The URL can be used to link to this page

Home My WebLink AboutS-42780800 CV N EX. SEWER AMAIN l PROPERTY UNE Fic'.(LENGTH AS NEEDED) iii�� 3'-0' MINA5" SEWER sTull i i If U TitRE 4" SJOV 591 I i I I 1 I I 1 I I I 1 I I �SEMR MAIN TEE X 6" TEEi 1 5i0EWALK I I CCUP:INC TYP I � I a I� I" . I aEND A5 REQLJI��O , EXISTING SANITARY SEWER MAIM —2-0% MIN 1 T 2"x 4" STUD FAARKrNO POST FAINTED 6. CAP +i WITE NTH THE WORD "SEINER' STENCILED IN A" HIGH 9LAC-K LETTERS AND #6 MIRE WRAPPED AROUND T+iF STUD AN0 EKTENOED 'i7 IHE 7GF OF T14C STUD 6"X5'X6" SURFAGE CLEANGUT WITH CAST 00N RING AND COV09 (EAST JORDAN IRON WORKS PRODUCT NO 00367507 OR APPROVED ECKJAL. SPCCIFY "SEWER" ON LID). CLEJANCUT TO BE CEN47EREO IN A 2'x2' CONCRETE PAD CONC.Rf TI` PAD TO SE IT" IN DEPT-q 6" SEVi1FR STUB G'x5"X6` WYE 5r_14ER MAIN SIZE X 6" TEE It -A � V 1`11T RE It" SIDE SEINER FUTURE 6"x 4" REDUCER ACCEPTABLE PROCEDURES FOR SIDE SCR CONNECTIONS TO EXISTING SEWER IIIt~ALM A VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG-43ACK" FLEXIBLE -CCUPLINCS (FEVNCD 4R APPROVEA EQUAL). B CONCRETE MAfN - GUT 144 A NEW PVC "TEE' USINr. "STRONCr-GACK" FLEXIBLE COUPUNGS (FERNCO GR APPROVED EQUAL) C PVC & C900 PVC MAIN - CU7! iN NEW TEE USdNG RICD C0UPLlkI`CS OR CARE-0i?ItLE:U WITH A ROMAC SADDLE (❑R APPROV0 EQUAL,) D. DUCTILE IRON MAIN - CORE -GRILLED WITH A RC4AAC SAD❑UF (OR APPROVED EQUAL) E LINKED MAIN - CON,INdECPON TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ). cuT 1N A NEW PWc "TLE" USING 'STRONC-BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE-DRILLFa WITH A ROMAC SADDLE 'INSERrA-TEE" VAY 9E USED ON SEWER MAINS 12" OiAMETI=R OR I_ARCER O MANHOLE CONNECTION - ALL CONN-ECTIONS TO MANII-IOtES SHALL RE AT IyIAN1UFACTUREO KNOCK -OUTS OR THE STRUCTURE SHALL SE CORE-ORiLLED AND USE KOR-N-SEAL I3QO r5 OR APPROVED EQUAL NOTES I PRIOR TO INSTALLATION 4F A SANITARY SEWER 5TU6, A SIDE SEWER STUB PERMIT MUST 9E PURCHASED FROW THE CITY OF RENTON PURUC WORKS DEPARTMENT 2 UNLESS OTI-IERVI Sa-IOW I ON PLAh;. SIDE SEWER SHALL "AVF A MrNIMuM 2 5' COVER At RRQPERT`f LINE OR 3-5 i-Dwf�R THAN THE LOWEST HOUSE ELEVATlGN, WHCHEVER IS LOWER 3 SIDE SEWERS 514ALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THIE PUBLIC WDRKS FNdSPECTCR 4 FOR 4NSPEGTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN AL1VANCE. THE INSPECTION PHONE NUMBER, IS ON THE SIDE SEWER STUB PERMIT SITE MUST eE READS' FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ANNIVES At THE APPOINTED VwE bO NOT 9ACKFII-L THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 AjL TRENCH RESFORAT!04 FOR 9DE SEWER IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN I10 OFF 1 T D 2 5 T-FE SIDE SEWER STU9 SHALL ►+A1+E RIPE BECOING IN +ACCOADANCF MT14 -5TANCIARD FLAN 405 7 ALL SIDE SEWER STUBS SHALL 9E INSTALLED BY A CONTRACTOR LICENSED AND DON= IN THE STATE OF WASHINGTON SIDE SEINER STUB STD. PLAN -406.1 PUBLIC WORKS �ar�� RE) DEPARTMENT INSTALLATION iir#Ir1 PtI6/202 (SERVER MAIN TO PROPERTY LINE) p.gY['Awkl ire"IlkIrala CATE SIDE SEWER STUB INSTALLATION w 0 IL 50 ti Ld 100 1 �I� 200 250 300 z 350 00 450 LENTO T+•i�Et a Il 50 EE too Ld w 150 200 0 251) 350 400 450 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 550 400i 450 500 0 80 16G 2.36 316 396 476 546 632 , 6130 680 14D 220 300 ,LSD 456 :5,56 1510 596 112 , J1)8 108 280 360 440 520 600 676 748 744 736 732 728 424 500 590 +7 0 660 740 1 780 772 764 756 748 744 554 644 80D 808 796 713$ 760 772 764 760 704 784 855 836 820 808 800 792 784 776 772 844 880 86D 844 832 B20 808 80C 792 78E 750 906 j 8B4 868 852 840 828 820 808 804 796 758 $08 1 888 872 1 856 844 836 824 816 80-B -50-d 7.96 908 1388 8761 560 852 1 1340 R32 824 816 .808 1304 Tw SECONos 6 rN DIAMETER PIPE 0 50 100 150 20C 25U 300 350 400 450 500 0 as TED 236 316 396 476 556 032 680 680 220 300 380 456 536 516 696 758 76C 752 744 440 520 600 676 756 836 844 828 812 804 792 660 740 820 596 932 908 888 B68 856 840 832 B80 950 1028 '992 964 940 920 900 888 B72 660 1100 1084 104�4 10; 2 988 964 944 928 912 900 888 1132 109,2 1056 1028 1004 984 964 948 932 920 908 1132 1096 106i8 1040 1016 M 900 964 94.0 936 924 1132 1100 1076 1052 1028 1008 99-2 976 9,54 952 940 1132 1104 1090 1056 '036 1024 1004 988 976 J64 952 TIME 5EGON 05 6 IN DIAMETER PIPE 0 4 50 80 104 160 150 2 6 200 316 25 30:0 39$ 476 354 55ra _400 632 A50 .580 50a 680 .316 39G 4 76 5.56 632 712 832 8t r3 604 �04 792 632 712 792 872 152 054 952 928 908 B88 876 95Z 1028 1108 1132 1088 1052 1020 992 972 952 936 1Z68 1 8A 1224 117 1132 1100 1468 1Q44 10Z0 >I-D00 964 r360 1340 124$ 1204 1r84 1132 1104 1080 1Q56 1036 1020 t 360 1348 1264 1224- 1192 1 150 1132 11 Q8 108 T D68 1052 13fi0 1316 1 76 1 40 1 08 118Q 1158 ti32 1112 1096 1076 t36C1 i C1 r2$4 126 1224 1 {50 1176 1'152 1132 111E T100 f�45Q 1324 1�� 12>54 r231� 1�12 1192 1188 1157 117r2 illsMME (SECONDS LFNGTH�sFTI W.�'Q CL 50 1100150 200 250 30a _ 350 400 450 LENGTH Lj D t� � 5t� � Sao w ' 50 200 n 250 350 400 450 6 iN DIAME IFR PIPE 0 50 Tao 150 200 250 3a0 350 440 450 500 0 80 t80 236 316 396 476 566 632 1580 SRO 496 :576 552 �32 8t2 SR2 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 11320 1484 1564 10,84 1408 13-44 1202 1248 1208 1172 1144 111E t700 1608 1532 1.464 1408 1380 13tIS 1280 12AS 1216 11192 T700 1624 1560 1504 1452 11408 11368 11332 1304 1272 1248 T 700 1636 15BO 1532 1 484 1 0k44 1408 1 376 ' 34-4 1316 1292 t700 1644 1596 1552 1542 1472 1440 1408 1380 1352 1328 1700 1652 1508 1568 1532 1496 1464 11436 1408 1384 1360 17Qp 1656 IVS 1580 1548 15T13 1484 1460 1432 11408 1388 11M£ SECOND$ PROCEDURE SLOWLY PRESFILiR12Ir THE PIPE TO A 0 P S I C ALLOW 2 MINUTES FOR STAB ILIZA-ION, ADDING A,,R A5 REGIUIRED TO 5TA61LIZIE THE PRESSURE AT 4 0 P S-I.G ALL SEWER PIPE SHALL MEET A MIIVIML;M AIR PRESSURE TEST OF 4 0 P S I G FOR 5 MINUTES WITH NO LOSS OF PRESSURE EF T"ERE tS A LOSS OE PR E55U RE, rH EN f H E TIME OF TFE DROP FROM 3 5 P S I G TO 2 5 P S r C SHALL NCT RE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES AIR TEST TABLE „STAPP D. PLAN - 410 _� RLIRLIE ores LOW PRESSURE DEPART lENT � � Martin Pasfu f ZO p FOR SANITARY SEWERS r1aG%wluIN.h! LATE AIR TEST TABLE NOT TO SCALE \ L I NOT TO SCALE �TT.