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Home My WebLink AboutzS-0442Set00 Q DK17 N\\ D 0 -- - - 0-'\�- ID. -Il_ rL-::ll,N I � —.F N—i L--1 L----j L—j X---j L- i LAKE ` • LAKE FRONT SANIlArMllf COLLECTION i SIDE SEWER IMPROVEMENT PROJECT VICINITY MA P L Horton Dennis fay' Associates, Inc. 10 Consulting Engineers KIRKLAN D, WAS HINGT ON 0� 1 Racommemm FM PPPROWPA ®Ys� irQa os Zq e a y a oW ow `tfSSfp7iANNN�it 10 M - APPROVED B7 TOR OF KuiifLS Job No. 548j LAKE WASHINGTON A 11e1'ae1o1;,s /a F /ush S1'5'11017 r I\ l ra +p0 ® • • • ®• ,--Bross Tag (Typ.) ! ! .efte. 8 +00 rD �\ ------ I 2805 �� I 2801 1 1 1 28 D _ 4 J °1 LJ ��„ ( 27 L — T --',� i - 1 L2727 -bis J 2827 � _ F /u3h5fation w� � ®r 1��tt ®�T %B� i 2815 ®1A o�0�[[Lo• ®�b®®6° 2 +04 Sta 0 +00 -- Begin Project - - -- - - -- -- e N. ----- - - - - -- - - - - - -- — _ Avenu ----- - - - - -- '- hit. V -- - -- - -- - -- ' - - - - -- 1 -- -------------- - - - - - -/ - -- -- ----- - - - - -- -- - 2 V LEGEND Disclaimer: Ra ®r ®� Existing 8' CI Sewer Line The asbuilt .survey of the sewer line was completed using electronic - - - - -___ - - g pipe locators and steel probes. Although every effort was made to accurately locate and profile the sewer line, the information shown -- - — — -- Existing 6' 8 4' Side Sewers .. is approximate and has been drafted on'existing plan /profile sheets ® originally prepared by others. The information shown on the plan views - ®� Exit 'ing..Sewer Clean Outs (located) hes not been surveyed or tied to any known property corners. 8... Detail Letter � Sheet Number Flush Station �Approx. Exis/`iiiy �rour�n'.Sur'face Top EL 20.1 � -3/ 28/5 F.F. Z827 40" -1 F.FF /T9.6 — I'- - - -__ .._�_ - -__.. IE /./y.51 rFFEI. /9.41 J Ground El. 17.7 S Roy Dl+TUM — U.S.C. a GS. Datum Conversion Equation: U.S -C.E. Lake Level — 6.82 feet = US.C. a GS. Lake Level \ i0 +00 1 00000 0o ppO00 100�� Co %man .n KENNYDALE SEWER LINE Point i0 \ �`S � 0y n a\a / / �O % I I \- -- _ High Lake Level 15.2 Inv. 15.8 Low Lake Level 13.2 Top Of, Exist. 8 C. / P, 6xisfh7q Lake Bed N g 4 No Sleanouts Found Pi e Exposed v Sewer Depth Shawn is Approx. �- -Pipe Exposed Summary of Work to Be Accomplished Under This Contract Detail Letter Total This Sheet Detail A / Detail B / Detail C Z Detail D 6 Total Work Items This Sheet �� PENyy - d P of WASH /a� FQ m 0 ��.of,�F6 /STEA�O� ?4r�a 'Z �0,c'PfG15fEQ'�G2�4. _ 4 0 p p _ ® O 20 /Cl /2 8 4 0 Horton Dennis f3' Associates, Inc. CITY OF RENTON DAT� // -SG 5483.0 Consulting /" =40'4 SANITARY SEWER L.I.D. 270 Consulting Ene' °` ®`� PUBLIC WORKS DEPARTMENT [DA�[, "¢'V [M[lTNo. Aar[DV[D OAT[ SIDE SEWER IMPROVEMENT PkGjtCT 2 °, c[[o .4 E/ri [T "[o� R[ v 1 8 1 o N sr S E A T T L E. W A S H I N G T O N v I say 14 * ♦ �►�rw♦ rrr rrrr +�r \` Qrr ie �� \\ �\ ♦♦ x ,gal \ \ `. 