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Home My WebLink About3522-2(� 15M O 300 mm(s401211 FACE PLATE -- �) EACH WAY- ASSEMBLY W f- 0 v J c 3:2 SLOPE PLATE ' FLOW LINE DOWEL STANDARD PLAN i 165 mm t3')R " 75 mmrt�L REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1050 mm (4 21 190 mm 1/21) (TVP.) 195 mm 7 3/4• 1200 mm 48•1205 mm 8' 1275 mm 5t' 21 m I/ SCORING 0 mm EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE 1425 mm 57' 1500 mm 0` 40 m 41 9 1/21 75 mm 63• 55 mm 10•50 mm(66' r 0 m LINE mm (69•) CURB LINE2 10 /4' 00 mm t72•) 280 mm (II• 1950 mm 781 3 II 3/4' 2100 mm (041 320 mm EXTRA 15M(*4)STEPS:ON 2250 mm (901 335I 1/ ' 2400 mmq0149 55 mm 140 2550 mm395 mm (!5 1/2•) ?0 mm405 2 SIDES OF 2850 mm420 000 (120, mm (16 1/2•) 430 mm 171 3150 mm I 430 mm 079 3300 mm I 445 mm 3450 mm fl8• MANHOLE FRAME I AND COVER It •455 mm(181) 100 m . A. D2=2400 mm (96') OR LESS. L=1.7 m (5'-6'). P=130 mm (5") 15. WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS SPECIFIED B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0•), P=210 mm (8') REFER TO STANDARD PLAN 326. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE CATCH BASIN ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (6") OC. MANHOLE FRAME I AND COYER M C4 I o IL 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER �11 LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329. > REFER TO THE PROLONGED INVERT GRADE LINES. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED L GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR FACES UNLESS OTHERWISE SHOWN. SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL ' �z EOPTIONAL.SUBOR 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: ADE CONNECTOR PIPE \ 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER <� EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY OR MONOLITHIC CATCH BASIN 326 MANHOLE SHAFT - 900 mm (36") WITHOUT' REDUCER BE: PLACED AT SPRING LINE. 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC CONNECTION STEPS 1If_ 4Lcco,� 1 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER SECTION A -A �! N d I ( 1100 mm (4•)R 200 mm(e') IOMI.41 - � 635 STEEL STEP go" -\A 9. D BARS SHALL BE 15M(04) FOR D2=975 mm(39m) OR LESS. 15M(•5) FOR I " I DOWEL (TYP.) g PLAN P DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PUBu BOOKC�N� SING. flREENBgOKCOMMITTEE CURB�OPENING CATCH BASIN STANDARD PLAN 1984 165 mm 300-2 REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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 mm01) 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: 8 = 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(4.59. 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(12•). 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(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(121) 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(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOI ING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATH 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. AFT"_=RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-2 CURB OPENING CATCH BASIN F SHEET 2OF2 I 41 CAM -3 CATCH BASM Of F OPTIONAL OUTSIDE f EDGES TO BE EDGE OF CONCRETE ROUNDED TO D BARS B 75 mm (3') R 75 mm (31) OC R r IONO3) TIE BAR iP - R=ID OF SPUR ct' TC 4-20M(46), E BARS At975 mm ' SEE NOTE 2 3') LONG. -a L J 4-I5M(64) H D BARS _-IOM(�3) TIE BAR BARS 900 mm 73 mm (31 OC, 1.2 m j (3'-0•) LONG SEE NOTE 9 n l 3-15M(+4) J BARS 1.4 m (4'-0•) (4'-8•) LONG 75 mm(3•) OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F DL F (61 OC TO INSIDE EDGE OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE I) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE fflSTD. PLAN 630 610 mm (241 MANHOLE SHAFT s 125 mm x 50 mm w `v of PER STD. i5.x2.) m SEAT LEVEL.PLAN 324PIPE SEAT Se 1- [PIPE SEE NOTE 8 900 mm (3'-01 W 0 y1 E BARSwLl 1` E BARS r' LL o iv TIE BARS STEPS rlD S mm TIE BAR -� E S' BARS125 mm (5') F J BARS =700 IPROUND EDGES 4'),(2'-4•) TO 75 mm (31) R SPRING LINE I5M(r4) 0 450 mm INLET (18') OC BOTH - ELEVATION GRAD7POINTS, WAYS TO BE USED APPLIES AT SEE WHEN D2 IS 1500 mm THIS POINT (601 OR OVE TABLE OF VALUES FOR F D2 QUANTITY F 900 ITIM (361 165 mm 791 975 mm 39" 18 CONSTRUCT 66" RCP (D -LOAD PER PROFILE) 1050 mm (4 21 190 mm 1/21) 1125 mm (451) 195 mm 7 3/4• 1200 mm 48•1205 mm 8' 1275 mm 5t' 21 m I/ 50 mm 0 mm EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE 1425 mm 57' 1500 mm 0` 40 m 41 9 1/21 75 mm 63• 55 mm 10•50 mm(66' r 0 m 10 1/4•25 mm (69•) 27 m 10 /4' 00 mm t72•) 280 mm (II• 1950 mm 781 3 II 3/4' 2100 mm (041 320 mm 12 1/2" 2250 mm (901 335I 1/ ' 2400 mmq0149 55 mm 140 2550 mm395 mm (!5 1/2•) ?0 mm405 mm (16" 2850 mm420 000 (120, mm (16 1/2•) 430 mm 171 3150 mm I 430 mm 079 3300 mm I 445 mm 17 1/21) 3450 mm fl8• 445 mm (17 1/2 •455 mm(181) CONS TI qUC TION NOTES QUANTITY ESTIMATE NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT 11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE) 791 L.F. 26 CONSTRUCT 66" RCP (D -LOAD PER PROFILE) 1320 L.F. 41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 10 PLAN 324 PER DETAIL SHOWN HEREON. STRUCTURAL DATA MODIFIED AS SHOWN. SEAT5 mm (51x1') E.A. 42 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA 4 E.A. EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE STD PLAN 320-1 PER DETAIL SHOWN HEREON H BARS MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N•. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED 43 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA 1 E.A. PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (480) OR LESS, CENTER STD PLAN 321-1 PER DETAIL ON SHEET 3 SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. 45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE 4 E.A. PER APWA STD PLAN 332-1 PER DETAIL ON SHEET 3 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF 46 CONSTRUCT CONCRETE COLLAR PER APWA 380-3 PER DETAIL ON SHEET 3 1 E.A. 47 CONSTRUCT TRANSITION STRUCTURE PER APWA 340-1 PER DETAIL ON SHEET 3 1 E.A. �l 6•) SEE NOTE 1) SECTION 'PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 867 mm (2'-10 1/2' 1060 mm C -C 282 mm 11•) 1217 mm S 1/2' 410 mm (I6') I 380 mm 15' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PER STD.STREET NOTES PLAN 324 I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS SEAT5 mm (51x1') B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR THAN 867 mm (2'-10 I/2'I FOR PAYED STREETS OR 1060 mm (3'-60) FOR UN- PAVED STREETS, CONSTRUCT EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE n'�'_ H BARS MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N•. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED STEP IN NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (480) OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. STREET OF SHAFT MAY BE LOCATED PER NOTE 2. VARIABLE C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO 25 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF THE MANHOLE BE GREATER THAN 750 mm (30.). STORM DRAIN WHEN DIAMETER DI IS 1200 mm (480) OR LESS. IN WHICH CASE 150mm (6 LL 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN E BARS PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45" WITH CENTER LINE 50 630 UNLESS OTHERWISE SHOWN. PAVED STREETS. F AND OMIT J BARS. TIE BARS 650 mm (2'-2') FOR 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. J BARS ON THE PROJECT DRAWINGS: A. D2=2400 mm (96') OR LESS. L=1.7 m (5'-6'). P=130 mm (5") 15. WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS SPECIFIED B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0•), P=210 mm (8') REFER TO STANDARD PLAN 326. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SHALL BE CONTINUED 150 mm (6") OC. SPECIFIED REFER TO STANDARD PLAN 32$. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329. REFER TO THE PROLONGED INVERT GRADE LINES. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR FACES UNLESS OTHERWISE SHOWN. SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL ' 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 326 MANHOLE SHAFT - 900 mm (36") WITHOUT' REDUCER BE: PLACED AT SPRING LINE. 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 630 610 mm (24•) MANHOLE FRAME AND COVER SHOWN ON TABLE SH. 2. 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 9. D BARS SHALL BE 15M(04) FOR D2=975 mm(39m) OR LESS. 15M(•5) FOR 636 POLYPROPYLENE PLASTIC STEP D2 =1050 mm (42') TO 2100 mm (84.) INCLUSIVE AND 20M(#6) FOR D2=2250 mm (90") OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE10 SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (148) TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (244) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. STANDARD PLAN METRIC 320-1 SHEET 2 OF 4 L 4� TABLE OF VALUES FORM SEE NOTE 1) SECTION 'PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 867 mm (2'-10 1/2' 1060 mm C -C 282 mm 11•) 1217 mm S 1/2' 410 mm (I6') I 380 mm 15' ROUND EDGES TO 75 mm (3•)R SECTION C -C AMERICAN PUCLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY'ME PUBLIC WORKS STANDARDS INC., SECTION 1:5-1:5SECTION STA LAN A -A ID=900 mm 3611OR LARGER METRIC 320-1 REV. i9es CONCRETE RINGS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PER STD.STREET GRADE PLAN 324 SEAT5 mm (51x1') R NG OMIT IS n'�'_ H BARS STEP IN PAVED SEE TABLE -$® STREET VARIABLE 25 15 0 mm H BARS 150mm (6 LL 2 E BARS 400 mm (16') FOR 50 I01M(93 OR •4) PAVED STREETS. F 16`) TIE BARS 650 mm (2'-2') FOR UNPAVED STREETS J BARS ROUND EDGES TO 75 mm (3•)R SECTION C -C AMERICAN PUCLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY'ME PUBLIC WORKS STANDARDS INC., MANHOLE PIPE TO PIPE- MAIN LINE STA LAN GREENSOO1902 KOOMITTEE ID=900 mm 3611OR LARGER METRIC 320-1 REV. i9es USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 AMERICAN PU3-LIC WORKS ASSOCIATION - SOUTHERN CALIFOnNIA CHAPTER sraNDARo PUN METRIC MANHOLE PIPE TO PIPE @,��IAIN LINE ID=900 mm 36" OR LARGER AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PLAN sraNDARo PUN METRIC METRIC SHEET 4 OF 4 Q�pFESS rr, No. 63494 � Exp. Sept. 30, 2008 � CIV11. gTE MA TIiEW C. HICKS RCE N0. 63494 EXP. 09-30-08 DATE:LO 5 %J- sJ METRIC f��IANHOLE PIPE TO PIPE MAIN LINE Q�pFESS rr, No. 63494 � Exp. Sept. 30, 2008 � CIV11. gTE MA TIiEW C. HICKS RCE N0. 63494 EXP. 09-30-08 DATE:LO 5 %J- sJ