� 0 �0 of WAS1q,, ll oCDC k ��.7 SURVEYED: SCALE: W T A C O M A S E A T T L E DESIGN / RI � tl � '0� 97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: CB 4) �GIST EIZE9 l�1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INCH s 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / / / / GHEGK AT FULL SCALE Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 Fax www.ahbLcom WEB K/ MW SCALE T ONE DINGLY INCH Call before you dig. 09/10/2024 NO. REVISION BY DATE APPR APPROVED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 121 KA I NII TO SCA L F MANHOLE FRAME AND C`VER SEE STD PLAN 4-01 AOJUSIMENT FLINGS AND MORTAR -jOINTS S7<£ NOTE 3 FIRSI STEP SHALL DE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS — POLYPROPYLENE STEPS SMALL SE INCH-UDED RUBBER GAS ET-ED JOINTS SEE NOTE 5 IF REQUIRED, L-ADDER-POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAY, PIPE SIZE — 'EI SHELF ANO CHANNEL SHALL F3E 3000 PSf CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUSCRAOE WITH G" CRUSHED ROCK OR ADDITIONAL VATERtAL SUITABLE TO SLJPPORT STRUCTURE I a' ,81 ,c, ,D, IE' 4a" MH 48" �5.4" 6" MIN, 5"MIN 24" MIN, 21" I r) 24" I D 54' M F-i W MIN 5 5" MIN 24" MIN Iso" MFf 60" L 'a" i+{lIN 1 5" MIN 4 " MIN 1 _3Cy" I D NOTES, 1 STEPS ARE TO UE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTAL ED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN -CONFORMANCE WITH ASTVI C-478- 3 ADJUSTMENT OF THE CASTING TO GRADE SfiALL BE PER ST'O PLAN 106 TljF-..U5E.-OF $HIM$ IS PROS-IIB+TED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY-COA-ED (SEALED) WITH A HtCH 50LIDS URETHANE COATING, WASSER MC-Si-t1EMCDAT 100 OR AlPP1ROVED EQUAI— COLOR OF COATING SHALL BE WHITE 5 RU136ER CASKETED ,JONTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CliANNEL WIDTH AND dEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL 6E MADE USING OR—N—SEAL SOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" ANO A MAXIMUM VP 12' A1901+E F'NISHEID GRADE OR MUST HAVE AN AT -GRADE. MINIMUM 2'-Ydl0E- C0Nc-.2EtE R NG POURED AROUND THE COVED IN PAVED AREAS, COVER MUST SLOPE 10 MATCti PAVINr,- 9 MANHOLES OVER 20' DEED SHALL BE A MINI -MUM OF 60" IN DIAMETER STIR. PLAN - 400.2 uaeWORKS STANDARD SANITARY MANHOLE etul6/202. [artin Pa 1 ENT t �JLDINE STANDARD SANITARY MANHOLE NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. 0 •l IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY jstowell 11 /26/2024 DEVELOPMENT ENGINEERING HHuynh 12/04/2024 DATE: MAPLE HIGHLANDS 9/6/2024 EI PAGE: AHBL JOB #2221005.10 DRAWING N0: SEWER STANDARD C6.2 NOTES & DETAILS SHEET: 35 OF 39 R- C6.2 Q0 co Cfl O Co N AN N T C) C) i N a D _J C) T O O C) i N N IIr 'i1