013 \ \� � � \ \� � � 3 /r � 1 ♦ Z eat �1 _ �,p ,.rte ®tea - - - - -- LEGEND o \ 3j61 ' \\\ 3119 3205 32, -- - - - -- 1 — ---- -� --- - - - - -- - - -- \ / \ \fig - - - - - -- ®�r�® Existing 8° Cl Sewer Line � \ � -- `- __ - -- ---- -- , r - - - °- - --' - Existing 6' $ 4' Side Sewers - - - - -- - -- - tv Existing Sewer Clean Outs (located) g 1 "_ ". - " -- - + Detail Letter W B -- N � , `. ,, � 103 Sheet Number 3 \0� \ `, ' i tle prthPln R ; -� \ \`, �, 3 peen N `, --- - - - - -- ---- - - - - -- - - - - -- ��pl Lake Washington Blvd. --------- - - - - -- !DATUM — --- __ - - -- Disclaimer: U.S.C. Se GS. O�y _ - -'- The asbuilt survey of the sewer line was completed using electronic O1 pipe locators and steel probes. Although every effort was made to �� _ accurately locate and profile the sewer line, the information shown DQYUtn Conversion Equation: _ s approximate and has been drafted on existing plan /profile sheets `` \\ originally prepared by others. The information shown on the plan views U.S.C.E. Lake Level — 6.82 feet = US.C. & GS. Lake Level has not been surveyed or tied to an known I y y property corners. En 8 Q, d r V S a 8 4 E3 _.. S Q �L PC, d•E MFy r Q Z V 1 y � Q \ � y prStER�'p \�6 tt LQ'°o,f Fcsrs E�cr % o O LEM- �.. ,oe o. —_ Horton Dennis f�' Associates, JTnc. CITY OF RENTON n a� KENNYDALE SEWER LINE 5; o� �Hro. AE Al oaawr+ ✓�� ', Consulting Engineers PUBLIC WORKS 'DEPARTMENT � 40 -,� ` s..Err.�n. _ SANITARY SEWER L i D 270 __ -- -ON - - - -. - -- - o.. S E A T T L E, W A S H I N G T O N - SIDE SEWER IMPROVEMENT PROJECT. 3 �F. 6 <H -r. AEN/ s,Meo R E v 1 5 1 e, o oar. 4 10 . 1A 36,-ju A0. V je. % �t\ LAKE WA,5HpVG—,0Air 3L-1) use a GS, 2*00 'WO04,609010 p Datwr Comversion Equolion; 60m .0.. no so to 6 USC E. Lake Level — G$2 feet 9 USC a GS Lde Level _mp. _ lv� 30#00 2 24*00 &as 5 rep (lyp map 8 #00 24.00 00 0 • Kennydele &-och porl( Got i I 10_7% fn 0401 p I Z 1307 Pipe E.FC,5,ea $Wmry of work to Ile Accomlish" muter This CoAt"Ct kt4i) letter Tatik) This Ueat Detail C Detail D I (a Surleeco- 1r7 2 covxrt-te ftult 9 tM ----- ------------------ ton e2b14. Disclaimer: a- C, se-W unt The asbuilt survey of the saver lint was completed using otge ronte ExIdIft V & 4V swe So"" pipe IQCators and steel prob*x. Although *v*ry effort wa§ made accurately locate and profile che sow, line. the Infur,ation "'In EWSWV Seow Dow 04ft 0000" 1:j&VPr0x1mat* and has betn drafted on wxt�%ctng ptAn/peciija gh.0 0 g1*311Y PrtVac*d by others. The Inf0fMAti— shown 0.1 the pjaont�',L..s has not b*en surveyed Or tied .0 any known pr+l ptrty cot, .Orq. 1307 Pipe E.FC,5,ea $Wmry of