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Home My WebLink About3706-9DIA BEFORE � YOU DIG TWO WORKING DAYS BEFORE YOU DIG TOLL FREE - ` 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT 1 4" MAX GAP (GROUTED) cs 66" R.C.P. (7" THICK) 60" R.C.P. (6" TH/CK) 6" END OF PIPE AT M.H. FILL GAP WITH GROUT 8" /4 6 RADIALLY AS SHOWN 65 1/2" DIA. A36 (MIN.) 59 1/2" DIA. A36 (MIN.) STEEL PLATE t=1/2" TACK WELD /4 BARS TO STEEL PLATE 2 1/4" — 5/8" DIA. HOLES INJECT SIMPSON ETF EPDXY (OR EQUAL) 65 1/2" DIA. A36 (MIN.) 59 1/2 DIA. A36 (MIN.) STEEL PLATE t=1/2" scoNESSIO*4 it a ako st- STEEL PLATE "BULKHEAD" DETAIL N.T.S. REGORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE SA3IS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENG:NEER WILL NOT BE a"'+ RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REV. REVISION DESCRIPTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER DATE ENGR. CITY DATE STANDARD PLAN 328-1 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FORDU.BLIC_ALORKS_CONSTRU—CTION A RSC. ID ig & , 4 ' uN kti:/ PLAN to 15U 0 300 mm (64 0 (21 HOOPS _y E N E n to D 1050 wow (3'-61 MANHOLE FRAME AND COVER PRESSURE TYPE PER STD. PLAN 211 200 an SURFACE ELEVATION 0 • 952 mm (37 3/4.1 STEPS D • 1013 mm (40 3/81 65 mm (2 1/2') MANHOLE OR STORM DRAIN CONDUIT D • 1074 mm (43') 6-15M(•4) 0 60• SPACING OPTIONAL 15 1(•41 375 mm (15') DOWEL D • 1135 mm (45 I/2') I PROVIDE CONSTRUCTION JOINT. 63 41-1 LI WITH CONTINUOUS WATERSTOP (2 i/2' '-1 WHEN MANHOLE SHAFT I5 NOT W I f 240 mnr (MANHOLE OR STORK RIAIN SEE NOTES , (8') CONDUIT SECTION A -A I5M(•4) HOOP BARS ELECTRICALLY BUTT WELD ENDS OR LAP ENDS OF BAR 450 mm (181 MOTES I. IF H IS LESS THAN 450 mm ((8'). W=675 mm (27') IF H IS BETWEEN 450 mm (18') AND 750 mm (2'-6'), W=750 mm (2'-6'). IF H IS 750 mm (2'-6') OR MORE. W=900 mm (3'-01. IF H IS MORE THAN 1215 mm (4'-0 1/21. BRING WALL VERTICALLY TO 1215 mm (4'-0 1/2') BELOW SURFACE AND TAPER FROM 900 mm (3'-0') TO 675 mm (27'1 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 (25') 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 SHALL TERMINATE 40 mm (1 1/2') 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 (15') 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 636, POLYPROPYLENE PLASTIC STEP •, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3288- 1 sHE=T2OF2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P, oREEN1992 STANDARDS EE REV. t99s_ PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER STANDARD PLAN 328-1 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FORDU.BLIC_ALORKS_CONSTRU—CTION MOTES I. IF H IS LESS THAN 450 mm ((8'). W=675 mm (27') IF H IS BETWEEN 450 mm (18') AND 750 mm (2'-6'), W=750 mm (2'-6'). IF H IS 750 mm (2'-6') OR MORE. W=900 mm (3'-01. IF H IS MORE THAN 1215 mm (4'-0 1/21. BRING WALL VERTICALLY TO 1215 mm (4'-0 1/2') BELOW SURFACE AND TAPER FROM 900 mm (3'-0') TO 675 mm (27'1 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 (25') 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 SHALL TERMINATE 40 mm (1 1/2') 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 (15') 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 636, POLYPROPYLENE PLASTIC STEP •, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3288- 1 sHE=T2OF2 PRESSURE MANHOLE SHAFT WITH ECCENTRIC_.REDUCER 4• SYMMETRICAL ABOUT