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Home My WebLink About3017-11MANHOLE FRAME FINISHED GRADE OR MANHOLE FRAME AND COVER PER OD SPECIFIED ELEVATION AND COVER PER STD. PLAN 630 M STD. PLAN 630 E COLLAR. CLASS C MORTAR E E E 0 STD. CONCRETE RINGS. 75 mm o N '- (31, 150 mm (61 OR 400 mm (16') 211AIN THICKNESS. SEE NOTE 6 .--� R=50 mm WHEN POSSIBLE USE 4- 100 mm (4') R=50 mm (2') (2') 1100 mm (40) 65 mm (2 1/21) RINGS OR I}---�--- EQUIVALENT 450 mm 610 m`m (18') MAXIMUM 610 mrn (24') .150 m ' N j (2401 SEE RING SECTION � DiA. � 15 mm(•4) E . FOR JOINT DETAILS v I WIRE E Z 1125 mm (5 a HOOPS 6 mm(+2) COILS. mm o 7 REQUIRED r �o 1125 mm (5') Z a • �T 4 R£®UIRED BARS, � 2 � 125 mm 5' E is 24 mm (15/16') E ECCENTRIC PRECAST I I E � N y CONCRETE CONE - to 125 mm (5') M VARIABLE LENGTH PRECAST CONCRETE SECTIONS. 150 mm (61 MIN. THICK - 80 mm (3 I/8') 900 mm (36' NESS FOR PLAIN CONCRETE. 100 mm (4') I MIN. THICKNESS FOR REINFORCED MINIMUM DIA. CONCRETE - 900 mm (36.1 SPECIAL MH RCP I WITH A CIRCULAR CAGE AND 50D (IOOOD) MINIMUM E E ANY STANDARD 900 mm (36 ) o PIPE END DIA. r 125 mm (50) 125 mm x 50 mm (5'x 28) PIPE SEAT, VERTICAL SECTION CLASS C MORTAR OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT VERTICAL SECTION PROMULGATED BY THE OF REINFORCED CONCRETE STANDARD PLAN METRIC ECCENTRIC MANHOLE SHAFT ECCENTRIC REDUCER 324-1 65 mm (2 1/21 RINGS SHALL BE REIN- FORCED WITH TWO 6 mm (1/4') ROUND 38 mm (1 1/21 STEEL HOOPS: 150 mm (61 AND 200 mm 2 1%8') _� 145 mm (5 3/4") (80) RINGS SHALL BE REINFORCED WITH FOUR HOOPS, TIED WITH NO. 25 mm 14 GAGE WIRE 200 mm (81 OC E: 6 mm 41 mm 6 mm E °IN° (1/4') (1 5/81 (1/4') o In 65 mm (2 1/20), E 22.5• 20 mm (3/4") UTA BOTTOM 0f= COVER -� E N 150 mm (6') OR o 200 mm (81 -- '^ -_- INSIDE DIAMETER 610 mm (24') E 32 mm I 32 mm E (1 1/4') 25 mm Q' M 6 mm (1') 6 mm 64 mm (2 1/2') (1/4') (1/4') 44 mm (1 3/41) CROSS SECTION OF REINFORCED CONCRETE RING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE SHAFT WITH STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBOCOMMITTEE ECCENTRIC REDUCER 324-1 1992 1992 REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. 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 -- SHEET 2 OF 2 OWNER /DEVELOPER: NEW WEST PROPERTIES - 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 m__ BENCHMARK: CRY B.Y. NO. 361 M.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE r At _ to PLAN 15M O 300 mm (+4 0 MANHOLE FRAME AND 121 HOOP.{ COVER PRESSURE TYPE E N PER STD. PLAN 211 E � 200 mm 686 mm 200 mm i8') t27•) t8`) SURFACE ELEVATION n n D = 952 mm (37 3/46) E ; 100 mm t4' STEPS in �p 6S 125 m {5') D = 1013 mm (40 3!80) C3, 65 mm (2 1/21 D = 1074 mm (430) 6-15M(•4) 0 609 SPACING 75 mm I 125 OPTIONAL 15 M(#4) 375 mm (15') DOWEL t3') mm (50) -- - D = 1135 mm (45 1/21 E _ P) E MANHOLE OR o � E STORM DRAIN r'n►- CONIDUIT PROVIDE CONSTRUCTION JOINT P.510 m 65 mm WITH CONTINUOUS WATERSTOP (18°) (2 1/29 WHEN MANHOLE SHAFT IS NOT 200 mm W 1200 mm POURED MONOLITHIC WITH (80) SEE NOTE f tl- g 1 MANHOLE OR STORM DRAIN I CONDUIT SECTION A -A ELECTRICALLY BUTT WELD'ENDS OR LAP ENDS OF BAR 450 mm - - (18•) 15M(*4) HOOP BARS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PRESSURE MANHOLE SHAFT WITH METRIC PLAN PUBLIC WORKS STANDARDS INC., METRIC GREENBOOKCOb1MITTEE 1992 ECCENTRIC REDUCER 328-1 NOTES i. IF H IS LESS THAN 450 mm (18"). W=675 mm (271) IF H IS BETWEEN 450 mrn (18") AND 750 mm (2' -6'), W=750 mm (2'-61. IF H IS 750 mm (2'-6*) OR MORE. W=900 mm (3'-0"). IF H IS MORE THAN 1215 mm (4'-0 I/2"), BRING WALL VERTICALLY TO 1215 mm (4'-0 I/2') BELOW SURFACE AND TAPER FROM 900 mm (3'-0"l TO 675 mm (27") AS SHOWN. 2. THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND COVER PRESSURE TYPE. STANDARD PLAN 211. IT MAY BE USED FOR HYDRO- STATIC HEADS UP TO 7.5 m (250) ABOVE THE STEEL PLATE. 