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Home My WebLink About2740-6STD. PLAN 324 I ~ ' W W U) 125mmx50mm(5•x 2') PIPE SEAT 125mm (5') 900 mm I TABLE OF VALUES FOR M (SEE NOTE 1) SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT PAVED STREET UNPAVED STREET MAX. I MIN. MAX. MIN. 8 - B DRAWINGS. EXCEPT THAT 5. BARS ON EACH SIDE OF C - C 282 mm(II•) 217 mm (8 1/2') 410 mm(16') 380 mm (151 STORM DRAIN SHAFT SHALL BE NOT SMALLER THAN 15M @ 100 mm 1992 1992 (12") MAX, EVENLY SPACED W = (05 Q 41 OC OR EQUIVALENT SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MANHOLES A S = 400 mm (16") MAX, EVENLY SPACED H 350 mm (14") MIN Zld mrn mm NOTES (2- /2) DRAWN 1 '; 1 I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS �19 mm (3/4") THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-60) FOR DATE: JAN. 2000 ISMO 100 mm (•s o 4•) oc x Ls m (5•-0') LONG UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C. mm (1") B OR Ct - I tB OR C SECTION A - A 1 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING,APPLY AT CENTER - , LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT. 4 mm (5/32") 35 mm (1-3/8" ___77t- mm (5/8') 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE 5 BARS 2.1 m (7'-0•) LONG. 100 mm (4.) OC, mm (5/32') SURFACES UNLESS OTHERWISE SHOWN. - ---�� -. - OF SIZE SHOWN FOR TRANSVERSE STEEL. BUT NOT SMALLER THAN I5M(•5) BARS.WARP THESE AFOR 4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE ♦� HAVE BEEN CUT SHRS AFTOPENING A SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. PLAN 695 mm (27-3/8") STREET GRADE CONCRETE RINGS (SHAFT NOT SHOWN) PER STO.PLAN 5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. 324 UNLESS OTHERWISE SHOWN. 125 mm x 25 mm (5'x 2.1 m (7'-0') 1') RING SEAT 6. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 610 mm ( (240) 7. WHERE A MANHOLE' SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED 125 mm W • .Y.-.-.•L..A-&A-& l.�-a�rr .-__a-s-,�rs m 95 mm A REFER TO STANDARD PLAN 326. (5.) E iv E iv I ( 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS OMIT FILLET I w o - o -_ UNDER SHAFT SPECIFIED REFER TO STANDARD PLAN 328. SECTION A V,� v 1T5 mm (T•) I I v' A - 9. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER (I 8 STEPS IS SPECIFIED REFER TO STANDARD PLAN 329. 1 COVERPER MANHOLE FRAME STDPLAN SECTION C - C HIS NVALUESOE IO DIMENSIONS METRIC AND ENGLISH . 630 STREET GRADE 19 mm (3/4"} r< EXACT EQUAL VA. LUES. IF FMETRIC ARE USEDR ALLVALUES USED FOR SEE NOTE I 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. W J MANHOLE SHAFT PER a THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: STD. PLAN 324 I ~ ' W W U) 125mmx50mm(5•x 2') PIPE SEAT 125mm (5') 900 mm I TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. I MIN. MAX. MIN. 8 - B - 867 mm (2'-10 I/2') - 1060 mm (3'-6• C - C 282 mm(II•) 217 mm (8 1/2') 410 mm(16') 380 mm (151 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER 630 610 mm' (240) MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER -- t3' -o•) �• I 636 POLYPROPYLENE PLASTIC STEP OMIT FILLET UNDER SHAFT• 175 mm (7') STEPS • SECTION B - B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER D + E _ SYMMETR ICAL_ ABOUT 19 mm 1 (3/4'`) DIA r TOP END - TYPE 1,2OR3 A W - i 83 mm A SIDE SECTION A- A 38 mm 38 mm S/2 )�V'-' / MIN DIA 15' MIN BEND 25 'mm TYP E 1 TYPE 2 (1") MIN E D S 51 mm (2„)IL TYP E 3 END DETAILS -SIDE VIEW INSTALLATION DETAIL UNLESS OTHERWISE NOTED: D = PROMULGATED BY THE MANHOLE - CONCRETE BOX STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., (6") OR T - 25 mm (1"), WHICHEVER IS LESS MINIMUM GREENBOCOMMITTEE STORM DRAIN 323;.. 