Loading...
HomeMy WebLinkAbout1541-6B0 0 0 04 CL a 0 41 0 n 3-15AXo4) J BARS, A 1.4 m (4'-8') LONG, 75 mm (34 OC CONTINUE F DI F ADDITIONAL BARS 150 mm (61 OC TO INSIDE EDGE OF MANHOLE N STATION 125mmx50mm(54x 20) PIPE SEAT - IN, 3-D BARS. 75 mm (3') OC CONTINUE 150 mm (60) OC Pt -- ROUND TO 75 mm (3') R OPTIONAL FILLET T oe SPUR 150 mm (6.1 ANY STANDARD i PIPE JOINT 4-20M(96) E BARS O SEE NOTE 3 IOM 0 450 mm (03 MANHOLE FRAME OR #4 O 189) OC�0 AND COVER PER TIE BARS STD. PLAN 630 J A 8 B BARS I nrir,n., nr N t M R I D I OF SPUR t WITH A MAX. OF 1050 mm F D F. (31-61 ) MANHOLE PLAN PERF TD. (SHAFT NOT SHOWN) PLAN 324 STEPS 0 FBARS 125mmx50m (5'x2') 1.2 m OPTIONAL (4'-0') OUTSIDE EDGE OF CONCRETE Ct tc L 4-15W#4) H BARS 900 mm W-00) LONG DETAIL "N" (RINGS AND COVER NOT SHOWN) SEE NOTE 2 TIEBARS T PIPE SEAT 1 i A BARS 1 125 rnm T -TELEV. S 25 wa (5• ELEV. R (5) m SECTION G -G OMIT THIS STEP IN PAVED STREETS ::\ H BAR 150 mm (6')� 400 mm (161 FOR PAVED STREETS, 650 mm (2'-2' FOR UNPAVED STREETS 150 mm (6' TIE BARS-! yr,^ -- 1&4 B BARS 15M 0 450 mm (04 O 180) OC BOTH WAYS. TO BE 15M O 450 mm (*4 O 184) OC USED WHEN B IS 1500 mm BOTH WAYS, TO BE USED (601 OR MORE WHEN D2 IS 1500 mm (609) OR MORE SECTION N -M -P -O CONCRETE RINGS PER STREET 324 GR ADE PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE MANHOLE FRAME STREET GRADE AND COVER PER W STD. PLAN 630 J -j RING SEAT Ldd IM 205 mm 81 1- 0 BARS W TIE BARS N11 F RS 1500 mm (609 T EABARS-; TIEBARS T PIPE SEAT 1 i A BARS 1 125 rnm T -TELEV. S 25 wa (5• ELEV. R (5) m SECTION G -G OMIT THIS STEP IN PAVED STREETS ::\ H BAR 150 mm (6')� 400 mm (161 FOR PAVED STREETS, 650 mm (2'-2' FOR UNPAVED STREETS 150 mm (6' TIE BARS-! yr,^ -- 1&4 B BARS 15M 0 450 mm (04 O 180) OC BOTH WAYS. TO BE 15M O 450 mm (*4 O 184) OC USED WHEN B IS 1500 mm BOTH WAYS, TO BE USED (601 OR MORE WHEN D2 IS 1500 mm (609) OR MORE SECTION N -M -P -O CONCRETE RINGS PER STD. PLAN 324 125 mm PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE _ (5') STREET GRADE 19 1992 REV. 19% W 125 Mm x 25 mm (54 x 1") SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -j RING SEAT Ldd 1200 mm (48') 205 mm 81 1275 mm (510) 215 mm (8 1/2•) ~ 150 mm (69 230 mm (91 H BAR 0 1500 mm (609 240 mm 9 1/29 24.1 255 mm (10') 01 4 VAR I ABLE 260 mm (10 1/4') 1725 mm 691 E BARS 1800 mm (72') 280 mm (110) TIE BARS F 2100 mm (84') F J BARS 2250 mm (901 335 mm 03 1/4•) ROUND EDGES TO Lq 75 mm (39 R T T T SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE RIPE TO PIPE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE (LARGE SIDE INLET 322-1 19 1992 REV. 19% ,2250 mm (90')-3600 mm 1449 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. 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 MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45" WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2400 mm (960) OR LESS AND 200 mm (80) FOR D2 OVER 2400 mm (960). 