work to Ile Accomlish" muter This CoAt"Ct kt4i) letter Tatik) This Ueat Detail C Detail D I (a —1 4001 k 2 Tau] ftft 11%% This 3b"t 9 tM orton Dennif Z!r Arfocijief. Inc CITY OF RENTON KENNYDALE SEWER LINE 17 ix Aff - SANITARY SEWER LID 270 i"^OVS MCDARTMENT PUBLIC Ty will. Lf%_V SIDE SEWER IMPROVEMENT PROJECT 4 )jp I 4 0 tM orton Dennif Z!r Arfocijief. Inc CITY OF RENTON KENNYDALE SEWER LINE 17 ix Aff - SANITARY SEWER LID 270 i"^OVS MCDARTMENT PUBLIC Ty will. Lf%_V SIDE SEWER IMPROVEMENT PROJECT 4 )jp I 4 0 lr��ea�r LAKE WASH /NGTOAI 38 +00 40 +00 \ I � ; I � o G \ Not Located /x00 See Constr No fe /O, Sh• Cc Bro55 Tag I DATUIrf - 5co e I U.S.C. & GS. Datum Conversion Equation: D k\ I US.C.E. Lake Level — 6.82 feet = US.C. a GS. Lake Level �\\� lJ I 1 Nate 9, \\ 5 ill �. \\ 3815 I See ConsfV7. 6 � \ Note B, Sh. G \ \ JI �O I neck s% _� D ( / 383 Overflow /!o " C. L Pipe \ 1 i 3711 311 319 `.% , 6 I 3821 3825 `� -- , % -\ 03 \\ e , 3915 , ° , - - - - - -- , _ k' �; c.o 3' �> fag !, ,` - - -' -- �_y -_`' °^L. \ Lift Station d �lq I C>° - ------- - - - - -- - - -_ 3827 3 323 _ 3�0 _ _ Puf Rood _ _ r- te_ "- f- L. -�� -�- - �'- - - - -- i It i 'I � � — — — — — •— — — — — — — -- — — — — — — — - -- — `' —� •9 il'9etro ��(20° S/ee/ C�Si/1yJ Lgfe tYoshrri f -ems jj( Monhole IL t 20 LEGEND Disclaimer: - - _- -- The asbuilt survey of the sewer line was completed using electronic - -a -- Existing 8' Cl Sewer Line pipe locators and steal probes, Although every effort was made to accurately locara and profile the sewer line, the information shown IA approximate and has been drafted on existing plan /profile sheets originally prepared by others. The information shown on the plan views has not been surveyed or tied to any known property corners. -- -- Existing 6' 8 4' Side Sewers Existing .Sewer Clean Outs (located) B Detait L 6 Sheet Number 3707 F. F 48, Pr e Exposed .. E/er.,5S _ Pipe Exposed - -_ _ Hr,Zh Lafre .eve✓ /5.2 -- Lowy Luke I eyer 13.2 12 �t Er 197'. Lwlie Beck -,row ' 0, Gr /S't 8 G. /. P v .� S O tt Pipe Exposed Si mory -of -Work to Be Accomplished Under This Contract Detail Letter Total This Sheet Detail 0 9 Detail E I Total Work Items This Sheet 10 D O r 20 - 1 � 12 k 8 r," ht2 r e qy� 4 W 'tS� 0.Ep��Vh N 'b 9Femir �Va� h h S�� Horton Dennis f9'' Associates, Inc. CITY OF RENTON KENNYDALE SEWER LINE I °• LSANITARY SEWER L.I.D. 270 - 5 Consulting Engineers .._.._..___ __..___ ___, _. S E A T T l E. W A S k 1 N 6 T r U6LiC WORKS DEPARTMENT SIQE SEWER IMPROVEMENT PROJECT ._ f Y 1 4 J ow. N ev a„CnrCn L�rL Vj ALTERATIONS_ TO EXISTING FLUSH STATION IA No ITCa /e 6 o PLAN VIEW F _ - — �'�orrsnre- Con Roc ' I, I. LONGITUDINAL SECTION A —A 8•, 8" CI Retainer G /ands A Exist. 