t R.S11 mm (20 1/8') R•424 mm (16 11/16') R'421 Irn (16 9/16') R.343 mm (13 I/2') 245 mar (9 5/8') •-A. 89 mm 3 1/2' 13 mm (I/21 N.C. 1 25 mm (1') LONG CAP SCREW WITH WASHER AND GASKET (SEE EYEBOLT DETAIL HEREON) (SEE NOTES 3 AND 6) l to iSEE EYEBOLT DETAIL HEREON 54 mm (2 1/8') WIDE (MIN.) GASKET (SEE NOTE 6) 1022 mm (3'-4 1/4') MANHOLE WALL (CONCRETE, MORTAR. OR OTHER MATERIAL (SEE NOTE 8) SECTION MANHOLE FRAME AND COVER 5 ram (3/161 3 9x1111 I 2 mmr (1/8') (2 1/41 7/81 S7 mm 4 mm (5/32') 4 awn (5/32') 32 mm' (I I/4')I 168 nim (6 5/81 DRILL AND TAP FOR 13 mm (I/21 N.C. THREAD. MACHINE FINISHED SURFACE DRILL AND TAP (1') FOR 13 mm (1/2') N.C. THREADS (TYP.) DETAIL OF FRAME 16 mm (5/8') HOLES (TVP.) (SEE NOTE 4 a • • 4. 13 mm(I/2)N.C.it 25 mm (P) LONG CAP SCREW (TYP.) 13 mm ((/r) N.C. NUT (TVP.) a 0 13 mm (I/2') ANCHOR. 6' LONG (TYP.) DRILL 16 mm (5/8') HOLES (TYP.) DRILL AND TAP FOR 13 ram ((/2'1 N.C. THREADS (TYP.) (SEE NOTE 4) DETAIL OF BOLT HOLE SPACING IN FRAME PRESSURE PLATE t3 mm 1t/21 51 mm(2')DIA. GASKET (SEE NOTE 6) T 6 ere (I/4'1 MINIMUM Id nim (3/8') STEEL PRESSURE PLATE (SEE NOTES 3 AND 6) 13 mm (I/21 DIA. WASHER 13 mm (I/21 N.C. NUT (TVP.) EYEBOLT DETAIL (2 REQUIRED) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED EY THE PCB= WORKS STANDARDS INC., OREENPOCK COMMITTEE 1894 REV. 199• MANHOLE FRAME AND COVER PRESSURE TYPE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION STANDARD PLAN METRIC 211 -1 SHEET 7 OF 2 NOTES: I. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 632, 762 mm (30') MANHOLE FRAME AND COVER. 2. THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M (A 36), AND SHALL BE GALVANIZED AFTER FABRICATION. BUT BEFORE INSTALLATION OF SCREWS AND BOLTS. 3. CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED THERETO. SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS STEEL. 4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING. OR PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED. 5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER FABRICATION. 6. GASKET MATERIAL SHALL BE 2 mm (1/16') THICK NEOPRENE RUBBER. PRESSURE PLATE GASKET SHALL BE 794 mm (2'-7 1/4') 0.D. 7. ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF 34 Nm (25 FOOT-POUNDS). 8. FRAME SHALL BE SET ON 13 mm (1/2') THICK MINIMUM WET MORTAR BASE, CLASS 'B' MORTAR. 9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL BE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBSITE AND MARKED IN SETS. 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 2H1Ezz2oFz s MANHOLE FRAME AND COVER PRESSURE TYPE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. v BENCH MARK: / 8-17 CAL TRANS BENCHMARK /8-1Z A BRASS CAP IN THE COMCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE ELEVATION: / 1428.609 BASIS OF BEARINGS: THE BRC N089'59'31 "E ALONG THE a SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. Prepared Under The Supervision 0f : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIA TES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (909) 937-9151 Rh1 ' " ' P t L�8-30-DS WENDELL L. I WA TSURU CITY OF FONTANA, CALIFORNIA DETAILS °'PR1De-il`nw /04- DESIGNErBY: KNOX AVENUE SCALE: AS SHOWN DATE MARCH 2005 CHECKED BY: APP D BY y7 C TY ENGIN ER R.C.E. 51152 DATE DRAWING NO. 9 3706 9 z Q z W O O O J:\126-2012\storm\sd09.dwa. 5/6/2005 2:50:14 PM. DJ