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 THE TABULAR VALUES OF F SHOWN ON TABLE, SH. 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (120) TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC A a 8 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 15M O 150 mm (•4 0 66) SHEET 3 OF 4 Underground Servt'c;e Alert OR o 0 Cal TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Ir-- ;- SHAFT 125 mm x 50 mm (5' x2') E PIPE SEAT o �, I U- D BARS ��I 0 BARS ROUND EDGES ' I I P TO 75 mm (30) R I P 700 mm STATI1 •_4) ELEVATION II STATION ELEVATION LONGITUDINAL SECTION TABLE OF BARS SIZES L A a 8 DOR F 300 mm (121-975 mm (399 15M O 75 mm •5 0 3' 15M O 150 mm (•4 0 66) 1050 mm (421-2100 mm (84') 20M 0 75 mm 06 0 30) 15M O 150 mm (•5 0 66) ,2250 mm (90')-3600 mm 1449 M 2 150 mm ' TABLE OF VALUES FORM (SEE NO SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. I MIN. N -M -P -O 867 mm (2-I I/2' 1060 mm (3'-6') C -C 282 mm (11') 1 217 mm (8 1/21 410 mm Q 6 1380 mm (15') TABLEV L Q4 F 0 mm 36• 165 mm (6 1/2') 575 mm 180 mm (7') 1050 mm (421 190 mm 7 1/2') 1125 mm (451 195 mm (7 3/4') 1200 mm (48') 205 mm 81 1275 mm (510) 215 mm (8 1/2•) 1350 mm 230 mm (91 1425 mm 235 mm 9 1/44) 1500 mm (609 240 mm 9 1/29 1575 mm (63') 255 mm (10') 1650 mm (661 260 mm (10 1/4') 1725 mm 691 275 mm 10 3/41 1800 mm (72') 280 mm (110) 1950 mm (789 300 mm (11 3/4') 2100 mm (84') 320 mm (12 1/21 2250 mm (901 335 mm 03 1/4•) 2400 mm (96') 355 mm (14') 2550 mm (1021 395 mm (15 1/29 2700 mm (108't 405 mm 16') 2850 mm (114') 420 mm (16 1/2' 3000 mm (1201) 430 mm 071 3150 mm (1264) 430 mm 071 3300 mm (1321 445 mm (17 1/21 3450 mm (1380) 445 mm (17 1/21 0 mm 1441 45mm (1 81 TABLE OF VALUES FOR T B 7- 300 mm (12') 100 mm (41 375 mm (15') 110 mm (4 1/4') 450 mm (18.1 115 mm (4 I/21 525 mm (211 125 mm (5') 600 mm (24.) 135 mm (5 1/4') 675 mm (27.1 140 mm 5 1/2' 750 mm (304) 150 mm (64) 825 mm (330) 160 mm (6 1/4•) 900 mm (361 165 mm (6 1/2') 975 mm (390) 180 mm (7') 1050 mm (420) 190 mm (7 1/20) 1125 mm (451 195 mm (7 3/4') 1200 mm 48' 205 mm (81 1275 mm (511 215 mm (8 1/2') 1350 mm (54') 230 mm (91) 1425 mm (57•) 235 mm (9 1/4') 1500 mm (600) 240 mm (9 1/2') 1575 mm (631) 255 mm 001 1650 mm 661 260 mm (10 1/49 1725 mm (69•) 275 mm (10 3/4' 1800 mm (721 280 mm (II') 1950 mm 8' 300 mm (II 3/4') 2100 mm (841 320 mm (12 1/21) .2250 mm 90' 335 mm (13 1/40) 2400 mm (96•) 355 mm 041 2550 mm (1020) 395 mm (15 1/2') 2700 mm (108.) 405 mm (16') 2850 mm 0149 420 mm 16 1/2') 3000 mm (1200) 430 mm (17') 3150 mm (1260) 430 mm (17' 3300 mm 0329 445 mm I 1/2') 3450 mm (138') 445 mm (17 1/20) 3600 mm 044•11 455 mm 089 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 'STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN METRIC SHEET 2 OF 4 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326.. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN METRIC SHEET 4 OF 4 MANHOLE FRAME FINISHED GRADE OR MANHOLE FRAME AND COVER PER SPECIFIED ELEVATION AND COVER PER STD. PLAN 630 M STD. PLAN 630 E COLLAR, CLASS C MORTAR E E E E ,WN O STD. CONCRETE RINGS, 75 mm o N (3'), 150 m (6') OR 400 mm (160) I '" IN THICKNESS, SEE NOTE 6 -�' R=50 mm WHEN POSSIBLE USE 4- 100 mm (41) R=50 mm (2') (2') 1100 mm (4') 65 mm (2 1/20) RINGS OR EQUIVALENT 450 mm 610 mm 081 MAXIMUM 610 mm (241 • N (244) SEE RING SECTION DIA. 15 mm(o4) WIRE E 1125 mm (5' FOR JOINT DETAILS a . HOOPS o � 6 mm(*2) COILS, E � �" � 6' o 7 REQUIRED E 1 to 125 mm(5') _� 6 mm(02) TIE BARS, o �N,�N• E 4 REQUIRED 0 1 mm • E W 24 mm (15/16•) E m ECCENTRIC PRECAST I 1 E ;::z rn CONCRETE CONE 1 M N ,or, " VARIABLE LENGTH PRECAST CONCRETE X125 mm (50 ) SECTIONS. 150 mm (61 MIN. THICK - 0 mm (3 1/8') 900 mm (36' NESS FOR PLAIN CONCRETE. 100 mm (41 I MIN. THICKNESS FOR REINFORCED I N I MUM DIA. CONCRETE 900 mm (36') SPECIAL MH RCP 1 N WITH A CIRCULAR CAGE AND 50D OOOOD) MINIMUM I E ANY STANDARD 900 mm (36') o PIPE END DIA. 125 mm (5') 125 mm x 50 mm (5'x "I z') PIPE SEAT, VERTICAL SECTION CLASS C MORTAR OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT VERTICAL SECTION PROMULGATED ANBY THEARDS OF REINFORCED CONCRETE STANDARD PLAN METRIC ECCENTRIC MANHOLE SHAFT ECCENTRIC REDUCER 324-1 65 mm (2 1/20) RINGS SHALL BE REIN- FORCED WITH TWO 6 mm (1/4') ROUND 38 mm 0 1/2') STEEL HOOPS: 150 mm (6') AND 200 mm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (88) RINGS SHALL BE REINFORCED 2 I%8') _� 145 mm (5 3/4•) WITHHOOPS, I OC N0. 14 GAGE WIRE 00 mE 8'W E 6 mm 41 mm 6 mm E CO 0/4.1 (1 5/81 0/4') 2,C 65 mm (2 1/2•). CI, -� 150 mm (6') OR o 200 mm (89 INSIDE DIAMETER 610 mm (241 E a' 32 mm 32 mm E (1 1/40) 25 mm (I 1/4') rn M 6 mm 64 mm (2 1/2') 0/41 (I/41 44 mm (I 3/4.) CROSS SECTION OF REINFORCED CONCRETE RING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED ANBY THEARDS MANHOLE SHAFT WITH STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBo ITTEE ECCENTRIC REDUCER 324-1 1992 1992 REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478M (ASTM C 478) AND ALL CONCRETE SHALL BE PER SSPWC. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. 3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT- INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15") OC. 6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 150 mm (6'). 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. 9. CONSTRUCT MANHOLE SAFETY LEDGE PER STD. PLAN 330 IF DEPTH OF - MANHOLE TO INVERT IS GREATER THAN 6 m(20') AND MANHOLE SHAFT IS GREATER THAN 3 m(10'). WHEN SAFETY LEDGE IS REQUIRED AND MANHOLE SHAFT IS LESS THAN 4 m(12') STD. PLAN 326 MUST BE USED. 10. 