1 1992 1992 (12") MAX, EVENLY SPACED W = REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION D + E _ SYMMETR ICAL_ ABOUT 19 mm 1 (3/4'`) DIA r TOP END - TYPE 1,2OR3 A W - i 83 mm A SIDE SECTION A- A 38 mm 38 mm S/2 )�V'-' / MIN DIA 15' MIN BEND 25 'mm TYP E 1 TYPE 2 (1") MIN E D S 51 mm (2„)IL TYP E 3 END DETAILS -SIDE VIEW INSTALLATION DETAIL UNLESS OTHERWISE NOTED: D = 175 mm (7") E = 150 mm (6") OR T - 25 mm (1"), WHICHEVER IS LESS MINIMUM E IS 75 mm (3") S = 300 mm (12") MAX, EVENLY SPACED W = 400 mm (16") MIN FOR MANHOLES AND UNDERGROUND VAULTS: S = 400 mm (16") MAX, EVENLY SPACED W = 350 mm (14") MIN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUDUC WORKS STANDARDS INC., STEEL STEP STANDARD PLAN METRIC. GREENSOOK COMMITTEE R - 344.5 mm (13-9/16*) 5 1984 + • • • ! I .635 -2 REV. 1992.19W SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION r AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 323-1 MANHOLE - CONCRETE BOX STORM DRAIN MAIC LA" SHEET 2 OF 2 NOTES: 1. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BE POLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO STD PLAN 636. 2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.' 3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN. 4. BOTTOM STEP SHALL BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF. 5. STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HOLES AND SET WITH HIGH STRENGTH NON -SHRINK GROUT, 40 MPa (6000 PSI) MIN. STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE. 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED; ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 635-2 STEEL STEP MAIC LA" SHEET 2 OF 2 0 .LIFTING SLOT LIFTING SLOT IF SPEC'D' 15mmR (5/8") i DIA TOP OF COVER BOTTOM OF COVER MAIC LA" PUBLIC ENBO COMMITTEE GREENBO COMMITTEE R - 344.5 mm (13-9/16*) 630-2 19 1984 1984 REV. 19M + • • • ! I 20 mm7 (25/32 EO SPACES AT 40.5 mm 1-19 32" ,CHANGED SHEET NUMBERING TO 20 15 mm (19/32") mm (3/16') R 5 mm (3/16") 25 mm ,32 mm Zld mrn mm 38 mm (2- /2) DRAWN 1 '; 1 � �19 mm (3/4") DESIGNED- RD DATE: JAN. 2000 ts/74m 2") mm25 mm (1") SECTION A - A 1 22 mm (7/8") 5 mm (3/16" 4 mm (5/32") 35 mm (1-3/8" mm (5/8') CITY ENGINEER R.C.E. a DATE: mm (5/32') J mm (3/4") 38 mm 695 mm (27-3/8") (1-1/2") 152 mm 95 mm A - (I 8 1 610 mm (24") 108 mm 4-1 /4 19 mm (3/4"} r< 826 mm (32-1/2") FRAME DETAIL SECTION THRU FRAME AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE 610 mm (24") MANHOLE FRAME MAIC LA" PUBLIC ENBO COMMITTEE GREENBO COMMITTEE AND COVER 630-2 19 1984 1984 REV. 19M + • • • ! I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS, AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 65 mm (2-1/2") HIGH WITH 15 mm (1/2") LINE WIDTH, AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 118 kg (260 LBS). WEIGHT OF COVER SHALL BE 79 kg (175 LBS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 180 kN (40,700 LBS). 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDED WITH SOCKET -SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 20 mm x 20 mm (3/4" x 3/4") STAINLESS STEEL SOCKET - SET SCREWS WITH 10 mm (3/8") RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL_ VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 630-2 610 mm (24") MANHOLE FRAME & COVER SHEET 2 OF 2 TWO WORKING: TDAYS BEFORE YOU 1IG REVISION DESCRIPTION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL I CARRIED FORTH IN A DILIGENT MANNER,• THE CITY ENGINEER aREQUIRE REVISIONS TO THE PLANS O BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. + • • • ! I Prepared � d6. I ,CHANGED SHEET NUMBERING TO 20 ,.IT10i 13ASIELIME AVESAU'll 04TORM ..DRAIM-PHASCR 01 DRAWN 1 '; 1 � DESIGNED- RD DATE: JAN. 2000 � RJACHECKED •• - '1 1 CITY ENGINEER R.C.E. a DATE: Filename: L:\DWG\12102\S1-SDO6.DWG