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Home My WebLink AboutR-400317C) C:) 0 I 6 I 0 w CM O O I CV C:) C:) I CV r) .r 0 I O .r U) Lv Lv U) 0 0 a U i Lv U Q ry ry w I— Lv V)n z �0) N N = MFy N N 0 NN n o",ry Li.I LLI L LJ :2 �:2Q QFz z Ld LLJ J 0 N LL_0-z CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0 Q T. 23 N. , R. 05 E. , W. M. RECESSED Not to Scale LIFT POCKET FRAME i'-n" f11 Ae1C r= 7'—n" 3/4 LETTERING SEWER SEWER'S o � o CAST IRON RING AND COVER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 �- -� 1 -3/16" 45- (1 /8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2' 0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. Aoffklk ,.•,�STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED IL-M-*B DEPARTMENT FOR SANITARY SEWER MAIN Iue�Vle // n nta D W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'-0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S • PUBLIC WORKS PIPE BEDDING APP OVED- VLSKB DEPARTMENTVASOF FOR SANITARY SEWERS 0 G pDm rubevlenu d DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: LENGTH(FT) w 0 a 50 a 100 F`' 150 � 200 a 250 6 300 Z 350 co 400 450 LENGTH(FT w 0 a a 50 w 100 w 150 a zoo 0 250 z 300 350 400 450 LENGTH(FT) w 0 a a 50 w 100 w 150 a 200 0 250 Z 300 N 350 400 450 LENGTH(FT) Li 0 a 50 w 100 w 150 a 200 0 250 Z 300 Ln 350 400 450 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 860 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 888 872 856 844 836 824 816 808 804 796 908 888 876 860 852 840 832 824 816 808 804 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 1 100 150 1 200 250 300 1 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 440 520 600 676 756 836 840 828 812 804 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1076 1052 1028 1008 992 976 964 952 940 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 1360 1324 1292 1264 11236 11212 1 1192 111681 1152 1 1132 1 1116 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 11532 11496 11464 11436 11408 11384 11360 1700 1656 1616 1580 11548 11516 11484 11460 11432 11408 11388 TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y AIR TEST TABLE STD. PLAN — 410 !® + PUBLIC WORKS ( LOW PRESSURE) To� DEPARTMENT FOR SANITARY SEWERS MARCH 2O08 DATE: DATE: DATE: DATE: S-400304 W-400304 R-400317 Know what's below. Cali before you dig.