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Home My WebLink AboutS-433503L0 M M ti N DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL rW(SEE NOTE 7) LIMITS OF PIPE ZONE ON 0. D. Of PIPE Lot 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 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 - 405 UBLIC WORKS PIPE BEDDING APP `�-- URI DEPARTMENT FOR SANITARY SEWERS Martin PastuCfta/26/202 rabic Wort, Addm �96E;449D DATE PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE Know what's below. Call before you T . WAS, kr ,; T A C O M A S E A T T L E rt S P O K A N E T R I- C I T I E S .c�sslc 69g �w� 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ONAL E 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB dig. 07/21 /2025 DocuSlgn Envelope ID 345B681 D-914F-4F2D-AB59-7C 192D3B78A3 r---i-r----------- EX. SEWER MAIN I 1 1 I I I I PROPERTY LINE rr SPOOL I I I Z I (LENGTH AS NEEDED) i I i i 3'-0" MIN 6" SEWER STUB 1 I 1 ` ram• I I I I I I I I SEWER MAIN TEE X 6" TEE SIDEWALK i l z I I I I I J COUPLING TYP I I I I } I 0 I' r -r•--- J ------ --------- -ts L---J BEND AS REQUIRED EXISTING SANITARY SEWER MAIN r2 0% MI FUTURE 4" SIDE SEWER �0E-------------------- 3 2"x 4" STUD MARKING POST PAINTED 6" CAP/ WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH 6" SEWER STUB ` 6"X6"X6" WYE SEWER MAIN SIZE X 6" TEE PUTURE 4" SIDE SEWER FUTURE 6"x 4" REDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUP-INGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OP WASHINGTON SIDE SEWER STUB 4 STD. PLAN -406.1 APP SVk��9 nad by i PUBLIC WORKS INSTALLATION R] DEPARTMENT Martin PastuchW26/202 (SEWER MAIN TO PROPERTY LINE) 8H8.k33FD985449J— Pubic Works Admmistratm DATE SIDE SEWER STUB INSTALLATION NOT TO SCALE 1 12: DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 LENGTH(FT) w 0 d 50 100 Uj 150 200 Q 250 0 300 Z 350 00 400 450 LENGTH(FT) a 0 :L 50 100 150 Li 200 d 250 0 300 Z 350 400 450 LENGTH(FT) _`' 0 0- 50 of 100 Li w 150 200 a 0 250 Z 300 350 400 450 LENGTH(FT) ``I 0 a 50 Of 100 w u 150 < Q 200 0 250 Z 300 350 400 450 6 IN DIAMETER PIPE 0 50 1 100 150 200 250 300 350 400 450 1 500 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 7361 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 50 100 150 1 200 250 300 350 1 400 450 500 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 11052 1028 1008 992 976 964 952 940 1132 1104 1080 11056 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 12.92 1264 1236 1212 1192 1168 1152 1132 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 1 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 15'2 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 1532 1496 1464 1436 1408 1384 1360 1700 11656 1 1616 1580 11548 1516 1484 1460 1432 1408 1388 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 CF 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 AIR TEST TABLE APPI�85 ignodby PLAN - 410 r� PUBLIC WORKS LOW PRESSURE) DEPARTMENT Martin Pastuctt426/2020 FOR SANITARY SEWERS(*w"86&161FD98B449L) r ubbc Works Admmistrato DATE AIR TEST TABLE FOR SEWERS NOT TO SCALE 1 12 : S-433503 N C.fl O O N u �, N LO C) O i N KOC N C) C) O N Q D J