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HomeMy WebLinkAboutS-219901OF, d SANITARY SEWER NOTES & SPECIFICATONS THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED: N9,400 - _ I .._. .._. ---- '-"_.._ _.._ _.._.._.._.._. - _.-- - -"_.. .._.._. '- -- --- ----._.._.._.._.._.._.._ _.._.._ , 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE STANDARDS AND J SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT THE TIONS OF ( I Y I TIO LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. EEiE icz4 3 ii vL T so uPu� _ -_ r ACCORDANCE WITH "STANDARD I 2, SPECIFICATIONS3T FOR WORKS CONSTRUCTION" PREPARED PE Ice LE.IWI zs l.2 �s� i�l II c� of I I CONSTRUCTION BY WORKS ASSOCIATION, I.E E 23 36 12 PL III /u sRTOnu {II$ 1 - �f TANK / SSMH � r LATEST EDTION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. m 2263 III' I.E.I n, 22 8 2 Lpsi II 1.E.I N) zD is cuR I' - P III P� Illfll i�l 7 II FARM � III - - -� II - STORM MH RIM z6.9 II ai II 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO VERIFY THE TRUE AND I.E.ISI 20.28 III CMP) 1. I P 4, IF 22.10 p� MANUFACTURING I CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. I- 4 III i II P� III °G' /OFFICE ; coNC. �J t ° e 14ER P EAR o !I ✓ BUILDING 1 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE 1 REQUIRED PROIR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE _. 416 III III ] T C WLU N !•fl FFE 31.0 CONTRACTOR'S RESPONSIBILTY TO SECURE ALL NECESSARY PERMITS PRIOR CONC D P I ,,.�C14"E �TRE IIII II O �NF,Or / �. II 1 TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A _ II II +},' L�'__ .I I { II ��p�Q II fl I REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S SERVICE RkS I�F (BY W 1 •� I! I II , - . STL ` @ -- nn -� -11 I 1 -- L_ _- -..L,, _._� It -- RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS) IN. ADVANCE I - �II' II' ' I) �D �T - I, , -It O I1 -- -- IE 26.50 � -- II. �-" OF BACKILLING ALL CONSTRUCTION. �II I I N I II II _ - -. DI \._,' II II 'I /�� it �I II of�/ I 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND sroRM MH ., RIM zn.00 L III I I �til ST L ,�I ��� IY OTHERS ON THE CONSTRUCTION SITE. E 21 8 I' ' rE iNl za.l \ I i I.E (S1 20.1 N9,200 _....I, ___..__ FN - -_ LI I IjC�. - -_ -. -_ -J I I I. �/ N'215 �N III \1 __ -: ._.:_ F. _II / /i / - f,/ _ --- I p)/ II .-- _ -- II - > -1 ,- ---- :_-- - -- -_- I 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT i SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. i� s N EWR MH - -. \� i. II 1� II )NATO /,/ A GAS PIPING INSTALLS Y I 7. A COPY OF THESE APPROVED PLANS (MUST BE ON THE JOB SITE WHENEVER i. CONSTRUCTION [S IN PROCESS. . RI. -29 i, .E.=I9.90 I �II WpSH IICOOR'I yy 'ON NATURAL AS (WNG) I rift ,( I 'Y OIL /WATER- (,J SEPARATOR 1 �I - u, WIT ATE TRENCH[N A46 (30 MIN COVER HOWN OTHERWISE) AND BACKFILL EXCE �I T I„1 °I IE 24.0 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER WHICH HAS BEEN STAMPED AND l' ` 112 CI�P I. 11 // / ' II / / / / ��\ I SIGNED BY A. LICENSE PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. IIII ] FORT CONTINUATION la 11� _ _ I�LI __,� ___., 1„ ILL X �� SE.I PPIO[ 2' PE i� M' ELBOW -}1 %MH H RIM =31.01 I. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS 1, fll MOVE III EXIST. CO LO r STA p +3p N9126.0 WITH ALOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8' INCHES. v ° 'I 'I jl ')TO BLDG, 5'FROM / / ,I 5G �, o II I/ THROUGHLY TAMPING EACH LAYER TO PE:'.CENT OF MAXIMUM DENSITY PER ASTM I D- 1557 -70.. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH irde -i ce �j C. II'` /. ,' /j 1 :. o II IE5479,67 11 CIE 23.935 OR SIDE OF THE TRENCH. MATERIALS TO COMPLETE ° °RIM z] 26 ,I [. E.1W1 z9 sIPI -- e °PVC -� AT �I', TER .IRE �INATIONCAP / m i 'I -IE 26.50 roll all III VY / / - ����� - -31- SIDE OF THE PIPE TO THE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. . 1 urrvcl hI t�.el B a END p 1,' 1 PIN�WITH BRONZE %'` / &PROVIDE IRON // 2" //" w DISK -AT PIPE II CAP END T. ✓. B' o II y 10. DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S. II AR /. IS �'N OS D S & PROVIDE 1 PIN I ON II II 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED SECTION 7- OF THE CURRENT STATE STORM sroRrA NH I,� al.E.1w1= a BRONZE DISK II ,- ____.__. ._ L FOUNDATION IN ACCORDANCE WITH 02.3(t) 11 - OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE -II .' RIM 27.9 III I ro II :. )FOR ONTINUATI II ,� 4' II MARKED GAS. - - II II I; II CONSTRUCT {ON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH 23.4317 c11 • )SEE 101 y > DO - - CO MH E RIM 30.60 II N, BOTTOM OR THE -TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT I" I.E. 1s1 ] RIM 30.5 - -STA _ STA 0 +78 - I I�. AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO Ll j WATER MH ' 1 EE 1LS�106 fE =251 63 +/ 3 +57.88 N8977.66 THAT THE ENTIRE LENGTH OF PIPE WILL BE SUPP RTED ON A UNIFORMLY RIM v.9_z III r TOP PIPE_ ' ._ I N 9, 000 11 ! I III 11 - - 6, / -: - / �SS -:- ® - IE 25.81 E5479.83 - II ___ -- F€- 22.25€ - - ___. °- / l - __ � _�� .� a DENSE UNYIELDING BASE. PIPE BEDDING SHALL r - __ _ I BE AS INDICATED ON 0/50106. N 8TH s 1 L I - _ =-. LL 8 III IE 22.45N - • ---- \ - II 0 12. SANITARY SEWER PIPE SHALL BE POLYVINYL rrPE I c� I' I N S •� A +82 °' II \ \ _ II - - -\ -- - - - -� ___ _ II ____ _l) CHLORIDE (PVC) RUBBER GASKETED ASTM . lr., RIM 26:40\ h" III N 95 M; STORM MH 8 PSS II RIM .. zz.io-_ II FOR PROFILE : m, II D3034, SDR.35, OR DUCTILE IRON CLASS 50: a 1 _ 4os 7 � I.E. fE) z4.4� ( POSSIBLE 2 Ede CONOJI ' . T THRU CB. II E5083.27 II I I ,CI AJA -- I \1E 2z 2 .90N ,� LF R 1.067 2 .69 \,.70 ; ; _ -- -- - --- DWG 5034 - Vol _ _ Y . -- -- - - --f� _� 13. PROVIDE CLEANOUTS (CO) PER 1/50106. 1 - N 51 I I� °c ¢11" / 7 -- - JI - -- -- _ - - 1 x MH P R,M_30.73 - _ ___ '- N-89-0-4 : 5 --�� ='I -FOR PROFILE N 6TH sT - f 11 I �_„ TYPE 1 ce. -- r I RIM 26.33, O r MHI M I II STA 2 IM 31.06: NI 36 Lo ...u•po o. II. r -y.. �7 II _ 5469.67 �� `` IB 29.OS / SEE LINE A - - -! - - / DWG S034 I• STA 8 +62 z I E 1NE) z3 ]3 ' I E 1s) z3 63 I I I N8959 p {5044.9 / 54 a m oll /m �If II II LEAK TI (DROP) ®o� - \ I 2 9E 8" PSS 297 9 LF @0 ��• s .... -- / / NE AI ..,Ge. -_� '< PROJECT - 900 B7 -- 1.E.Iw1 z4:a3 II w 1 If IEI 241.22 / X16 � -I -_ 1 \� --- n� / Ij SITE IEi 23.88. =II' ��� 7 / �I� / �/ El g^ PSS l4 LF��.1,.009. -7 III 1 if FL.