9 D P/* Materials Required: 2 - Expose and Confirm Sewer Location 1 - Remove 8" D.I. cieanout and return to .City. 1 - 8' 0.1. 45° Bend NJ x MJ 1 -..8 x.10.0.1. Concentric reducer NJ xFL .. _...... .1 - 10" D.I. Solid sleeve 48 "s long FL x PE 1 - 10" Insta - Flange. 1 - 16" x 6" Regular reducing flange with 12 bolts and nuts to fit — Clow F -1905 or approved equal, st. Grade 1 - 4k• NST bronze pumper nozzle and CI cap and fittings to fit nozzle into 6" reducing e. i - 1 Cu. Y . flangconcrate `thrust block 1 - 1 Cu. Yd. 3/4" minus compacted crushed rock 1 - 24 x 2' concrete pipe section 1 - Manhole ring and cover to be 24" clear opening, with bolt down (locking lid) ring and cover equal to Olympic Foundary No. 5943 WS -L. Cover shall have wording, "SEWER" for sanitary sewer. 2 - Cut existing 8" Cl pipe. 1 - 8" DI. Clow F -1220 Cutting-in-sieeve- 1 - 8" CI AWWA resilient wedge valve MJ x MJ with CI valve box and valve nut extension per Renton Standards. 2 - 8" DI Retainer glands. 'r 3/4 "�ttinus cted Crushed �l� -Exist B" �S° Bug' `�-- Exlst. e "DI Wye ,rExist. 8 "�I P/pe Piping to be Air Tigh' lvith no Leaks of 150 A5.I when Plag Y,?*e is Closed VIII New I�IIINew .Sleeve (I - Exist. - Re /ocated a 6 - CI Nye -Add Retainer G /ar�ds Shorten, Re/ocata e Reconnect Exlsf 4" or G" Si e- .Sewerls). Odd Ne v Clean Outs on Side _ Sewers as Req'� by Health h'e9u/afion.3. SIDE—SEWER-PLUG-VALVE INSTALLATION DETAILD� No Scale 6 Materials Required: 4 - 6" DI Retainer Glands Clow F -1058 or Approved Equal 1 - 6" DI Sleeve 24" Long MJ X MJ 1 - 6" X- Centric Plug Valve-MJ X MJ inc. CI Valve Box and Lid. 1 - 0.5 Cu. Yd. Concrete Thrust Block Exist. Ya /" /-N Box /- Exist; 6" CI Pioe oncrete t. R;p Rc t4c7ke sPy /nyn To La/re Line Materials Reauired: 2 - Cut existing 6" Cl pipe (2 places) and remove pipe.. 1 - 6" X- Centric Plug Valve MJ X MJ inc. Cl valve box. 1 - 6" DI Retainer gland. 1 - 6" DI MJ Cutting in sleeve with set screws Clow F -1220 or approved equal. 1 - 0.5 Cu. Yd. Concrete Thrust Block SiDE SEWER CUT iN PLUG VALVE -INSTALLATION DETAIL E No Scale 6 CONSTRUCTION NOTES: 1. ALL SITE.._..AND__DTILITY .WORK TO BE COMPLETED TO THE CITY OF RENTON, - -- DEPARTMENT OF PUBLIC WORKS STANDARDS. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE .STARTING CONSTRUCTION. 3. A 24 HOUR NOTICE SHALL BE GIVEN TO THE RENTON POLICE AND £IRE DEPARTMENTS IH THE EVENT OF STREET OR WATER MAIN CLOSURES. 4. OWNER SHALL STAKE THE LOCATION OF EACH PLUG VALVE TO BE INSTALLED. 5. ALTHOUGH NO PRESSURE TESTING WILL BE REQUIRED FOR THIS CONTRACT, SUBSEQUENT PRESSURE CLEANING OF -THE LAKE LINE BY OTHERS WILL PRESSURE TEST THE IMPROVEMENTS COMPLETED IN THIS CONTRACT. THE CONTRACTOR FOR THIS CONTRACT WILL BE RECALLED TO CORRECT LEAKS OR FAILURES IN HIS WORK, AT NO COST TO THE CITY, THAT OCCUR UP TO 150 PSI TEST PRESSURE. 