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HomeMy WebLinkAboutWWP2703713.37' T NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN,) SEE NOTE 6 MORTAR 10INT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED 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_ ,A, V ,C, ,D, ,E, 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" LD. 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. NOTES, I. 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 1/2 BOND. THE .USE....QF 5tflIAS IS PRHIBITED 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. '{ PUBLIC WORKS STD. -- 400.1 + DEPARTMENT STANDARD SAN!'� .E SIJf'`1`,i MBER 2011 PROPERTY LINE `-` FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER w Z �2"x 4" STUD MARKING POST PAINTED -TEE WITH 6" SIDE OUTLET 6'X6 W WYE WHITE WITH THE WORD 'SEWER" STENCILED SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND6 WIRE a CAST IRON RING &COVER WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, Q- SPECIFY "SEWER' ON LID, SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN -- CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 4R CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED, 60" ALLOWABLE MAX. I FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIXCNCRE BLOCKING eP� �`�\�G G© 270 MIN SLOPE HORIZONTAL 6" SIDE: OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATIQN OF TEE RT MAIN AVER 25 ELEVATION NOTE: 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. PUBLIC WORKS STANDARD SIDE SEINER STD. PLAN - 406.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER COVER & FRAME PLAN VIEW 25' DIA, C635mml 1' 3/4' 25r'Im3 I19Mml 8 3/4' 2 1/2' 1222MMI 164mml TYP COVER SECTION VIEW 26 1/2' DIA - 1673mpil 25 1/4' DIA 1641mml 1 1/16' 1/4' (6mm) DIA (27mml NEOPRENE GASKET L15, 2 mM3 61 5/8' J 23 3/8' DIA CL OPEN [16mm3 1594mm]l 27 5/16' DIA 1694mm) 34 1/8' DIA_ _ COVER BOTTOM VIEW BLT SOC. (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 114' 1 1/16" £6Mr�1 �-... �'� I27Mm7 lf8' 13mml 1/8' ER3mml GASKET GROOVE DETAIL 1867mml NOTES; FLAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). o STD. PLAN - 401 PUBLIC WORKS MANHOLE FLAME AND COVER DEPARTMENT �� O+ DECEMBER 2008 ALL 90' TURNS SHALL BE ACCOMPLISHED SY MEANS OF A WYE AND 45' SEND. TWO 45, BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE THAN 45- BEND). EVERY 2ND 4" CLEANOUT WYE WITH CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WILL REQUIRE A SURFACE CLEANOUT WYE. J j w M. w w HOUSE HOUSE HOUSE o HOUSE 01 x . Ti 3 -0" MIN. �: 4" SEWER PIPE SURFACE CLEANOUT _-4" SURFACE CLEANOUT (TYPICAL) 4" SEWER PIPE, SEE NOTES 2 6"x 6"x6" WYE WYE TEST TEE WITH SIZE NIMUM EFAMILY AND 3. IAN (SEE STD PLAN - 4O r PLUG FACE UP OTHER TH4" SINGLE IS 6" PROPERTY LINE W CLEANOUT WYE WITH PLUG (TYPICAL) T� PROPERTY LINE 3' MIN. OF 6"x 4" REDUCER (TYPICAL) 1 MAIN SEWER LINEI LS NOTES: - L Prior to installation of a sanitary sewer connection, a side -sewer z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVINGpermit must be purchased from the City of Renton Public Works a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION Department. rs OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 2, Types of pipe and fittings that can be used for sanitary sewers o Lr DEVICE SUCH AS CLEAN CHECK EXTENDABLE shall be approved by the Deportment of Public Works. Rubber or BACKWATER VALVE OR APPROVED EQUAL SMALL BELn neoprene gaskets as specified by the manufacturer, shall be INSTALLED. used on joints. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) z 3. A minimum grade of 2% (1/4" per foot) must be maintained with 4" pipe. in the event a 2% grade cannot be maintained, the SURFACE CLEANOUT i7r m owner must sign a City of Renton grade release form and then 4"x 4"x4" WYE 4" PIPING can Install 6" pipe at a grade of 1%. PLAN 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR Inspection phone number Is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for Inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the MAIN TO PROPERTY LINE 5'-0" 5'-0'. house. Do not bockfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN , Inspector. Fina€ approve; will be granted after the existing septic SIDE SEWER BUILDING SEWER 2--6" tank has been pumped out and filled with sand. 3'_D"yam - TO 3'-o 5. Install side sewer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. l� FIN 6. If side sewer stub Is not ovaitable. The owner shall be respons€bte for its Installation per standard drowing 406.1. All SQ mII ;a z 0 A 171 a= 4= y " ' � °2 i�1 A � work within street right-of-way shall be done by a licensed and m as i+i "pp>:p o (A z gzl x Zn Cym 0 Z �' % a �rr��r'7+7' bondod contractor. [7 � ZT1 ? ? Xn X mm ;r A 0 z m o to 7. 