLLAR FOR RCP STANDARDEETTR�" STANDARDS INC., GREEN KCC�ITTEE 300 mm 12" THROUGH 1800 mm 72" 380 - 2 ' 1�B SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (61) WHEN LARGER VALUES OF M WOULD R - EDUC EH IN - ECTION C C TO 1060 mm (3 6 OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0"), BUT MAY BE .INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER, 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0') AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (8'-O"). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm 051 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC SHEEHET - 1 T 2 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33" OR SMALLER TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCR/PAON 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((31) 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 (6"). 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. D=DI OR D2. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND WHEN DI IS 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 (211) AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. CIRCULAR TIES= PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (21") OR LESS 3 600 mm (241 TO 750 mm (30') 3 825 mm (330) TO 1425 mm (571 4 1500 mm (60') TO 1800 mm (724) 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 (61) 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 (241) 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 6TANOARO PLAN 380 - 2 SHEET 2 OF 2 CONCRETE COLLAR FOR RCPMETRIC 300 mm 12" THROUGH 1800 mm 7211 II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - )F THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (361) IN DIAMETER. B. SEE 'SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (80.) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (61. C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. ' 13. MANHOLE: SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A, MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A. PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914.mm (361) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 2ME1-1 TRIC ID'S 825mm 33' OR SMALLER SHEET 3OF3 E LATERAL / CONNECTOR PIPE 10MO450 mm 03 OR 040181 OC ROUND EDGES TO RADIUS G OF APPROXIMATE ID OF LATERAL. MAXIMUM S 900 mm (36.1 0p F A&8 BARS 150 m (61 tL CMAIN LINE NOTES ) �DU%D EDGES 50T0 mm (31 R al IIIIII11111 I" " ..� STATION STATION N' MIOM 03 OR .4), SEE NOTE 4 STATION PL 0 BARS PLAN D BARS ---N OR 41 -.-+-.-rte.-.-.-.-rte-.• �-.�� TABLE FOR DIMENSIONS AND BAR SIZES TRANSITION STRUCTURE OR B (mm) (INCHES) (mm) F OR T (INCHES) 44DZ m 0 m a a PIPE TO PIPE - 300 12 110 4 c _ in E ,D p p c o '" - USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 375 15 110 41/4 450 18 120 4 1/2 525 21 130 5 600 24 140 5 1/4 675 27 140 51/2 750 30 160 6 825 33 160 61/4 900 36 170 6112 975 1 39 180 7 1050 42 190 71/2 0 O E E e�e 0 N O ,a=, E E '^ n 1125 45 200 7 3/4 1200 48 210 8 1275 51 1 220 8 1/2 1350 54 230 9 1425 57 240 91/4 1500 60 250 91/2 1575 63 260 10 1650 66 260 101/4 1725 69 280 10 3/4 1800 72 280 II 1950 78 300 H 3/4 2100 84 320 121/2 2250 90 340 13 1/4 0 d E 0 O a C .� x E 0 o co E E 0 N 2400 96 360 14 2550 102 400 151/2 2700 1 108 410 16.- 2850 1 114 420 16 1/2 3000 120 440 17 3150 126 440 17 3300 132 430 171/2 3450 138 450 171/2 3600 144 460 18 �DU%D EDGES 50T0 mm (31 R al IIIIII11111 I" " ..� STATION STATION N' MIOM 03 OR .4), SEE NOTE 4 STATION PL 0 BARS PLAN D BARS ---N OR 41 -.-+-.-rte.-.-.-.-rte-.• �-.�� 15M0450 mm 040189 OC. BOTH WAYS. TO BE USED WHEN B IS 1500 mm (609 OR MORE E MAIN LINE -A SECTION N' -N" -N"' PROJECTED ON M -M -N'" AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED TRANSITION STRUCTURE STANDARD PLAN METRIC ANDARDE PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE PIPE TO PIPE - 340-1 15M0450 mm (=4018') OC, SHEET 1 OF 2 BOTH WAYS, TO BE USED WHEN REV' 1998 D2 IS 1500 mm (60') OR MORE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LONGITUDINAL SECTION D BARS A BARS IOM 03 I OR •4) F BARS No FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 100 mm (4•)R p IOM0450 mm (038 OR B BARS (� m : m HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS -- ELEV. R 7 R.S.B. 111199-10J ELEV. S FLOW 15M0450 mm 040189 OC. BOTH WAYS. TO BE USED WHEN B IS 1500 mm (609 OR MORE E MAIN LINE -A SECTION N' -N" -N"' PROJECTED ON M -M -N'" AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED TRANSITION STRUCTURE STANDARD PLAN METRIC ANDARDE PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE PIPE TO PIPE - 340-1 1982 19 SHEET 1 OF 2 �A REV' 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION = SOUTHERN CALIFORNIA CHAPTER PUBLIC PROMULGATED K;WORKS STANSTANDARDS '15M 0 300 mm040124 FACE PLATE ASSEMBLY GREENBOOK COMMITTEE EACH WAY 3 mm(I/41)R STREET. 6UTTE(t. . 