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Home My WebLink AboutWWP2703879.3T • z CD c rTl M- m cy u ru m m m O RECESSED LIFT POCKET %" — 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) Y2" x 2" RAISED PADS 2" A.C. 6" CONCRETE CLASS 3000 12 Y4" 14 78" 45- (1/8) BEND yr _Y4 3 2 Y J/ A4 2" 12 Y4" 14" CAST IRON RING AND COVER 45- (1/8) BEND 2'-0" LENGTH FT 6 IN, DIAMETE' 0 50 100 150 200 1 250 400 450 uj 21 00 50C 0 0 80 160. 236 316 396 532 456 680 680 50 140 220 3C, 30 708 708 100 280 360 4 - 376 780 748 —6 73 732 728 150 424 500 772 76 756 748 744 200 564 - - ---- 644 796 784 b. j 808 788 r 764 760 250 704 800 794 784 776 772 300 844 880 350 81: 2 81 820 808 800 792 788 780 828 820 808 804 796 788 400 9clk- D6 844 836 824 816 808 804 796 450 908 1 660 1 8521 840 832 824 816 808 804 LENGTH FT 0 50 100 1 150 L-2-0& 250 300 450 500 0 0 80 160. 236 1 31 � 396 476 �J2 680 680 CL a- 50 220 300 3� - 616 696 76F 760 752 744 100 440 520 6"' - _!6 756 836 840 82F 812 804 792 150 660 740 82U 1 896 932 908 888 5F--- _956 �4O 332 ,\-SAND OR 2 200 880 960 1028 992 964 940 920 i 872 EXPANDABLE o 250 1100 1084 1044 1012 988 964 944 - FOAM 300 1132 1092 1056 1028 1004 984 96,1 94b 932 08 W (SEE NOTE 7) LIMITS OF PIPE ZONE 350 1132 1096 1068 1040 1016 956 9T 964 948 1 9' _24 400 1132 1100 1076 1052 1028 1.7 - 976 964 ' 1 1 940 �WATER TIGHT 450 1132 1104 1080 1056 1036 1 C 988 97A 1 964 1 952 PLUG _T I TIME V-0- 1 1 6 IN. DIAM_�7__ PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A l'—O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. SEWER CLEANOUT DETAIL SCALE: NONE DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. C504 SYM REVISION pvdti RT TWN 12.14.15 SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON C Cl PROJECT A CITY OF RENTON FL, _ REVIEW COMMENTS ICITY RT TWN 01.05.16 8 OF RENTON PERMIT REVIEW COMMENTS VERSION 2 RT TWN 01.26.16 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---\ FOUNDATION LEVEL - O.D. OF PIPE a 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 "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION 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. SANITARY SEWER PIPE BEDDING DETAIL, SCALE: NONE Q� BOE/NG' C� C D: S - 3W* C504 ACCEPTABILITY R FA THIS DESIGN AND/OR C RL:l l< L;-, 0 SPECIFICATION IS APPROVED T. NEU ENG NEER APPROVED BY DEPT. DATE T. NEU CHECKED Il MURATA 7370-7-D L LENGTH FT 0 50 100 150 200 2, 3350 400 F450 2: 0- 47t 556 632 1 6 K 804 50 316 396 476 556 1 632 712 832 816 100 150 632 952 712 1028 71- 957 1108 11,52 11088 984 952 928 908 888 6 1052 1020 992 972 952 36 200 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 34 z 250 1360 1300 1248 1204 1164 1132 1104 1080 1056 IC" "0 1076 300 1 350 1360 1316 1276 1240 1208 1180 1156 1132 _1_112T1_0'_ 400 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 450 1360 .1324 1292 1264 123 1212 1192 1168 1152 11132 1116 1 TIME (SECONDS) cL LENGTH FT 50 100 150 200 250 300 350 400 450 6 IN. DIAMETER PIPE 0 50 100 1 150 200 250 300 350 400 450 500 0 80 16n 6: 11,: ! ")36 .32 316 396 476 556 632 680 680 496 576 812 892 972 948 924 900 884 988 1068 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 1532 1496 1464 1436 1408 1384 1 1360 1700 1656 1616 1580 1548 1516 1484 1460 1432 1408 13-- TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED TO STABILIZE THE PRESSURE AT 4.0 P.S.LG, ALL SEWER PIPE SHALL MEET A MINIMUM AIR PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS 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, SANITARY SEWER AIR TEST TABLE (LOW PRESSURE) C504 ISSUE FOR PERMIT JANUARY 26, 201 Ca, 4 -Tr- SUBTITL SANITARY SEWER DETAILS 01.2E 01.26.16 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES —APRON C Cl PROJECT 01.26.16 1 SITE 05-YD CIVIL MASTER BYBY BY RENTON, WA I DWI NO. DATE DATE 4OLDOWL REVISION I SYMBOL DATE W34418861 B 1 01.26.16 C504 C45 COMP NO. W3441886 05—APRON—C—0504 a m 2 0 z c 9 m m m O 0 0 r) lotz4 > UQ CD CD C)> W!z I'D ig m cz O m