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Home My WebLink AboutS-392152N roll U w NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM 4F 18" 13ELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RuIDDER CASKETED JOINTS SEE NOTE 5 IF REQLJIRED3 LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX RIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHEL.7 COMPACTED SUBGRADE MTH 6" CRUSHED ROCK CJR ADDITIONAL VATERIAL SUITABLE TO SUPPORT STRUCTURE A, B, ,C, ,Q, ,E. 48" MH 48'1 6" MIN- 5" MIN 24" MIN. 21" ICI 54" MH 54" a" MIN 55 MIN 1 24" MIN 24' ID 60" MH 60" a" MIN 6" MIN 42" MIN 30" 1 D NOTES, 1 SEEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-475. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PRoHIBITEO- 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATS❑ (SEA -LED) WITH A HIGH SOLIDS URE7HANC COATING, WAS5EF? MC-SHIELUCOAT 1C)c OR APPRCVF; D EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER r,ASKETED JOIN17S SHALL BE IN CONFORMANCE WITH ASTM C-4-43 6 CHANNEL NDTH AND HEIGHT SHALL LQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE U51NG KOR-N--SEAL BOOTS OR APPROVED EQUAL 19 IN UNIMP'RDVED AREAS. MANHOLES SHALL EXTEND .A MINIMUM OF 6" AND A MAXIMUM OF 12" AUQVL FINISHED GRAVL CR MUST HAVE AN AT -GRADE, MINIMUM 2'-WADE CONCRETE RING POURER ARQUMp THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM flF CO" +N DIAMETER STD_ PLAN - 40a.1 ueuc w ENT MdtMartin PaSDEPARTMENTT DEPARTMENT STANDARD SANITARY MANHOLE fi/ 26/202 I, ed GATE STD. STANDARD SANITARY MANHOLE REMOVE MANHOLE COVER, FRAME, ADJUSTMENT RINGS AND COME (OR FLAT TOP) TO A DEPTH OF AT LEAST 4 FEET BELOW THE FINISHED GRADE ELEVATION. a CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) NTS i IN ROADWAYS, RESTORE PER STANDARD PLAN 110.1 OUTSIDE OF ROADWAY5, RESTORE TO MATCH THE ADJACENT AREA COMPACTED SAND, GRAVEL BORROW OR CCII �CONCRETF_ PLUG OF 12" IN LENGTH) r f A. 'DRAINAGE C]RA NAGE HOLE (TYPICAL) NOTES. 1 DRILL A VINIIMUM OF 4 - 2" ARAINAGE HOLES IN THE 807TGM OF THE MANHOLE 2 PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE 3 FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW {SECTION 9-03 14(1)) OP CM7 4 DEBRIS FROM BREAKING THE UPPER PORTION OF THE. MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF PUBLIC WORKS DEPARTMENT ABANDON MANHOLE ABANDON MANHOLE NTS Stantec 1687 114TH Avenue SE, Suite 100 Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com LEAIGTH FT O CLFL 50 100 150 200 250 Fi 300 350 °a 400 450 LENGTH(F w o CL 50 W 100 r '50 ]0 200 Ei 0 250 300 350 400 450 STD. PUkN - 40Q.5 I AfflpP61Q" Martin pa5t1 *1/2a20 1 12:55 �� DATE firll_THEILES - 3 PLCS EQUALLY -SPACED 120, APAPT [IN 23 1/16, [58; Imp DIA B.0 (1= BFTA3L? 1111�t RENTON COVER 8 FRAME PLAN VIEW S` ➢!A, ly %635-irr] I' C19rlm] i = 3I4 2 1/2" "wil 164r1r17 COMER SECTION VIEW C�73nrIT 25 114, Dlc. _ [e41rrh1 1 iJ16, 1/'4' I6nw MA C27rlr*11 FNEOPPENE G.ASRET I 1 C15rrlr' 5f8` �, E• DIA 1.L ❑FEN r 16riril r5q4r;nl 27 51116" T]1A I6?4rml] 34 lie` DIAL COVER BOTTOM VIEW 7 13LT SC1C. xALLEN HEAD) RUBBER WASHEF' l I I I I I I� BOLTING DETAIL ]f9` C6rin] r J 7, GASKET GROOVE DETAIL - _ � 7mml I}N TES; FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST JORDAN IRON WORKS INC. Ncr 3717C 1 OR E01JAL ? USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), QP WATER (SPECIFY F]� 5TD. PLAN - 401 >~ , PUBLIC WORKS FR-A D: DEPARTMENT M, NHGiLE FRAME AND COVER GAZ 9/11/2019 1 2:12 P 1Jh uvJ.. tn,r.,i„uDATE sTD. MANHOLE FRAME AND COVER NTS 6 IN DIAMETER PIPE 0 501 100 150 200 250 300 3501 400 450 500 0 80 150 236 316 396 476 556 632 680 68O 140 220 300 300 456 536 546 696 712 708 708 80 360 440 52D 600 676 74a 744 736 732 728 424 500 560 660 740 780 7T2 764 756 74a 744 564 644 720 8DO 808 796 788 780 772 764 760 704 764 656 836 820 808 800 792 784 776 772 844 B80 660 844 832 620 808 800 792 788 700 909 B84 868 852 840 928 B20 8021 804 796 798 'DOS B88 872 1356 1944 836 B24 BTfi 80B 804 795 9i?8 588 876 860 852 BOO 1332 524 815 808 804 TIM(SECONDS) 6 IN DIAMETER PIPE 10 50 100 150 200 1 250 1 300 350 400 450 500 0 80 T60 236 31E 396 476 556 632 68CF 68 220 300 380 458 5.36 ES4fi 696 76-8 760 752 744 4410 520 600 676 . 