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Home My WebLink AboutS-384203V) r --- I _a LiJ LLJ 0 co _0 c: 0 n < LLJ 1 1 10 lu n c�n I 0 0 :5 0 00 0(0 a) 4-j .7 0 3: 0 0 11 n 0 D C) LLJ 0 c - r I 00 4-j LO (0 0 ccf 0 00 :D cn 1NHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com 7' 1 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS '2" MIN.' SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NCIFE 5 CONE (ECCENTRIC) RUBBER CASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. AB, NOT TO SCALE C1, D' fEt 48" MH 4811 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN, , 6" MIN. 42" MIN. 30" I.D. NQTES: 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN 400.1 PUBLIC WORKS + I STANDARD SANITARY MANHOLE DEPARTMENT f, SEPTEMBER 2011 STANDARD SANITARY MANHOLE SCALE: N.T.S. U PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + M FOR SANITARY SEWERS OCTOBER 2012 350 12 Y4" - 14 12 Y4" 14" CAST IRON RING RECESSED LIFT POCKET 5/ 14 KI r cr-WIzEr to ? - n AND OR XPANDABLE OAM 'ER TIGHT G PECIFIED 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, STD. PLAN 403.1 PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT + DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 CLEAN-OUT FOR SANITARY SEWERS 4 SCALE: N.T.S. C5.11 SHEET INFO IN COMPLIANCE WITH CITY OF RENTON DESIGNED TTW STANDARDS DRAWN TTW VjL4 BY: Date: -i CHECKED JMTE BY: Date: 7 -AT -TIF APPROVED JMTE BY: Date: LAST EDIT 7/16/2015 ------------------------- PLOT DATE 7/16/2015 BY: Date: SUBMITTAL SHEET T I I FDESIGNI EDLTHOLES 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA BIC; (S -FF DETAIL) COVER & FRAME PLAN VIEW rt 25' _11fi, E 6 3 5 n m I 5 8 3141 L 2 2 vp COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SEIC1, (ALLEN HEAD) 5/8'-1'- X 1,5 SS RUBBER 'vvASHLP EON BOLTING DETAIL 26 1/2' DIA PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + E673rm1 FOR SANITARY SEWERS OCTOBER 2012 350 400 z-,56 I 25 1/4" DIA 1�u 200 2bu ENGTHF , 0 50 80 100 160 [641 -nmJ 200 t �'b 250 396 1 1/16' 1/4' 400 6 _32 450 68C —114' (Gmm) DA 160 5C [27mml 2 2 C /mmj 3801 NE13PRENE GASKET 536 616 696 712 738 7C8 I 1 C) c __j 360 W \. L152mm] 6001 576 748 1 1/8' 5 728 908 150 20C 5/8 j [16mr, 23 3/8' DIA CL, 11PE',JI 580 120 660 8CO 7�-0 (908 GASKET GROOVE DETAIL 772 7881 1 9 4 m, r-, I 756 772 748 7 764 744 760 <1 25C 27 5/16' DIA 784 855 836 8 2,) [694mml 34 1/8' DIA [867mml NOTES: EAST 1 , ALL COVERS SHALL BE I -OCKIN(.3 _ ID PER' FRAME SECTION VIEW L - JORDAN IRON WORKS INC. No. 3717'1, OR EQUAL. 2, USE 'FRAME AND COVER FOR STORM (SPECIF'y "DRAIN" ON COVER), SANITARY (SPECIE`! "SEINER"), OR MATER (SP C __CITY "WATER"). y i i STD. PLAN 401 S I I MANHOLE FRAME AND COVER 1-_--__________ + DEPARTMENT DECEMBER 2008 (+ PUBLIC WORK MANHOLE FRAME AND COVER SCALE: N.T.S. CSF PIPE 70NE W (SEE NOTE 7' L IV I I'--, II - � EEDDING MATERIAL F 0 R % SSANITARYI JEWEL PIPE 0, D, OE PIPE (SE -E NOTE 5 I FOUNDATI 10 N L E SEL_ 6" x -,'E D D I N (3 F OR SANITARY SE'aVEF PIPE NOTES: ER BARREL. PROVIDE UNIFORM SUPPORT UNDE: 2, HANE TAMP UNDER HAUNCHES. 3. COMPACT BEDDING '`AATERIAL TO 955% MAX. DENSITY EXCEPT D OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-CjR_ 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 '%3RAV-__L. 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, 7. TRENCH `ffiDTH SHALL BE PEP SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. REVISIONS NO.; BY DATE REMARKS I 1 PIPE BEDDING FOR SANITARY SEWERS SCALE: N.T.S. QED Z 3-V WAS PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 REVISIONS NO.; BY DATE REMARKS I 1 PIPE BEDDING FOR SANITARY SEWERS SCALE: N.T.S. QED Z 3-V WAS ENGTH,FT' 0 5c 100 6 IN. DIAMETER 3246H 0 IST S70NA S WHITE POST SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS -3. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". STD. PLAN 404.2 + + PUBLIC WORKSSEWERMANHOLE MARKER POST DEPARTMENT SEPTEMBER 2011 SEWER MANHOLE MARKER POST SCALE: N.T.S. T ENGTH,FT' A 5c 100 6 IN. DIAMETER PIPE 350 400 z-,56 50c 1�u 200 2bu ENGTHF , 0 50 80 100 160 110 236 1 1 200 t �'b 250 396 300 476 1 350 55 6. 400 6 _32 450 68C 500 68C 160 5C 14" 2 2 C 300 3801 4561 536 616 696 712 738 7C8 832 1 C) c 280 360 440 520 j 6001 576 748 744 736 732 728 908 150 20C 42L 561 50C 644 1 580 120 660 8CO 7�-0 (908 180 79C 772 7881 764 790 756 772 748 7 764 744 760 <1 25C 0 10z 784 855 836 8 2,) 808 500 1 1 792 784 77 776 772 i 300 84L 850 860 844 832 820 508 800 1 792 788 7 - 78 , C Zi 1 35C 90E 884 868 852 1 8 4 �-j 1 828 B20 808 804 7 _4 6 796 788 I 400 908 888 872 856 1 844; 336 824 816 808 8 _j 80 796 1104 4bC 90? 888 87t 988 852 1 840 812 824 816 808 804 ............ TIME (SECONDS) _L860 TIME (SFC -NDS) T ENGTH,FT' A 5c 100 6 150 TER IN. IDIAME,� 2DID 250 PIPE 300 1 1 350 400 z-,56 50c 1�u 200 2bu C, 0 8C 160 236 z b 396 476 X556 236 3'6 396 5x2 68C eBG 160 5c 2 300 80 456 536 6,16 6�9 6 768 760 -52 744 832 100 150 4-4" 6610 520 74C 600 820 676 896 755! 932 S .- `6 90B 940 888 8 2 8 868 8'2 856 90/ 84C 792 832 908 20C 88C 96C 1c,28 9921 954 94D 9201 9DO 888 8/2 86C 936 25C 11 G '084 lC44 1 C'2 988 96 4- `1-44 928 9'2 90C 888 i 30C 11 3 lC92 1056 02811004: 984 964 948 932 920 908 35C 1132 1096 106 8 '040 1 CF L 9961 980 964 948 936 924 '252 122241200 40C 1132 '100 1076 =-241028 1008 1 992 976 964 952 94C 1192 1158 450 1132 1104 1090 1056!1036 102(715C4 988 976 964 952 TIME (SECONDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c 6 IN. DIAMETER PIPE 6 IN. UJAMETEH PIPE m CD > -ENGTH'F .. . . ......... be _EN 1�u 200 2bu 5u 100 150 1 20 1 250 30,0 35G 400 L5C 500 236 3'6 396 C 632 80 160 236 -1-5 396 476= 556 532 68C 68C 924 c 316 396 476 556 1 632 712 832 816 801 80/4 792 zl 100 632 712 792 872; 9521 984 952! 928 908 888 876 17G"'U 150 9152 1028 1108 11.7 2 1088 11052 '0201 9.92 972 952 936 Qj 2 0 C 25C 126E 1,5EC '284 1-100 1224 1246 117/6 132€1100 1204 1154 11 �52 - D68 _�1044 11G4 1050 1020 '056 1- 0)(j - 036 984 1020 '53211484 11444 30C 1366 1308 1264 1224 92 1160 1132 11108 1088 1068 1052 1380 1360 1316 1276 '240 1208 i 1180 11; 56 11 32 '1*2 `096 'D76 1384 400 1360 1320 1284 '252 122241200 1176 1152 1132 1116 110C 450 1360 '324 1292 1264 1235 1212 1192 1158 1152 .1132 1116 TIME (SEC, -;NDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c 6 IN. DIAMETER PIPE m m CD > -ENGTH'F C7 17� be 100 1�u 200 2bu �35C --- 400 4-bC bOO 1 80 160 236 3'6 396 476a 556 632 68C 68C 7 - 5C 496 576 652 8112' 892 2_ 972 948 924 90C 884 x i0c 988 1068 1148 _732 '228 1248 1192 1144 1104 1072 1044 1020 1150 148L '564 1484 '408 ;1344 1292 1248 i 1208 1172 1144 1116 200 17G"'U 1608 1532 1464 i 1408 11360 1316 1280 1248 '216 1192 /2 .5 C 1700 -624 1560 1504 1452 1408 1368 1332 1304 1279 1248 30C 1700 1636 1580 '53211484 11444 '408 1.37E 1344 1 316 1292 350 1 1-1 0 C '644 1596 ''5521"'512 1472 '440 1408 1380 1352 1328 40C 1700 1652 1608 '568 15 32 11496 1464!1436 14CS 1384 1360 4t 0 1 70C 1656 1615 '580 1 b4b 1;,16 16 1484 .1450 1432 14-08 1388 TIME (SECONDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c r m m m CD > -1 M C7 17� z m z m m cn Z m > 0 > n 0 0 Z m m C:) 0 CD > -1 M C7 17� > CD > m Z m qq > Fj m C:) "a 00 CD cntt m CY CA cn R3 m cn cn 00 > 0 0 -0 T :r m rr 407 > -1 M Z > m