No preview available
HomeMy WebLinkAboutTED4003822.8LIM W H 'Q z � W �I Of (� C Q O r�y VJ ,i CL CO Z T� Cry/ Z y O N Lf) N 3 N_ I d- N O 0 0 41 0 O Z L 0 3 0 (n C Q tr (D -41 tr) I t) O _O n 0) C 0 0 C 0) C Ltj / _O n 0 CU N N O / N w O N Z / J CITY OF RF.NTON Approvedby _.. r)ate: 'fr74 r Approved by: Apprrsvedby: Approvedby: 'Date: Date: Date: 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, NC. BCE SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX - FINISH GRADE or - - o 36" MIN COVER N o 0 _ �.\ 22 1/2- � NEW DUCTILE IRON WA TERMAIN CITY PRIVAT E .� PIPING I PIPING I z -IN UNIMPROVED RIGHT OF �I I WAY INSTALL METER BOX AT J a. PROPERTY LINE WITH 12" a LONG COPPER TAILPIECE. ° SIDEWALK a � nI � a77 TOUCHREAD WATER II METER TO BE 12" SUPPLIED BY THE Cl TY TYPE "K" SOFT I g ca <� � IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING `LOOP DOWN TO CENTERLINE f jf OF WATER MAIN TO / PROVIDE SLACK IN COPPER ZCOPPERSETTER FOR 518"xR 3/4" METEFORD SERVICE LINE TO METER. \BH72-15W-44-33G, 4R MGDDNALD BRASS: 21-215WCQQ33, OR MUELLER° 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK. VALVE ON CUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V13H72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALO BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FRIDOO-4-0) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET - ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER. BOX. A- A DRILL 2" Di A. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1i/2" MiN. FROM NEAREST r AND FRONT EDGE OF PIT LID I '-TYPICAL RIB 3/4" OR 1' GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE FIB, PUBLIC WORKS 3/4" AND 1" WATER SERVICE STD- PLAN - 320-1 « + DEPARTMENT --- r o NOVEMBER 2009 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 1:3:5 MIX CONCRETE BLOCKING PROPERTY LINE FUTURE i BUILDING SEWER w �2"x 4" STUD MARKING POST PAINTED 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED SURFACE Cl LNG & COVER WITH CAST IRON RING IN 3" HIGH BLACK LETTERS AND WIRE w WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. CL SPECIFY "SEWER" ON LID, SEE STD. PLAN 403A FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE A5 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) OR 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. r60" ALLOWABLE MAX, FOR CAST IRON PIPE 1 OR DUCTILE IRON PIPE. � ` 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN QQNCRETE BLOCKING ANGLE OF TEE_ AT MAIN OVER 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. SE10 2X MIN SLOPE HORIZONTAL o PUBLIC WORKS STANDARD SIDE SEWER # ,* DEPARTMENT INSTALLATION (SEWER WAIN TO PROPERTY LINE) 14--l" , e�4 4 SM. PLAN - 406.1 JANUARY 2013 LENGTH FT' W 0 50 100 150 2 200 250 ® 300 350 as 400 450 6 IN. DIAMETER PIPE 0 561 100 150 200 250 300 350 440 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 120 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 1 792 1 784 1 776 772 844 8801 860 844 832 820 508 1 800 792 788 780 S908 908 908 864 888 668 868 872 876 852 856 860 84-0 844 8552 828 836 646 820 824 832 808 816 824 804 808 816 796 804 1 805 788 796 804 TIME (SECONDS) 6 IN. DIAMETER PIPE LENGTH F 0 50 100 150 200 250 300 350 400 450 500 0 0 80 160 236 316 396 476 556 632 680 880 50 220 300 380 456 536 616 698 768 760 752 744 100 440 520 600 676 756 836 84.0 826 812 