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Home My WebLink AboutS-361629w g Z U w 'o a C w 7' t NOT TO sGAI:E MANHOLE FRAME AND COVER SEE STD. FLAN 401 ANUSTMENT RINGS (2" KIM) SEE NOTE 6 MORTA m?TT(S) (31W MIN,) SE NOTE 5 CONE (ECCENTRIC) RUBBER 0AS(ETED JOINTS M ACCORDANCE VAIN ASTS C -443 STEPS POLYPROPY.FNE STEPS WALL BE INCLUDED CONCRETE 9E_R BY PIPE INC OR APPROVED EQJA LADDEPH, POLYPROP`LENE SHALL BE ATTACHE) TD MAUNRCLE MAX PIPE SIZE -'E` CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, tAD1E.fi:.. L. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 1 STEPS ARE TO BE IN PLACE �"QRE MANHOLE SECTIONS ARE INSTALLED. 3. CAST:N3 SHALL RE PER STD. PLAN AGO 4, MMHXE SECTORS "9 BE OF REINFORCED PRECAST CONCRETE. S. ALL ACRES NTSCE4 THE CONE RISER RINGS, eRtCK5 AND CATENG SNAi1, BE GROUTED, s. AOJUSR,RNT OF THE .,ASTINO TO GRADE ,.HALL BE ACCOMPLISHED WITH A. COMBINATION OF ADJU5iMENT RINGS, tiRWKS AWE MORTAR ULA,y 91RCI 3 MALL BE lTAOCNED'R) Cf EAff A RUNNING SEND Oat 1/2 GONE. THP U9�(2E' SF F C .5 pROa 81T':'D 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES MCLUDINC CHANNELING, COATED (SEALED) AFH A HIGH SQUIBB URETHANE COATING; WASSER MC- AROSHIRD OR APPROVED EQUAL: COLOR OF COATING SMALL BE WHYEc. 6 RUBBER GASKETEO JOINTS SFIALL BE IN DON- CRMANCE a4TH AEU 0-443. 9, CHANNEL HEIGHT SHALL BE A MINMUV OF 3/4 OFF, THE INSIDE DIAMETER Or THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHAW BE MARE USING GPd: AOAPTCR, KOR -N --SEAS BOOTS OR APPROVED EQUAL, It MANHOLE] EQUAL TO ME QREATER THAN 20 FEET DEEP 50A:_ HAVE A MINIMUM CEAMET -ER OF GD "AND HAVE A "5URETRACH ' ' CLA BIND AND FALL PROTECTION SYSTEM INSTALLED - 3@D, PLAN. - 40G:4 PUBLIC WORKS STANDARD SANITARY MANHOLE a ° OEPARIMENT VARCH 2008 3 I LA il, \ F ,• EJ/ 't 4 J °- / / r OE. FA .� Y 48" MH 48 B MtN. S00 a>6 DUCTILE IRON PIPE, ' -S 54 MH 54 8 MI N. 5 app I.D. F €" MN 60" B MIN. Y � 5 I 2 ' I.D. tAD1E.fi:.. L. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 1 STEPS ARE TO BE IN PLACE �"QRE MANHOLE SECTIONS ARE INSTALLED. 3. CAST:N3 SHALL RE PER STD. PLAN AGO 4, MMHXE SECTORS "9 BE OF REINFORCED PRECAST CONCRETE. S. ALL ACRES NTSCE4 THE CONE RISER RINGS, eRtCK5 AND CATENG SNAi1, BE GROUTED, s. AOJUSR,RNT OF THE .,ASTINO TO GRADE ,.HALL BE ACCOMPLISHED WITH A. COMBINATION OF ADJU5iMENT RINGS, tiRWKS AWE MORTAR ULA,y 91RCI 3 MALL BE lTAOCNED'R) Cf EAff A RUNNING SEND Oat 1/2 GONE. THP U9�(2E' SF F C .5 pROa 81T':'D 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES MCLUDINC CHANNELING, COATED (SEALED) AFH A HIGH SQUIBB URETHANE COATING; WASSER MC- AROSHIRD OR APPROVED EQUAL: COLOR OF COATING SMALL BE WHYEc. 