-MH D RIM =30.52 N 4TFI 57 iEMZZ.4z E 1 [E 19.4o N s z I,I o I froI�I II I II IMa / I- p1J w ,M __I,, 7LAMMABLE MATERIAL ASTE TREATMENT BLDG CO RIM`S 9 _- _ Q....h�_ 5 PS 46.7 �'- 8" PS 59.2 8" PSS 16.3 LF @1 787. F 1 \�I I' STA 7 +27 (LINE A) @0.88% IIII STA 0 +00 (LINE B) @0.42% N8909.67 \ s srDRrx MH - -- Lao RIM 27:]23 II II p SS MH `° �is�o•v °6EY nV° k>Ih RFE 31:0 ®eNH CO RIM 30.9' I J IM =30. <- T N8867 S E5515.67 KEY PLAN LI IE 21.475 1 E.1 72 Ill" CO 1 \ NI 19 24 (27" co II 1 x i E ` w) 19 t4 124" Co ) 60'\ II II m -FOR PROF[ �,. II II,, II - SEE iINEC Ll G / 1_ _L -_FOR PROFILE } I.. .... r 8EE LINE f? MH K RIM =3 72 - ,Yl / , II o E5505.67 " / // PSS 14 LF @1.007.- II IF 21.94W __ i \ II L� \ IE 21 675 IIII .65E PI NO SCALE o f IE 21.59NW z IJ IE 23.49W DWG SD�a II 1 OWG SD3_4_ II N8�50�96 / PSS 9 fi IF @t 009 II J \1 I'' C nsfroCfpcJ. No 4r-13­01 i�va7 /obi �I N 8,800 ---- I --.1 I UUSTR7 AL EWER H -_ r, RI 2] 30 o \.. 1. SI .zl. o "' 1 IWI =21. s µ'- P �I IL__ II -.- -- ,it -L - -'F 1C I _ ONZE 41 SK ._i/ -fL --_ - IN PCPE =.- d% 11 - SSMH €V, -2751. x -- x - -- x ELOVERIFY -= MH N RIM= :27 OVER -EX ST. B PSS _ _ _ � MH A R -FM I 44 - E5506:8 STA 2 +53 J(I' IE 21.38W -- `. N8723. 54 II IE 21.38N i - �f 7 E5228.61 IE 21 3 E II Q1 I-:._f _,__ f _ -_- -_ � -- . -MH -C R -IM =30 5 -- II N, STA +68 / II N8a51 - - -- II "' E13516.4 - - -- - I jlll flTl k � �� �I: 1_CC4bNSTRUCTION \PRIOR STA 0 70 ( INS A) TO I / STA 0 +00 (I �INE C) j � 7 �` __- -- ,\ __- - -_ � R - LI � -_ -_ MH B__43 30.86 _. - -_ _ ;'IE 21.035/ 1 \ STA 5 +43 II IE 21.2R .. APPROVED ssoE 1 c II �i -- e ._ _ .1 so= "I 7 N8723.Sd fF_ - _ .._ ._. t - --I IE 18.6BE __ __ -._ __ _ / < F - __--- j / _. N8723.-54 -_ �I IF 21. W ESSlb.1- _...._.__.� /. ENGCNEERS necnl TecTS PLANNERS (fl II BV:G.DATE I 3ols 112TH AVENUE. N.E.. SUITE lol - -- L�- 6Ty5T. -_ - It_I L,- 15.1: II -g / j \- STA 0 +00 IE 2I:51E I, ROP1 IE 18.32 / _ - _ IE 18.51E 11 fT 11 IE'20.36W 11��\ - FO PROFILE 7E 20.52N II i{ .._,. -�..._ BELLEVUE, WASHINGTON 98004 TEL. 206 -827 -2950 . -_- M ,NzI- �i = -ss{ .RIM 26.8& -_.�JJ 1 I/ 8+ PSS.. 8._PSS IE 18.51W II: 'L_ �\�.���1 ..._ @_ STORM MFL _ -�� 118'. PSS 289.3 LF @0.5 T➢RM_Mki 1/ 11 ®. Z. II -SEE LINE A ._ -. 9. -- -- WG�SD34 E� I SHEET II - - - -- - gTOMMe zl - E23? a2 5O - RIM 28 1/, - -_]E 23. 6�i - 30" 50 1.. 3 I 8 CONC.1 J3 _ 1 \sl F @x.26 - f- f 182,9 LE . @0.207 _ I REM 23630 - - ___ .._. _ ._ _x_ 42." S_ _. -// ' - SD__ 5 Mf eE R ! f cROUER 93,55021 �I <*0� -p-�. �. OF - - SAN: '.SWR MH RIM 2] 88 N.' ._ - -30' - - - - - -- -___. ... ,.......,� 1 SD -104 - E IN1 1'1.96 124") I E.ISI 20.13 (10) I E )SSE 1= 8.05 6-! 1 STORM M0 III / / uMRE u^I -- E.(EI 19.3] to "). l+ - SSMHd /.' II IF 24.43 uj \ CITY OF RENTON ,F111 ' I Guy 'I II III rSy.�� /STS �NV� DEPARTMENT OF PUBLIC WORKS SAN. S'WR. MH- . -..-./ �l ../ 11 II n {� ° chor o o 11. o II - °o II • r. ONAI i [E%PfWS- _H /l;` - - -1 SANITARY SEWER p T T p w SANITARY SEWER PLAN w APPROVED 4 ADDENDUM NO.1 III IN) 03/10/95 & NATURAL GAS PIPING PLAN ISSUED FOR BIDS /PERMIT JRB_� 03/03/95 7, -7, T LEE__ oATE: FILENAME, 2150104 SCALE: 1 " =40' ¢_. BY DATE - ! / -9S' -3__ 2 OWNER REVISIONS (955001) JRB 02/01/95 oRnwH: T LEE_ --------- - - SCALE 1 ISSUED FOR BIDS /PERMIT WS 03/14/94 S W TODD bVN/P -/% - ?/99 °z _CHE«E( _ _- I N0. REVISION 61 I APPR. DATE APPROVED SHEET. OF,