6. ALL PVC SEWER PIPE INSTALLED UNDER THIS CONTRACT SHALL BE MARKED WITH METALLIC LOCATING TAPE 12 INCHES DEEP, 7. ALL FINISHED SLOPES SHALL NOT EXCEED. 3:1. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRECONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S INSPECTOR. PROJECT PHOTOGRAPHS AND VIDEO TAPE WILL BE USED TO VERIFY PROPER RESTORATION. 9. .AT 3901 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL ADD ONE j 6" WYE AND CLEAN OUT JUST UP STREAM OF THE NEW PLUG VALVE UNDER E THE EXISTING DECK. CONTRACTOR SHALL RESTORE THE WOOD - DECKWITH A NEW REMOVABLE DOUBLE FRAMED 4'X4' WOOD ACCESS HATCH BUILT INTO THE - DECK AND SUPPORTED- AS REQUIRED. - - - 10. AT 3715 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL RESTORE THE "WOOff DEM NiTa A.. NF —,F.. REMOVABLE - DOUBLE FRAMED. 4'°n ewD ACCESS HATCH BUILT INTO THE DECK AND SUPPORTED AS REQUIRED. 11. WITH THE OWNER'S INSPECTOR PRESENT, THE CONTRACTOR SHALL EXPOSE THE SIDE SEVEN, LOCATED BETNEW 3811 AND 3815 LAKE WASHINGTON BLVD. NORTH, AND VERIFY. THAT THE SIDE S :'ERS FOR THESE HOMES ARE COMBINED INTO ONE 6" SEWER LINE DRAINING TO THE MAIN 8" LAKE SEWER. 12. 'ALL RETAINER GLANDS SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS USING A TORQUE WRENCH. _ 13. EXTRA WORK AUTHORIZED BY THE CITY BUT NOT COVERED UNDER THE CONTRACTOR'S PROPOSAL MAY BE COMPLETED AS A FORCE ACCOUNT ITEN AS DEFINED IN SECTION 1 -09.6 OF THE STANDARD SPECIFICATIONS. SEWER PIG ACCESS PIPING DETAIL,, B /YO 604 1e 6 \fit. wEN//� i6,i�.re yiC �a Q �toF 'KMip�, fF.z d" q VIM,,v` F,P i� STEP�'6\�a�<,, ,r �� •�FCrSrERCa . �, r ANAL t�'!�' =c SSrg��..�N'"C,'\�'',', Boa "o. Horton Dennis Cr Associates Inc. CITY OF, RENTON KENNYDALE SEWER LINE i � —^ orr� �� -� SANITARY SEWER L.I.D. 270 -- — - -- - - -- Consulting Engineers PUBLIC WORKS DEPARTMENT -_ ° °A�6 ^'� BRA -- � -- -- - - - -- -- DETAIL SHEET A �n,� K I R K L A N D, WASH I N G T O Nw"n"ovxo �/�' /_ _ R E V 1 5! O N 8Y PxOYEO OAi6 ___- Remove Existing Flush Station Piping and Add the Following New Fittings Required Between Points A and B See No% B 1 - B" x 4" DI Concentric Reducer FL X FL - to Right 1 - 8" DI Elbow FL X FL Materials Required: New 1 - 8" DI Tee FL X FL P /pin 1 - DI Reducing Flange 4" X 131" 2 - 8" D.I. Retainer Glands i Clow F -1905 or Approved Equal with tCuanYd�uConcreteQuired __to.secure clean out cover. 72" 4 - 4" Galv. Threaded ach Tins and Thrust Block S' -* 8 Prp by 4 - 4" Galv. Nipples Each Lon for Adjustable Overflow Pi 1 0.5 1 - 8" DI Pipe FL X MJ 8' ±- Long to Fit Exist / "CI 6 "Min. 1 - 8" Flexible Coupling P Pipe and New 8':fI Clp Out Piping Add F /ex Exist. 