7. All work Mall be accomplished in accordance with the Washington ca $Q EL X z Z h g P' F ° Industrial Safety and Health Act. (WISHA) r-4 T, i 0 z O � g 8. All trench restoration for side sewers In the public right -of --way z �- i4 :3C shall conform to the most current trench restoration Z s' Q ' M requirements as in the Renton Standord Drawings. �M I x g z o n 9. Ali building sower and side sewers shall have bedding in g x b SA n O accordance with standard drawing 405. F -a a a AY•a 10. There shalt be a minimum 10 foot horizontal separation between m 8 9 sanitary side sewers and water services and a minimum 5 foot f° -V horizontal separation between sanitary side sewers and gIL other M Z utilities. o c� CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 TYPICAL BUILDING SEWER STD. PLAN - 406.2 4 f + PUBLIC WORKS DEPARTMENT FROM PROPERTY LINE TO tt BUILDING CONNECTION SEP'TEMBER, 2012 W (SEE NOTE 7) LIMITS OF PIPE ZONE -77777777777 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 SHALT_ 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 DE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBUC WORKS PIPE BEDDING STD. PLAN - 405 * DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 LENGTH FT 0 �w 50 10(i t2 150 a200 250 � 304 350 °° 400 454 LENGTH FT a Q 0 54 100 150 200 250 304 - 354 a 400 450 LENGTH FT w 0 50 100 154 w 200 a 250 300 350 400 450 LENGTH FT Uj 0 0- 50 100 150 2aa 00 0 250 300 350 ,-, 400 450 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.LG. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT 9E LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN -- 410 •(-s ` PUBLIC WORKS DEPARTMENT LOW PRESSURE ) - - £ FOR SANITARY SEWERS MARCH 2O08 �1 6 IN. DIAMETER PIPE 0 50 100 750 2aa 2S0 3Q0 350 40a 45a 50fl 0 8a 760 236 316 396 476 556 632 680 680 140 22a 340 380 456 536 616 696 712 708 708 280 3fi0 440 520 800 676 748 744 736 732 728 424 500 580 660 740 7$0 772 764 756 748 744 5S4 644 72d 800 8D8 796 788 780 772 7S4 760 704 784 856 $36 B20 $48 $44 792 784 776 772 844 88d $64 844 832 82d 8fl8 840 792 788 780 908 884 868 852 84d 828 820 808 804 796 78$ 908 888 872 $56 844 836 824 816 808 804 79S 908 888 876 860 852 840 832 824 $t6 Sa8 804 TIME SECONDS 6 N. DIAMETER PIPE 0 5a 10a 15a 2aa 250 304 350 400 450 540 0 80 16a 236 316 396 47S 556 632 680 680 220 340 3$4 456 536 616 696 768 760 752 744 440 52D 644 67S 75S 83S 844 828 812 8fl4 792 660 740 824 896 932 908 888 868 856 844 832 884 9fi0 1028 992 9S4 94a 920 90a 888 872 860 it00 1a84 ia44 1012 9$8 964 944 928 912 9Q0 888 1132 7092 1056 1028 1004 984 964 948 932 924 908 1132 1096 105$ 104a WOWS 996 984 964 948 936 924 ?132 1100 1076 1052 ta28 1008 992 976 964 952 94Q ?732 1104 7080 1456 1a36 7020 10D4 988 97S 964 952 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 1D0 154 244 254 300 350 40a 450 _544 0 84 160 236 316 396 476 556 632 680 684 316 396 476 556 632 712 $32 816 804 844 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1708 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 tt76 it32 110a 1468 1044 1020 1400 984 1364 730a 1248 1204 itS4 1132 1104 1080 7056.1035 ta20 1360 1348 1264 1224 1192 i164 1132 1108 1a88 106$ 1452 1360 1316 1276 1244 1208 1?8(1 iib6 1132 ttt2 149ti 9076 i360 1320 1284 1252 1224 120a 1175 1152 1132 1115 1100 1360 1324 1292 1264 1236 1212 1192 1168 1152 ?132 1t16 TIME SECONDS 6 IN. DIAMETER PIPE 0 54 100 15a 200 250 3fl0 350 400 450 500 a $D ?6fl 236 316 396 47S 556 632 S$0 684 49fi 576 652 732 812 892 972 948 924 900 884 988 7068 1148 1228 1248 1192 1i44 1104 1072 1a44 1020 1484 1564 1484 1448 1344 1292 1248 124$ 1172 1144 11'€6 17Q0 1648 1532 1454 1408 1360 131 S 1280 1248 1216 7192 1704 1624 1550 1504 1452 1408 1368 1332 1304 1272 1248 170a 1636 1580 1484 1444 14a$ 1375 1344 1316 1292 170D 1644 7596 A1568 1512 1472 144p 1408 138fl 1352 1328 1700 1652 1508 1532 1496 1464 14361408 ;38437fl0 i656 1516 1548 1516 1484 14fia 1432 1408 1388 .TIME SECONDS RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE O� 303 ( EXPIRES. 4/24/ • P-d 1 C4 ct v 1 s r Ci •.' 1• 00 urs 00 � G1 rn44 .» Lq M Z Lei') d 00 Ill it3 (D > t� E4 Qaono (%� - Q C64 i Uj Z Q) 0 •-� 0 0 QGnm 2 C7 .�. 00 o Q , Uj _d 0 ! 0 ? � 0a)a-> 00 X Z O CL t1C 0 U) 113 I I > CrLLJ E o° 00 00 rap 00 a Z 00 00 Uj m i CO a (a_ H- j < m r b G m b y�y o lw z m z � z 7 --7 - a 0 f __