6 RUBBER GASKETEO JOINTS SFIALL BE IN DON- CRMANCE a4TH AEU 0-443. 9, CHANNEL HEIGHT SHALL BE A MINMUV OF 3/4 OFF, THE INSIDE DIAMETER Or THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHAW BE MARE USING GPd: AOAPTCR, KOR -N --SEAS BOOTS OR APPROVED EQUAL, It MANHOLE] EQUAL TO ME QREATER THAN 20 FEET DEEP 50A:_ HAVE A MINIMUM CEAMET -ER OF GD "AND HAVE A "5URETRACH ' ' CLA BIND AND FALL PROTECTION SYSTEM INSTALLED - 3@D, PLAN. - 40G:4 PUBLIC WORKS STANDARD SANITARY MANHOLE a ° OEPARIMENT VARCH 2008 3 I LA il, \ F ,• EJ/ 't 4 J °- / / r 1k `F ( , I .. FA .� Y /-60'• FOR CAST IRON PIP*CR 200 3f6 7�7�� S00 a>6 DUCTILE IRON PIPE, ✓4. 4:R 834 4" CONCRETE 44p >sQSY.e, 7, ?"CL :I7Z1r Y, I,t a r: wf;J1 H aRRba.. 'a�Y :e•4th.. rP,v m... ,L .'_ 3 ACI r;: DDIN - ,A, , tit L 96F1 o:A>. vAb, U11A -'n. Y.w C o ICPOL'f, r ntTk W IR"r mkl`�APAIVL. CIF FCNOF P` 'AP?Y e r ' A 5 s i IH AL Y $ >t z A @ s ( C r ➢ I J I wt P LA1,15,IX OF F18, € t Or l N S O ?i SLR 3v F d 0.1 A' L*' 430 I. E c x it ai p r r { VIMIE011l, Hk .. r�.0 f.D •1 if >....r :E,A,z. U11"1111011 V TIC "A,IP;. Y r ICAF DN MLSI. r i J,u3 it °it A'vNEi@ AC TO JJl%l.aF, PU33f ( 1 Is HAlN_A4S.. 819, PLAN - 408 I BLIC WORKS PIPE BEDDING DLPuxrbT3dGLN'I' FOR SANITARY SEWERS aAAac,u AQDF4 TERRA® DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE ® 5027 51st Avenue SW Seattle WA 98136 ® Phone 206.923,0590 ® Webaite WeWAermfoanodeeigngrauRcom SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA ?LAN FITS -V-O" OUTSIDE DTA. 1 Lt' - 2" ASPHALT CLASS "." OR AS APPROVED. BY ALLOVIABLE MAX, THE ENGINEER, FA .� jj T` /-60'• FOR CAST IRON PIP*CR 200 3f6 7�7�� S00 a>6 DUCTILE IRON PIPE, ✓4. 4:R 834 4" CONCRETE WHPN GERM H PAVEMENT AND $A% MA.a -"SSIS FDA A WSTANCE pMICH IS EDJA1 TO THE DIAUt fR C£ THE MARC PLUS TNJ FEEL. MUST CAUSING FRAME TO PAE)aT SCRFACE USING POSER RINGS OR CONCRETE BU CRS F4 R 5 0 "I 400i. REP4AGE ALL BUT TOP V OF EYCAVA Sa MAINiA4 'WON CLASS 3000 CONCRETE (3/4]. RMSh PAVEMENT SURPACE MTH 2" OF ASPHALT CLASS F` OR AS APPROVED eT THE EM IRTR. �j PU87dc WO*CES TYPICAL UTILITY COVER Ml PLAN - 400:6 D➢PARPAiZ T ADJUSTMENT FOR PAVEMENT OR OVERLAY MARCH 2000 P° eD= =PER A, ACCEPTABLE PROCEDURES FOR SEE SEARS CONNECTIONS To MAIN l4NES ARE AS FOLLCAS, A. MITERED CLAY AWN -TAT IN A NEW TEE USN., FLEFA6LE OJE;PUNCS (FEMICO OR