300 - REV. 19% SHEET 1 OF 2 �A OR LOCAL DEPRES- SION SURFACE PART, ON THE BASIS OF INFORMATION COMPILED AND v a NO,C4L7R4NS 36631 BENCHMARK 8-17, A BRASS CAP IN THE CO CRETE BASE OF THE BASIS OF BEAR/NGS FOR THIS MAP IS THE CL OF L REEK RD. Z FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 100 mm (4•)R THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND 0.2 M/ WEST SHOWN AS N00'15�E ON #,MORD OF SURVEY OP RLED IN (� m : 3° 2 SLOPE HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS -- OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J FLOW A RESULT THEREOF. - rc a 75 mm OF SIERRA AVE. Q LINE v (3•)R (� FACEDOWEL PLATE ENGIZ (TYP.) DATE~ SHOULD SHOULD E Prepared Under The Supervision Of : SCORING , , LINE CURB LINE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE e�?R uj� NO. 36637 c MADaEAAW W 10601 CHURCH STREET , STE. 107 RANCHO CLIC MO GA CA 91730 STORM DRAIN IMPROVEMENT PLANS to N I I tF. 2 EXTRA 15M("4) ON 2 SIDES OF STEPS TRACT NO. 16427-3, 41 5 $AAs SHOWN MANHOLE FRAME I I I 100 mm m„ AND COVER I �\ I (41MIN. 300 mm 75 mm CATCH BASIN E (12')MAX. (3')R MANHOLE FRAME E i I I I a AND COVER o iar iv JO i� OPTIONAL SUBGRADE CONNECTOR PIPE CATCH BAS NIC CONNECTION 1000) B STEPS c 1 CL t �_ 0.0 Oo SECTION A -A _ C 100mm (4•)R 200 mm(6') IOM(.IOM(.4)) 1I 900 -- I 0:c I coI IiP DOWEL (TYP.) � P PLAN STRUCTURAL WALL AND REINFORCEMENT MAX MAX W V 1.0 m(3.51 2.4 W89 150 1.0 m(3.51 3.5 M029 1 200 2.0 m(7') 1.8 m(6') 150 DOWEL DETAIL. END WALL DATA SLAB DIMENSIONS REQUIREMENTS AND 1 IF REINFORCEMENT REQUIRED IN FRONT IREAR BOTTOM WALL IWALLI SLAB mm(6') 150 mR(69 I � 4T--4@ IZh OC-, mm(8•) 1 200 nvMS') mMG') 150 mm(69 AMERICAN PUBLIC WORKS ASSOCIATION = SOUTHERN CALIFORNIA CHAPTER PUBLIC PROMULGATED K;WORKS STANSTANDARDS B\DARD� CUR•OPENING CATCH BASIN STANDARD PLAN METRIC - GREENBOOK COMMITTEE IN4 [ 300 - REV. 19% SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0. SHALL NOT EXCEED 5045'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED_BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE.STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM O 450 mm (+3 OR #4 O 18') OC OR LESS. 5. ELEVATION S APPLIES AT'INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINEA CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. _ WHEN THERE IS NO SPUR REQUIRED, A 81 B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND :ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY; ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251. IF THE COVER EXCEEDS 7.5 m (251 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED"ON THE PROJECT DRAWINGS. 12., 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 340-1 SHEET 2 OF 2 TRANSITION STRUCTUREMETRIC PIPE TO PIPE 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, BASIN. COLOR,fINiSH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE 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 E 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: 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(129. ,VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(3") PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(31) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE TATS 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-I/29. 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-2 -� CURB OPENING CATCH BASIN SHEET 2 OF 2 O U) W m Qo RECORD'DRAWINGAA -� " THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN [ c: ;a Tau: BENCH MARK-* / 8-17 BASIS OF BEAR/NGS Q PART, ON THE BASIS OF INFORMATION COMPILED AND © a NO,C4L7R4NS 36631 BENCHMARK 8-17, A BRASS CAP IN THE CO CRETE BASE OF THE BASIS OF BEAR/NGS FOR THIS MAP IS THE CL OF L REEK RD. Z FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH €xf ; THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND 0.2 M/ WEST SHOWN AS N00'15�E ON #,MORD OF SURVEY OP RLED IN I'+ HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS OF SAN SEVA/NE RD., 2.6t M/ WEST R.S.B. 111199-10J A RESULT THEREOF. - �°� � `'�17 �9 OF SIERRA AVE. Q ELENA ADN.• 11428.09 (� DA 7E ENGIZ C/TY DATE~ SHOULD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : C� O� F�ONT/4NA� IN , , COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE e�?R uj� NO. 36637 c MADaEAAW W 10601 CHURCH STREET , STE. 107 RANCHO CLIC MO GA CA 91730 STORM DRAIN IMPROVEMENT PLANS to N DRAN9� �� TRACT NO. 16427-3, 41 5 $AAs SHOWN 10Ec FD aw&.W7MOr/401-34-4 n CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: 06-30-04 pyONE ?909 948-1311 DESIGNED BY 8[ 704ZI DATE,• co MA D I JULY 2003 N 'TRkCT 1 p /V \ THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN FAPPR Der. FCAL\ to �� CHECKED BY:III DRAWING NO.: 14 EFFECT. RCE 36637 EXP. 0 -30-04 /4 /� 3516 Z WENDELL L. IWATSURU MA CITY ENGINEER ( ( ® 14 R.C.E. 51152 DATE " S JAl 26-1769\storm\sd 1 4.dwa. 02/18/2004 04:27:23 PM. DM