756 8.35 840 828 812 aQA 792 560 740 620 896 932 908 888 886 856 840 832 880 960 1028 992 964 940 920 900 889 872 860 1100 1084 1044 10,12 98B 964 944 928 912 900 888 1132 1092 1056 102,8 1004 984 964 94$7 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1075 1052 1028 1008 992 97B 964 952 940 1132 1104 10BO 1056 1D35 1020 1004 9BB 976 964 1952 TIME (SECONDS) L£NOTH FT) CL a 50 W 100 L~�r 1.50 d 200 8 250 _ 300 350 400 450 LENGTH(FT) L.J 0 L CL 50 0� '00 Lo '50 206 250 z 300 350 d00 TEE OF APPROPRIATE SIZE USE ROINAC COUPLING OR APPROVED EQUAL VIHEN 60" MIN CONNECTING TO AN EXISTING NEW SEWER MAI MANANIHOLES N rW (SEE NOTE 7) LIMITS OF PIPE ZONE w 6" BEDDING MATERIAL FORTIT SANITARY' SEWER PIKE of (SEE NOTE 5) PIPET SEE NOTE 7 • "` FOUNDATION LEVEL � r "RELINE12" 13RAND STAINLESS • STEEL ADJUSTABLE CLAMPING -3Rn4CKirrS 4R APPROVED EQUAL EBEQOINO FOR SANITARY SEWER PIPE r 90' BEND EMB£IDDED IN CONCRETE l I/2 THE DIAMETER QF • THE DOWNSTREAM PIPE • 4 • - 4r d NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL N OnS 1. 5ANIiAfiY SEWER PROPS ARE ONLY TO 9E USEDUPON APPROVAL BY TF+E WASTEWATERWASTEWATER2. HAND TAMP UNDER HAUNCHES. UTILITY SEC71ON 3. COMPACT EIEDDENO MATERIAL TO 95% MAX, DENSITY EXCEPT D.IREGTLY 2 DROP PIPES AND I'ITTINGS SHALL B£ PVC SDR 35 WHEN CONNECTINGCONNECTINGTD ALL EXISTING LIVER PIPE. HAND TAMP ONLY. SEWER MAIN MATERIALS EXCEPT DUCTILE IRON, USE AWWA C9CO PIPE AND AWWA C907 C PIPE INSTALLATION SHALL BE PER SECTtDN 7-08 OF THE FITTING WHEN CGINNECT1NG T4 DUCTILE IRON SEWER MAINS STANDARD 5PECIFICATICNS 3 NAINIMUM SIZE MANHIDLE FOR INSIDE DROP CONNECTNN SHALL BE 60' DIAMETER 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) 4 CONNECTION5 TO MANHOLE SHALL BE CORE r3RII_LE`l] AND USE KOR_N-SEAL BOOTS OF THE STANDARD SPECIFICATIONS OR APPROVED EQUAL 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW 5 USE ROMAC COUPLING OR APPROVED ECWAL WHEN CLINNECTING TO AN EXISTING VAIN LINE IS WAINTAINED 6 14rTKN A 60" DIAMETER MANHOLE. THE MAXIMUM ALLQW+LBLE -DIAMETER OF THE INSIDE 7 TRENCH MOTH SHALL BE PER SECTI0N 2-09.4 OF THE DROP PIPING 15 12" INSIDE DROPS :EXCEEDING 12" iN DIAMETER OR MIJLTIP'LE DIROP5 STANDARD SPECIFICATIONS. SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 7 "REUNER" BRAND 57AINLESS STEEL ADJUSTABLE CLAMPENIG BRACKETS O1 APPROVED EQUAL SHALL BE INSTALLED WITHIN 6' OF BOTH BELL AND SPIGOT ENOS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEECIS 5 FEET THEN CENTER STRAPS SHALL HE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS 13 MANHOLE GONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP STR. PLAN - 402.2 ST , PUBLIC WORKS INSIDE DROP CONNECTPON DEPARTMENT Martin Pastuchj0/26/ FOR SANITARY MANHOLE _ MATE INSIDE DROP CONNECTION (STD. FOR SANITARY MANHOLE 5 IN DIAMETEiR! PIPE D 0� 50 Too 150 200 �3113 250 39.5 300 475 350 555 400 450 500 60 160 736 632 68D 5g{} 316 396 476 556 632 712 832 016 804 804 792 632 712 792 872 952 984 952 928 908 8M 876 952 1028 T108 1132 1080 1052 1020 992 972 952 935 1268 1284 1224 11 % 11 �2 1100 1068 1044 1020 T ROO 984 1360 1300 1248 1204 1T64 1132 1104 10BO 1056 1036 1020 1360 1300 1264 1224 1192 1160 1132 1108 1088 T068 1052 1360 131E 1275 1240 1208 1180 1156 T132 1112 1096 1075 T 36d 132d 1284 1252 1224 11200 1176 1152 1132 1116 11>011 1360 1374 129,E 1264 1236 1212 1192 1168 1152 1132 t 116 TIME (SECONDS) 6 IN DIAMETER PIPE 0 50 100 1 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 18Q 580 496 576 652 1,52 8T2 092 972 948 924 900 884 988 1068 T 148 1228 1248 1192 1144 1104 1072 1044 1020 1494 1564 1484 140EI 1344 1292 1248 1208 1172 1144 11115 1700 1600 1532 14154 1408 1360 1316 12190 1248 121fi 110 1700 1624 11550 104 1452 1405 11368 1332 J1304 T272 1248 1700 1636 1580 15-32 1484 14,44 1408 1376 -34A 1316 12g2 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 13 2$ 1700 1652 1608 15619 1532 1496 1464 1436 140E 1384 1350 1700 1656 1616 1580 1548 1516 14a4 1460 1432 1408 1389 TIME SE_'dTNDS SLOMY PRE55LIR17.E THE PFPE TO 4 0 P S I O ALL SEWER PIPE SHALL IAEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4 D PSIG FOR 5 MI:NUTES AIR AS REQUIRED TO STABILIZE THE P+RESSi,1RE KITH NO LOSS OF PRESSURE IF THERE IS A LOSS AT 4 0 P 5_I_G EDF PRESSURE, THEN THE 11ME OF t+-E DROP FFIDNI 3 5 P S I C TO 25 PSIC SHALL NOT SE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES AO AIR TEST TABLE iqr,� by D. PLAN 41a PUBLIC WORKS LOIN PRESSURE A" DEPARTMENT I y Martin PastUChd26/2020 FOR SANITARY SEWERS ��,..»