APPROVED EQUALL B. CONCRETE MAN - CCR :£- ORILL£DWITH A ROMAC SADDLE FOR A.PPROtA6 EQUAL). C, PVC MAIN - CARE-ORiU M, VATH A NOVAE) SAWLE UA ARPROY.A EQUAL) OR 4f1 'IN A NEW TEE UK= RIGID COUPLINGS, D. DUCTILE IRON MAIN - GIIK- QRILIEO 14C A RGMAC SAUGUS (AR APPROVED NSA-) R tdANH)LE' CONECTON - ALL CCNNECTUYS TO MANHOLES SHALL BE AT MANUF"ACTURM KNOCK -CUTS OR THE STR(LFREE SHALL Bk' OWE - _.HILTED. NQ: FUNLESS OTHERWSE SHOVM ON PLAN, SDE SEWER SHALL HAVE A MINIMUM 2S' COVER AT PROPMT LINE OR 3 -6' LOWER ,PAN THE LOWEST HOUSE ELSVATI0,1, %I CHEVER IS LOWER, " DEFARTMF.N'T" (SEWER MAIN TO PRQ RTYRLINE) �MARCA 2010�� 3/12 3 2 TDG JOB# 09014 NO. REVISION RENTON \\ SEWER. ,f COVER $ FRAME PLAN VIEW .E r e9ia ^t T'f NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA COVER BOTTOM VIEW fi 1 S� EON BOLTING DETAIL 26 "la EM r q` Ii f &N 4 k , Y ! Pi ; er .. GASKET GROOVE DETAIL f 39 I /b' 'Jbt .--..,...,....._, EIS. FRAME SECTION VIEW a .t,h A AR`IS FIC P I OR F W, St -U A4!' AND V'_I EN fOrl sfC a F`P• 1;4,a ( ON ( +H P:Trr} 5 rCR` OR ,LA 'J, A i g PVD[I AOr'bs 819 PLAN - --- ' ' DE,F 13TIAENT- MANHOLE FRAME AND COVER -" ----- MARCH :008 61N. OGVEIER ALLOVIABLE MAX, 4 n FA .� ipq 15p /-60'• FOR CAST IRON PIP*CR 200 3f6 25p 398 S00 a>6 DUCTILE IRON PIPE, 900 632 4:R 834 500 5P.4 44p 220 app 380 x56 538 LOC { BLOGK.tG Y � 5 I 2 JOB ]°8 26p 360 440 fi20 BOQ 678 R J44 ]3B T2 HORIZONTAL 42a 5:0E OUTLET'TEE a60 B` MIN, SEB,CR MAIN 5FIBER M.AN ]92 i94 z5fi CA€ ]4a 79P AT MAIN OVER 25 S1DnF 806 ELEVATION ]BB J8A NQ: FUNLESS OTHERWSE SHOVM ON PLAN, SDE SEWER SHALL HAVE A MINIMUM 2S' COVER AT PROPMT LINE OR 3 -6' LOWER ,PAN THE LOWEST HOUSE ELSVATI0,1, %I CHEVER IS LOWER, " DEFARTMF.N'T" (SEWER MAIN TO PRQ RTYRLINE) �MARCA 2010�� 3/12 3 2 TDG JOB# 09014 NO. REVISION RENTON \\ SEWER. ,f COVER $ FRAME PLAN VIEW .E r e9ia ^t T'f NW 1/4 OF SEC. 24, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA COVER BOTTOM VIEW fi 1 S� EON BOLTING DETAIL 26 "la EM r q` Ii f &N 4 k , Y ! Pi ; er .. GASKET GROOVE DETAIL f 39 I /b' 'Jbt .--..,...,....._, EIS. FRAME SECTION VIEW a .t,h A AR`IS FIC P I OR F W, St -U A4!' AND V'_I EN fOrl sfC a F`P• 1;4,a ( ON ( +H P:Trr} 5 rCR` OR ,LA 'J, A i g PVD[I AOr'bs 819 PLAN - --- ' ' DE,F 13TIAENT- MANHOLE FRAME AND COVER -" ----- MARCH :008 61N. OGVEIER PIPE. 4 n FA .