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: 630 610 mm (24') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 324-1 MANHOLE SHAFT WITH ECCENTRIC REDUCER STANDARD PLAN METRIC SHEET 2 OF 2 LIFTING SLOT IF SPEC'D A ? J�v - - ul,`� 7�nn JQ �O J00000 �e©oa0000 5' 000 0000 7.5' 45' TOP OF COVER R ..ter...,. „r . , -- 1-1 /o"\ DIA BOTTOM OF COVER R - 344.5 mm (13-9/16") 20 mm 7 EQ SPACES AT 40.5 mm 1-19 32" (25/32 mm (3/16") R 5 mm (3/16') 25 mm ,32 mm mm 0") (1-�4" 1-1/8 . 64 (2-1/2*) 19 mm (3/4") 89 mm (3-1/2) 25 mm (1") 22 mm (7/8") S E C TI O N- A- A 5 mm (3/16" 4 mm (5/32") 35 mm (1-3/8") t mm (5/8") 4 mm (5/32") mm (3/4") (1 mm 152 mm 95 mm 3 mm (3-3/4") (1 8 19 mm (3/4") 108 mm 4-1 4 FRAME DETAIL D + E SYMMETRICAL _ ABOUT 19 mm 1(3/4") DIA TOP END - TYPE 1, 2 OR 3 A W / 83 mm n • _ (3-1/4") 1' l A-� SIDE SECTION A --A 38 mm 15 mm (19/32") (1 - 1 /2") 01318 MM MIN DIA mm 15' MIN BEND 2 �s/3') 32 TYPE 1 TYPE 2 (3/4") 51MM (2 TYPE 3 695 mm (27-3/8') END DETAILS -SIDE VIEW 610 mm (24") 826 mm (32-1/2") SECTION THRU FRAME AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE 610 mm (24") MANHOLE FRAME STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBOOK COMMITTEE AND COVER 630-2 1984 REV. 19M 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 STANDARD PLAN SHEET 2 OF 2 UNLESS OTHERWISE NOTED: 25 rr (1,.) INSTALLATION DETAIL 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 S/2 S AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 635-2 STEEL STEP STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC.. GREENBOOK COMMITTEE STEEL STEP M'� 635-2 1984 REV. 1M. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 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 MPD (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 SHEET 2 OF 2 PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK Prepared By. CITY OF FONTANA CALIFORNIA No. Approval Date: Approval Date: QRpFESS�ONq 7 ALLARD ENGINEERING �o No J. q/, Stratham Homes CALTRANS BENCHMARK NO. 8-17 _ �- �o �� � STREET/STORM DRAIN PLANS Civil Engineering Land Planning �4; y 2 Attn. Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue (0 �� �p Drawn By: Scale: 2201 Dupont Drive 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 No. 36052 m DBW PARCEL MAP NO. 16046 1 "= 40' SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 fT7 Designed By: LNE OAK AVENUE Date: Suite 300 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp, 6/30/2000 IrvineCo. 92612 HIGHLAND AVE. FROM SIERRA AVE. �., �} -S- ®Q s� civ► �P RD/DBW MARCH, 2000 (949)? 833-1554 _ Raymond J. Allard, R.C.E. 36052 Date q�F - L�FO�� Checked By: Approved: av Dwg. No. 6B ELEVATION: 1428.6090 cA PP '� (expires 6/30/2000) RJA CITY ENGINEER R.C.E. 25126 1541 6 Filename: M:\DWG\11005\STORM DRAIN\6B.DWG