�. DATE AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS N0. NTS REVISION 1 12:! SURVEYED: DLB DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: HORIZ SCALE: NTS WASTEWATER TITTLE" STANDA L) NoTes STD. PLAN - 4105 PUBLIC WORKS PIPE BEDDINGURI APP DEPARTMENT FOR SANITARY SEWERS Martin Pastuch4a/26/242 711E-11J8 B•e•iD o,..re PIPE BEDDING FOR sTD. SANITARY SEWERS 405 NTS 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC VVORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 2a-HOUR NOTICE SHALL BE REOUIREI3 PRIOR TO STARTIN NEW CONSTRUCTION IT SHALL. SE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL a€ A(;wMPL18HED BY A REPRESENTATIVE OF THE CITY. IT SHALL LIE THE CONTRACTOR'S RESPONSIBILITY TO NOT THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKPILLING ALL CONSTRUCTION 4 THE HOURS OF WORT{ IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEOUENCEiS OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SETS IN ACCORDANCE WITH LOCAL. STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXIST] 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 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A ❑IG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING, ANY EXCAVATION rHE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EULIALLY ON 13OTF SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 THE PIPE SHALL BE EOUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKF ILL (9-G3.19). 9 SANfTARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDR 35, C900IC905 OR DUCTILE IRON CLASS 50. UNLESS OTHE7RWISr; APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCT{JR€ (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWFJR 15 TO BE LOCATED UNDER ANY STRUCTURE (WALL. BUILDING FOUNDATION, ETC-), IT SHALL BE DESIGNED BY PROFESSIONAL ENGINEER UCENSED IN THE STATE OF WASHINGTON IN ACCORDANCEE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3}AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL 8E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE W$DOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIR€ Ll_NGTH OF THE P1PE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEARING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL. DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTUN OF Stantec was not present on site during construction. These THE CITY FOR THE PREVENTION orON$1T.EEROSION BOTH DURING CONSTRuunONAND AFTER THE recorare a d drawings compilation of a co of the sealed copy COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL g p 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH ARECORD DRAWING OF THE SANITARY SEWER engineering drawings for this project, as modified by SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BYALICENSED PROFESSIONAL ENGINEER ORLJCFNSED PROFESSIONAL SURVEYOR information furnished by the as -built survey on the project. PUBLIC WORKS WASTEWATER UTILITY DEPARTMENT STANDARD NOTES WASTEWATER UTILITY STANDARD NOTES NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATUM Planning/Building/Public Works Dept. The information shown on the record drawings that was provided by the City Utilities Dept. inspector cannot be -,, 1811_ PLAN--413 verified for accuracy or completeness. The original sealed PII€>vFD Martin Pastucha.0/26/2 20 i drawings are on file at the offices of the City of Renton. - ... DATE S-392152 RECORD DRAWING APMXMD BY DATE THUNDER HILLS SEWER INTERCEPTOR REHABILITATION WWP-27-03921 CITY STANDARD DETAILS DATE: 10/20/2022 FIELDBOOK: PAGE: DRAWING NO: SHEET: OF: 52 68