� ipq 15p 130 23fl 200 3f6 25p 398 S00 a>6 35R 556 900 632 4:R 834 500 5P.4 44p 220 app 380 x56 538 hie 6_B >12 JOB ]°8 26p 360 440 fi20 BOQ 678 >4B J44 ]3B T2 128 42a 51]0 a60 680 ]dp J80 ]92 i94 z5fi 448 ]4a Sfi4 644 T2q SQO 806 J86 ]BB J8A ]J2 J64 ]5q zna J84 VIE ]40 825 808 BOB J92 iB5 J76 ]J2 eaa seo aeq asa 9az e� 606 epo ]QZ >ss6 760 908 88a 668 8✓2 890 6z6 920 808 60a :96 ]6a 9pt3 868 3J2 856 8Aa a 56 62 a Bib. owl a 9C. ) B ' 9 eos eae L?6 860 B5z ea e i a a ata era aaa. IiME k'COND^s 98a S St LEACM PT 0 5a oa 5a 204 5i 250 R 30Q 405 450 N.01AN PRES EPOZE THE PIPE W 4,0 RRA.G. ALL SORT APE SHALL ABET f. MINIMUM NR ALLOW 2 JEWI FOR S ABtLGARON, AONN° PRESSURE TCST OF 4.0 P,S.LC, FOR 6 MINUTES AIR AS REOMPREF TO STABUZE THE PRESSURE Win1 M1E LOSS W PRESSURE, iF HIRE fS A LOSS A 4.0 POW, CF PJAM'S o THEN THE TIME OP THE CROP Fl104 39 PSI.C. TO 2R P.SLG SHALL NOT ESE LES THAN 'NE TIM! GROWN ESN TIE Allow TABLESPIiHLTC WORKS AiR'7EST TABLE BID. PLAN - 41Q llEPATYl`MEN'i ( LOW PRESSURE ) POR SANITARY $EWERS MARCH 2000 DIAMETER , ,,,, , ,, €N ,DIAMETER D 60 100 i50 200 260 PIPE 350 -'a00 00 .� 0 80 ,LENGFH(fT 0 50 IDS 159 .260 25p 3x' 350. 4p0 450 600 0 0 89 YBO e32 3ie 396 'aYB 566 632 �fi80 404 50 220 SGO 380 056 536 Be 696: 7E8 >60 762 J4a 590 a40 S20 600 6 >5 ]SIB 836 840 82a 812 86a >42. iSQ, 660 ]40 820 896 932, 906 688 865 858 840, 832 a 200 850 369 '028 992.,964 1332 1658 920 , 900 300 _ -Bf2 BSO 250 tYx 1584 1044 loT3 98B _840 884 �9c4 428 _888 6i2 9G-0 888 300 tY52 1092 1056 Y038 1004 OM SEA 964 448 932 920 908 369 1132 ?496 1088 ?040 1016 896 960 98a 948 938 92< 40a _�, 113? 1100 10]6 ,1452 1038 5008 992 9J8 46+ 452_ 940 SE ^IAytlO 1132. ]104. L190.. _CSR. FPYTB tffiD 7004 989.,916. 36a ... ........4?p...... (SECOND.. ... .952„ DIAMETER PIPE. 0 LEMON fT D 60 100 i50 200 260 300 350 -'a00 00 0 0 80 i60 h54 d 396 h]6 556632 236 316 0 5 E) 318 632 4 ?8 556 632 �)12 e32 66 86a 892 2 94B 8Ri2392 404 884 Sic^' 2 984 65i 298 9(M8 144 T10a tf>G`'�u2S tD4a 1020 1188 1t3r2 -4068 ta64 }052 2992 ilea 91 i2Da ¢; 2�0 T268 i28k tP24 U]6 1132 t1p0 1088 044 ip24 T4%5w s n 25_ 1360 `300 0218 3268 1t8k 1132 "50090 1332 1658 1248 300 _ 1360 308 tP64 1224 9f92 t_t &0 "i32 '100 i086 1232. 2 356 13f0 ?552 1 Te <244 i20B "ti2a it80 'f�i32 t3S2 1328 i7x 8 1608 iSEO ;3zo tzse 'zsi I %38 T o" 2 0 ,i]6 "" 1732 i>x 1858 0 3580 1598 +Si6 92 32fik i t 2 2 "i92 188 }152 18 iiME SE ^IAytlO DIAMETER PIPE. 0 SO Ya0 150 260 26] 309 35;1 h00 h54 500 0 80 160 236 316 398 SAES 556 632 664 880 496 578 852 732 8t 892 9J< 94B 924 404 884 986 !088 1148 3425 298 9}92 144 T10a 40)2 tD4a 1020 ia84 i584 ta64 LADE ts94 ilea tzaii i2Da ri]2 Asa m6 VDO 1608 1632 1069 ?a56 5360 1316 1384 1248 1216 1132 f1x 1624 1650 1509 1452 1008 9368 1332 M13Oa 32)Z 1248 t]x 5438 1389 3532 1462 4444 1408 s3t6 t3a4. 