8 "Ac/ CauAling A Set Nety 8"01 Add Retainer -� — Pipe in 1Yon- .1h1/7k G /ands o Secure ° Exist. Grout C.0, Coyer avrlh 4 "Piping Lake APprox. Lake leyel Bolts a// Arau �a ° 36.. Move Exist Pump to left as Req'cJ to Meet 31 lY4 // C /earonce Frvrn Lake INash/nyton —_ -- P/pe at LoWer End SINGLE" SIDE SEWER CLEAN OUT COVER as R�tJ to Fit New Pipiny RESTRAINT INSTALLATION DETAILC No Sca /e 6 ALTERATIONS_ TO EXISTING FLUSH STATION IA No ITCa /e 6 o PLAN VIEW F _ - — �'�orrsnre- Con Roc ' I, I. LONGITUDINAL SECTION A —A 8•, 8" CI Retainer G /ands A Exist. 9 D P/* Materials Required: 2 - Expose and Confirm Sewer Location 1 - Remove 8" D.I. cieanout and return to .City. 1 - 8' 0.1. 45° Bend NJ x MJ 1 -..8 x.10.0.1. Concentric reducer NJ xFL .. _...... .1 - 10" D.I. Solid sleeve 48 "s long FL x PE 1 - 10" Insta - Flange. 1 - 16" x 6" Regular reducing flange with 12 bolts and nuts to fit — Clow F -1905 or approved equal, st. Grade 1 - 4k• NST bronze pumper nozzle and CI cap and fittings to fit nozzle into 6" reducing e. i - 1 Cu. Y . flangconcrate `thrust block 1 - 1 Cu. Yd. 3/4" minus compacted crushed rock 1 - 24 x 2' concrete pipe section 1 - Manhole ring and cover to be 24" clear opening, with bolt down (locking lid) ring and cover equal to Olympic Foundary No. 5943 WS -L. Cover shall have wording, "SEWER" for sanitary sewer. 2 - Cut existing 8" Cl pipe. 1 - 8" DI. Clow F -1220 Cutting-in-sieeve- 1 - 8" CI AWWA resilient wedge valve MJ x MJ with CI valve box and valve nut extension per Renton Standards. 2 - 8" DI Retainer glands. 'r 3/4 "�ttinus cted Crushed �l� -Exist B" �S° Bug' `�-- Exlst. e "DI Wye ,rExist. 8 "�I P/pe Piping to be Air Tigh' lvith no Leaks of 150 A5.I when Plag Y,?*e is Closed VIII New I�IIINew .Sleeve (I - Exist. - Re /ocated a 6 - CI Nye -Add Retainer G /ar�ds Shorten, Re/ocata e Reconnect Exlsf 4" or G" Si e- .Sewerls). Odd Ne v Clean Outs on Side _ Sewers as Req'� by Health h'e9u/afion.3. SIDE—SEWER-PLUG-VALVE INSTALLATION DETAILD� No Scale 6 Materials Required: 4 - 6" DI Retainer Glands Clow F -1058 or Approved Equal 1 - 6" DI Sleeve 24" Long MJ X MJ 1 - 6" X- Centric Plug Valve-MJ X MJ inc. CI Valve Box and Lid. 1 - 0.5 Cu. Yd. Concrete Thrust Block Exist. Ya /" /-N Box /- Exist; 6" CI Pioe oncrete t. R;p Rc t4c7ke sPy /nyn To La/re Line Materials Reauired: 2 - Cut existing 6" Cl pipe (2 places) and remove pipe.. 1 - 6" X- Centric Plug Valve MJ X MJ inc. Cl valve box. 1 - 6" DI Retainer gland. 1 - 6" DI MJ Cutting in sleeve with set screws Clow F -1220 or approved equal. 