3. THE VERTICAL SIDE OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. ' 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND (S*HALL TERMINATE 40 mm (I I/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 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 (151 OC. 6. SEE CONTRACT SPECIFICATIONS FOR PHYSICAL REQUIREMENTS OF WATERSTOP. 7. 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 2 11 MANHOLE FRAME AND COVER PRESSURE TYPE 635 STEEL STEP 6 10 mm (3/8") IF SPEC'D � -- 20Fz 38 mrn 1984 REV. 1998 REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 36 POLYPROPYLENE PLASTIC STEP HiQ' �.11 REVISIONS 10 mm (3/8") IF SPEC'D � -- 20Fz LIFTING SLOT IF SPEC'D __---45- TOP S'TOP OF COVER LIFTING SLOT R = 344.5 mm 13-9 16" 20 mm 7 EQ SPACES AT 40.5 mm (1-19/32" (25/32 15 mm (19/32") mm (3/16") R 5 mm (3/16") 25 mm� - ,32 mm rnm 38 mrn (1,) L"-14" 8" " 64 mm 4 rnm �19 rnm (3/4") 5/32") 19 mm 89 mm (3-1/2') 25 mm (1") 5 mrn (3/16 4 mm (5/32") 35 mm (1-3/8") mm (5/e") 4 mm (5/32") I 9 mrn (3/4") 38 mm 695 mm 27-3/8" 152 mm 95 mm (I/8. 610 mrn (24") I 19 mm (3/4") L 826 mm (32-1 108 m 10 mm (3/8") IF SPEC'D � -- 15 mm R- 38 mrn 1984 REV. 1998 SKEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1 25 mm 19 mm \ (3/A") 50 mm (2") PICK HOLE 22.5• 20 mm (3/4") UTA BOTTOM 0f= COVER AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PROMULGATED BY THE PLAN 610 m m (24") MANHOLE FRAME PUBLIC WORKS STANDARDS INC., METRIC A N p COVER STANDARD PLAN METRIC 630-2 610 mm (24") MANHOLE FRAME &COVER GREENBOOK COMMITTEE 6 3 0- 2 1984 REV. 1998 SKEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION m 4-1/4 /2") ' FRAME DETAIL SECTION THRU FRAME NOTES: 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "0" FOR STORM DRAINS AND "S" FOR SEWERS, AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INS -(RUCTIONS FURNISHED BY THE AGENCY. THE LETTER "0" 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 Tt-IE -FINISHED SURFACE OF TSE 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 SI -TALL 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 SI -TALI_ BE INSPECTED BY THE ENGINEER ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7, THE PROOF -LOAD FOR TEST METHOD 8 OF THE STANDARD SPECIFICATIONS IS 180 kN (40,700 LBS). 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, :'ARKWAYS AND ALL PLACES bTHER THAN PAVED STREETS SHALL BE PROVIDED WITH SOCKET -SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCE{ AT 90 DEGREES TO PICK HOLE AND INSTALL 20 mrn x 20 mm (3/4" x 3/4") STAINLESS STEEL SOCKET - SET SCREWS WITH 10 mm (3/8") RECESSED HEX HEAD. ALL 1"t -TREADS 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 STANDARD PLAN METRIC 630-2 610 mm (24") MANHOLE FRAME &COVER GREENBOOK COMMITTEE 6 3 0- 2 1984 REV. 1998 SKEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SI -FALL 8E ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PRESSURE MANHOLE SHAFT WITH METRIC 323 - 1 ECCENTRIC REDUCER SHEET AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER SEAL -ENGINEER CITY bF FONTANA.- CALIFORNIA CSL ENGINEERING, INC. . SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QRo�Ess�oN NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 11651 STERLING AVENUE, SUITE E _ RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA CO (909) 785-5122 * FAX (909) 785-5180 SE STREET IMPROVEMENT PLANS DILIGENT MANNERS THE CITY ENGINEER MAY REQUIRE C-0 N/A REVISIONS TO THE PLANS �. N0. 25917 � TRACT 159 64 TO BRING THEM INTO .�. Exp. 12/31/05 DESIGNED BY: DATE: CONFORMANCE WITH CONDITIONS AND STANDARDS IN * PREPARED BY: R.C.E. N0. 25917 RAS ETA I L H FT SEPTEMBER, 2001 '. s EFFECT. qT crvOL EXP. 12 31 OS � �F -�F�� 3 CA1 Aa -057 CHECKED B APPROVED DWG. N0. SHEET DAIS: JJLr�z RICHARD A. SCIANNI 3017 1 1 of 11 CITY ENGINEER: RICaRDO SANDOVAL, R.Q.E. 51152 JN545/09-21-01 /545_-1 STAN STANDARD PLAN METRIC 630-2 610 mm (24") MANHOLE FRAME &COVER SHEET 2 OF 2 DBAS.DWG/S40