1315 1232. f >x Y644 tS96 ?552 5632 5472 1540 1408 1300 t3S2 1328 i7x 3852 1608 3588 9$32 ihH6 }4 5A I %38 taQe 1364 }350 i>x 1858 1816 3580 1598 +Si6 1484 1480.1432 1008 1398 LIME SECONDS AS NOTED AT NLL NNE IF IM ONE INCH SCALE ALCCPNN0.V ',LFTEPOCKET ii H.C, SOCKET HD 2" A.C. 2' -0" SCREW T OR SONG /( �❑ (BRONxr. . OR s.a) f8� ..- <'--'�'/ ys" x Z' RAISED PADS f i 6" CONCRETE CLASS 3000 \ '^FIOER ,;t3iNT I PACKING i - 12r� ^' 14` WATER TIGHT PLUG RO 2. tW r' 91ASTIRONRLNG AND. COVER ')� PIPE MATERIAL AS CJ"� SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SANE MANNER AS MAIN SEWER JOINTS, NOTES, 1. 8' CLEANOUTS SHAH BE EAST JORDAN IRON VrRKS, INC. Ne, 3898 OR EQUAL CLEAN OUT SHALL. W A WATER TIGHT ,ASSSPMLY- 2. IN UNIMPROVED AREAS ROCK A V -D" THICK V -C" SQUARE CCNCRETE, CLASS 3600, PAD AROJNO. THE'PoNG AND COVER, 8RD ". PLAN - 6081 PUBLIC WORKS E OR 4 INCH CiEANgLLT MARCH 2006 SEWER CONSTRUCTION GENERAL NOTES 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE IWTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING / PUBDC 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/PUBDC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UNUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS 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 STARVING 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 BACKFlLLING 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 DE 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. B. 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. 10. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS 'M1H 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 BACKFII.LED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1963/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBUC 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 -SIZE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE W17H THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUItDING/PUBDC 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 A I I ff, M, DIRECTIONS TO MATCH PAVING. IAW VERnw: NAro Ie '" " ° °"`"` "" "°'�'°' CITY OF RENTON DATUM Planning /building /Public Works Dept. Checked for Compliance to City Standards MAYWOOD MIDDLE SCHOOL 12/22/11 for FlEILB.UK: ISSAQUAH SCHOOL DISTRICT gUMM1G HO: 14490188th Avenue SE, Renton, WA 98059 06.3 SEWER DETAILS &NOTES