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Home My WebLink About3384-10140 (5-1 TOP OF COVER 37 (1-7, �J 95 mm (3-3/4") PICK HOLE SLOT 22.Y 20 mm X 50 mm (3/4" X 2") BOTTOM OF COVER (5") SECTION A -A mm (1-3/16") 972 mm 38-1 4" d/d -mm 3/16") L 914 mm (361 1118 mm (441 SECTION THRU FRAME FRAME DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE 914 mm (36OLE FRAME STA TR CP'�' PUBLIC WORK$ STANDARDS INC.. GREENBO1 COMMITTEE AlIV ® COVER 633-3 ,864 SHEET i OF 2 USE WITH STANDARD SFECIFIQATIONS FOR PUBLIC WORKS CONSTRUCTION REV. INZ 1M SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: i I 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-418 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR §TORM DRAINS AND "S" FOR SEWERS, AND THE AGENCYS IDENTIFIC TION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THEW AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 65 m (2-1/2") HIGH WITH 15 mm (1/2") LINE WIOTH4 AND PLACED IN TH CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH E FINISHED SURFACE OF THE COVER. I 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 REGULATION. 5. WEIGHT OF FRAME SHALL BE 152 ,kg (335 LPS). WEIGHT OF COVER SHALL BE 154 kg (340 LBS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 11OX 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 AGENCYS MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 183 kN (41,300 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 PUN IC 633 - 3 914 mm (36") MANHOLE FRAME & COVER STANDARD AN METRIC SHEET 2 OF 2 OWNER / DEVELOPER: It a NEW ST PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 351 NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640 -1340. - D + E SYMMETRICAL I _ ABOUT 19 mm (3/4") DIA r TOP END - TYPE 1.2OR3 _ A 83 mm A♦ SIDE 38 mm (�� (1-1/2")EI) i MIN DIA V�� TYPE 1 cW SECTION A -A 38 mm 15' MIN BEND 25 TYPE 2 0") 51'm (2") E_�:= TYPE 3 END DETAILS -SIDE VIEW UNLESS OTHERWISE NOTED: rT INSTALLATION DETAIL D = 175 mm7"" E = 150 mm 6ORT - 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 mm16") MAX, EVENLY SPACED W = 350 mm �14") MIN S/2 S AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRO%OR" TENDAMS PUBLIC WORKd STANDARDQ INC., STEEL STEP STANDARD AN METRIC GREENB00KOOWM,T� 635-2 1984 SHEET i OF 2 USE WITH STANDARD SFECIFIQATIONS FOR PUBLIC WORKS CONSTRUCTION REV. ,ea, IM SHEET 1 OF 2 USE WITH STANOARD SFECUgCAT10Nf FOR PUKJC 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 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 PLAIT MFnw 635-2 SHEET 2 OF 2 STEEL STEP 13m 356 mm (14") 13 mm (1 /2„ A119 mm (3/4") 5 mm (3/16 FRONT 330 mm (13") 29 mm (1-1/8") 24 mm13 mm (15/16' (1 /2") )k) REBAR SECTION A -A A-' TOP E I D AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MOM WORKS STANDARDS INC', POLYPROPYLENE PLASTIC STEPMETRIC STANDARD PLAN WEE4900KCCX MTM 10., 636-1 REv.1vw SHEET i OF 2 USE WITH STANDARD SFECIFIQATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: 1. STEPS SHALL BE STEEL -REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING TO: (A) ASTM 0478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE 6.7 kN (1500 LBS). B ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR. C CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY SAFETY ORDERS. 2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 95 N.m (70 FT -LBS) AT -7'C (207) WITHOUT CRACKING OR FRACTURING. 3. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP, INCLUDING THE DEFORMED STEEL BAR AND EXCLUDING THE NON -SLIP TREAD SURFACE, SHALL BE 645 mm2 (1.0 SQ IN). 4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 5 mm (3/16"). 5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1 THROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORY SHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WITH A REQUEST FOR APPROVAL. 6. E = 86 mm (3-3/8"). FOR VAULTS AND MANHOLES, 0 = 140 mm (5-1/2"). FOR OTHER INSTALLATIONS, D - 190 mm (7-1/2"). THESE DIMENSIONS MAY BE PLUS OR MINUS 6 mm (1/4"). 7. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 400 mm (16"), WITH THE BOTTOM STEP A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF. 8. IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT DRILLED OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHT AND PARALLEL. EXCEPT AS OTHERWISE NOTED, STEPS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED PROCEDURES. 9. A DROP STEP WITH A MINIMUM DROP OF 19 mm (3/4") MAY BE USED. THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN. 10. 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 636-1 SHEET 2 OF 2 POLYPROPYLENE PLASTIC STEP BENCHMARK: SEAL -ENGINEER CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA am 1.111.. Na est SHOULD CONEHM11M OF THE REOURED ANliMBOEMM NOT Q DFESS,�N NCE WfTHIN TWO YEARS OF THE DATE OF APPROVAL �o �• s q! RIVER STERLING AVENUE, SUITE E � r ci F RIVERSIDE, CALIFORNIA 92503 DRAWM BY: SCALE: NAIL IN POLE #I 536697E SHOWN HEMON AND CAMM FORTH INA DUGENT MANNER THE�a 'yyy91 (909) 785-5122 FAX (909) 785-5180 SE STORM DRAIN IMPROVEMENT PLAN 10=40'S.W. CORNER SULTANA do BASELINE C" ER MAY 3 TO THE PLANS TO No. 25917 DESIGNED BY: TRACT 379 DATE: THEM �0 WITH AND STANDARps N * Exp. 12/31/05 �� * PREPARED BY: R.C.E. NO.SE D TAI T FEBRUARY, 2003 EFfECT,qCI VIS ��P E) . 121317W- Lm� RK BY DATE AF'PR• DATE CAUL .� ATE 3 -Zs -o3 CHECKED DROVED DWG. N0. SHEET ENGINEER REVISIONS CITY RICHARD A. SCIANNI `wL � C GINEE : RICAR DOV �.C.E. 51152 3� /0 OF��_ JN597/02-12-03/597SD3.DWG/S:40