1 - 0.5 Cu. Yd. Concrete Thrust Block SiDE SEWER CUT iN PLUG VALVE -INSTALLATION DETAIL E No Scale 6 CONSTRUCTION NOTES: 1. ALL SITE.._..AND__DTILITY .WORK TO BE COMPLETED TO THE CITY OF RENTON, - -- DEPARTMENT OF PUBLIC WORKS STANDARDS. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE .STARTING CONSTRUCTION. 3. A 24 HOUR NOTICE SHALL BE GIVEN TO THE RENTON POLICE AND £IRE DEPARTMENTS IH THE EVENT OF STREET OR WATER MAIN CLOSURES. 4. OWNER SHALL STAKE THE LOCATION OF EACH PLUG VALVE TO BE INSTALLED. 5. ALTHOUGH NO PRESSURE TESTING WILL BE REQUIRED FOR THIS CONTRACT, SUBSEQUENT PRESSURE CLEANING OF -THE LAKE LINE BY OTHERS WILL PRESSURE TEST THE IMPROVEMENTS COMPLETED IN THIS CONTRACT. THE CONTRACTOR FOR THIS CONTRACT WILL BE RECALLED TO CORRECT LEAKS OR FAILURES IN HIS WORK, AT NO COST TO THE CITY, THAT OCCUR UP TO 150 PSI TEST PRESSURE. 6. ALL PVC SEWER PIPE INSTALLED UNDER THIS CONTRACT SHALL BE MARKED WITH METALLIC LOCATING TAPE 12 INCHES DEEP, 7. ALL FINISHED SLOPES SHALL NOT EXCEED. 3:1. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO MATCH PRECONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S INSPECTOR. PROJECT PHOTOGRAPHS AND VIDEO TAPE WILL BE USED TO VERIFY PROPER RESTORATION. 9. .AT 3901 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL ADD ONE j 6" WYE AND CLEAN OUT JUST UP STREAM OF THE NEW PLUG VALVE UNDER E THE EXISTING DECK. CONTRACTOR SHALL RESTORE THE WOOD - DECKWITH A NEW REMOVABLE DOUBLE FRAMED 4'X4' WOOD ACCESS HATCH BUILT INTO THE - DECK AND SUPPORTED- AS REQUIRED. - - - 10. AT 3715 LAKE WASHINGTON BLVD. NORTH, THE CONTRACTOR SHALL RESTORE THE "WOOff DEM NiTa A.. NF —,F.. REMOVABLE - DOUBLE FRAMED. 4'°n ewD ACCESS HATCH BUILT INTO THE DECK AND SUPPORTED AS REQUIRED. 11. WITH THE OWNER'S INSPECTOR PRESENT, THE CONTRACTOR SHALL EXPOSE THE SIDE SEVEN, LOCATED BETNEW 3811 AND 3815 LAKE WASHINGTON BLVD. NORTH, AND VERIFY. THAT THE SIDE S :'ERS FOR THESE HOMES ARE COMBINED INTO ONE 6" SEWER LINE DRAINING TO THE MAIN 8" LAKE SEWER. 12. 'ALL RETAINER GLANDS SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS USING A TORQUE WRENCH. _ 13. EXTRA WORK AUTHORIZED BY THE CITY BUT NOT COVERED UNDER THE CONTRACTOR'S PROPOSAL MAY BE COMPLETED AS A FORCE ACCOUNT ITEN AS DEFINED IN SECTION 1 -09.6 OF THE STANDARD SPECIFICATIONS. SEWER PIG ACCESS PIPING DETAIL,, B /YO 604 1e 6 \fit. wEN//� i6,i�.re yiC �a Q �toF 'KMip�, fF.z d" q VIM,,v` F,P i� STEP�'6\�a�<,, ,r �� •�FCrSrERCa . �, r ANAL t�'!�' =c SSrg��..�N'"C,'\�'',', Boa "o. Horton Dennis Cr Associates Inc. CITY OF, RENTON KENNYDALE SEWER LINE i � —^ orr� �� -� SANITARY SEWER L.I.D. 270 -- — - -- - - -- Consulting Engineers PUBLIC WORKS DEPARTMENT -_ ° °A�6 ^'� BRA -- � -- -- - - - -- -- DETAIL SHEET A �n,� K I R K L A N D, WASH I N G T O Nw"n"ovxo �/�' /_ _ R E V 1 5! O N 8Y PxOYEO OAi6 ___-