804 792 150 660 740 820 896 932 908 888 868 856 840 832 200 860 950 1025 992 964 94-0 920 900 808 872 860 260 1100 1084 1044 11012 988 964 944 928 912 900 888 300 1132 1092 1058 11026 1004 984 1 964 948 932 920 908 350 1132 1096 1068 1040 1016 996 980 964 948 936 924 400 1132 1100 1076 1052 1028 1008 992 976 964 952 940 450 1132 1104 1080 1056 1036 TIME 1020 1004 988 976 964 952 SECONDS LENGTH Fr W 0 t= 50 t0O w 150 200 rs 250 � 300 N 350 400 450 6 IN. DIAMETER PIPE 0 0 50 80 100 160 150 236 1 200 316 250V471 396 400 632 450 680 500 680 316 632 396 712 476 792 556 872 632 952 712 984 804 908 804 888 792 876 952 1028 1108 1132 1088 1052 972 952 936 1268 1284 1224 1176 1132 1100 1020 1000 984 136d 13001248 1204 1164 1132 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1666 1068 1052 1360 1318 1276 1240 1208 1180 1156 1132 1112 1096 1076 13150 132d 1284 1282 1224 1200 1178 1152 1132 11113 1100 1360 132414­ 1264 1236 1212 1192 1168 1152 1132 1116 TiME SECONDS 6 iN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 2DO 250 300 350 400 450 500 uj 0 0 80 160 236 316 396 476 556 632 680 680 ci 50 4-96 576 652 732 812 892 972 948 924 900 884 100 988 1068 1148 1228 1248 1192 1444 1104 1072 1044 1020 150 a 200 1484 1700 1564 1608 1484 1532 1408 1464, 1344 1408 1292 1360 1248 1316 1208 1280&114,081384 1172 1144 6 1116 1192 r`a 250 1700 1624 1560 1504 1452 1408 1368 13322 1248 z 300 170{) 1636 1580 1532 1484 1444 1408 13766 1292 350 1700 1644 1596 1552 1512 1472 1440 14082 1328 " 400 1700 1652 1608 1568 1532 1496 1464 1436 1360 450 1700 1656 1616 1580 1548 1516 1484 14608 1388 TIME SECONDS PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P,S,I.O, ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 00 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.510, OF PRESSURE, THEN THE TiME OF THE DROP FROM 3.5 P:S.I.O. TO 2,5 P-S.I.G. SHALL NOT RE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y PUBLIC WORKS AIR TEST TABLE STD. PLAN - 410 .* DEPARTMENT ( LOW PRESSURE) FOR SANITARY SEWERS MARCH 2008 4" SEND AS REQUIRED (NO MORE THAN 45' BEND), EVERY 2NO 4" CLEANOUT WYE WITH CHANGE iN DIRECTION OR GRADE 45' BENO AND PLUG. WiLL REQUIRE A SURFACE j CLEANOUT WYE.. j HOUSE lu $ 1 HOUSE ly SURFACE CLEANOUT 4" SURFACEE 6;.k, &'x6" WYE a CLEAN®UT (SEE STD PLAN j W tW CLEANOUT PROPERTY UNE WYE WITH PLUG 3' MIN. MAIN SEWER LINE? IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING r" FLOW LEVEL RiMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE v PUBLIC SEWER SYSTEM A SACKFLOW PREVENTION EVEN ON 0 ! DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE W INSTALLED. \�4!* FLEXIBLE COUPLING (FERNCO OR EQUAL) SURFACE CLEANOUT 4"X 4"X4" WYE 4" PIPING ELM BUILDING DRAIN FOR LOW ELEVATION HOUSE MAIN TO PROPERTY LINE F-D" `u 0 PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEWER 2'-6" 3'-0"MIN. I fid 3'_C,• f ' to -< :9rm C �'ji tlf yte S n x M 4. V "a m O N C rn I-n > .p Ci Y 7a ai A:9 8 vj t, P-z 'T9 k. 4Z'} Z X! RI Z ,..� Ip� as rp+� 1P W Z % Ja VOA � •�' O C C 91c ycpv mm I me^z v 0 to(Asp U E o Q ALL SO' TURNS SHALL RE ACCOMPLISHES BY MEANS OF A WYE AND 45' SEND. TWO 45• BENDS SHALL NOT BE ACCEPTABLE. i W HOUSE HOUSE s0" MIN, 4" $EWER PIPE (TYPICAL) 4" SEWER PIPE, SEE NOTES 2 4" TEST TEE WiTH AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) PROPERTY LINE 6"x 4" REDUCER (TYPICAL) NOTES I. Prior to installation of a sanitary sewer connsotion, a side -sewer permit must be purchased from the City of Renton Public Works Department.. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works- Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3, A minimum grade of 2Z (1/4" per foot) must be maintained with 4" pipe, In the event a 2$ grade cannot be maintained, the owner must sign a City of Renton grade release form and then con install 6" pipe at a grade of 1 X 4. For Inspection of side sewer, call 24 noun in advance, The Inspection phone number is on the side sewer permit. Site must be ready for Inspection and representative an site whom Inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the P Y house. Do not backfill the ditch until approval Is given by the Inspector, final approval will be granted after the existing septic tank has been pumped out and filled with sand. 5. Install side sewer with 2' minimum cover, i6 cover is allowed at the house If outlet Is shallow. 6, if side sewer stub is not available, The owner ehoii be responsible for Its Installation per standard drawing 408.1.. All work within street right-of--woy shall he done by a licensed and bonded contractor. 7, All work shall be accomplished in accordance with the Washington Industrial Safety and Health Aot, (WSHA) 6. Al trench restoration for side sewers In the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. Ali building sewer and side sewers shall have bedding in accordance with standard drawing 405. 10, There shall be a minimum 10 foot horizontal separation between sanitary side sewers and water services and a minimum 5 fact horizontal separation between sanitary side sewers and siL other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 1PUBIJC WORKS TYPICAL BUILDIN43 SEWER STD. PLAN -- 408,2 +ori, *FROM PROPERTY LINE TODEPAk?I'MENT BUILDiNG CONNECTION SEPTEMBE2 2012 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CiTY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK 1NITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ,AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE, 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A, REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION, 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. % BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PiPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. W=382203 S=382202 R=382209 5628 Ai I art Way S 1 PER CiTY REVIEW COMMENTS AMS 7 31 13 MXP SURVEYED: SCALE: DATE: '�%^' MxP 1988 HORIZONTAL: D196%1991 41 5I 12 2015 Suite i 2 PER CITY REMV COMMENTS AMS 11 1 13 MXP DESIGNED: SEE GRAPHIC .. CITY 0 H ! G H LAN D S PARK SHORT PLAT (U 13001144) FIELDBOOK: / 3 PER CITY RENIM COMMENTS AMS 3/27/14 MXP AMS/MXP _ 6200 SE 2ND PL RENTON WA Seattle, WA 98108 64 RENTON t PAGE: DRAWN: WATER & SEWER NOTES & DETAILS P 206 4.2�-71 �� 4 PER CITY REVIEW COMMENTS TAMS 10 14 MXP TAMS DRAWING No: � � o ,� /�17V Limit ONE INCH DATUM 206) 457-4469 �, R�rsr>�� Cs 5 PER CI Y REVIEW COMMEN75 AMS Q 20 1S MXP CHECKED: Vn AT FULL SCALE 02� � 1 2 SSI Mx IF NOT ONE INCH Planning/Building/Public Works Dept. plogC( nsulting.c4m NO. REVISION BY DATE APPI? APPROVED: SCALE ACCORDINGLY SHEET: 9 OF:1 1 MXP UA-NNNNAIA =M z �= C � DJ ' z_ ITTTi J.J J D to D C ® ZT7 O M Qo D n n �