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Home My WebLink AboutzS-0158SetDuvall LP. city �."i r k I n it Redmond 4 % 522 (52� Carnation SEATTLE �2 \1 ce, Fall City Is]. I U-10 Ti, 90 Issaquah 1 Renton f[67 T wila vost'on 9 MaDle La*e Yang 11 Valley Black Diamond VICINITY MAP Scale 1 2 3 4 miles INDEX TO PLANS*. Sheet 0 Coversheet Sheet I of 9 Vicinity Map; Location Map; Index; Notes Sheet 2 of 9 Site Plan; Legend: General Notes Sheet 3 of 9 Construction Plan a Profile Sta 0+00 to Sta 11+45 Sheet 4 of 9 Construction Plan & Pwrofile Sta 11+45 to Sta 24+12 Sheet 5 of 9 Construction Plan Ek Profile Sta 244-12 to Sta 36+65 Sheet 6 of 9 Construction Plan a Profile Sta 36+65 to Sta 47+30 Sheet 7 of 9 Details: Mainline Location; Stub and Cleanout; Flush Station Sheet 8 of 9 Details: Lift Station; Railroad Crossing; Force Line Sheet 9 of 9 Details: Check Assembly; Special Stub and Cleanout; Metro Connection NOTE* Project Reference No' L.I.D. 270; — (HUD) WS —Wash 129 Lake Washington Shoreline Sanitary Sewer Project All Contractors Shall Comply With All Federal, Stalie, County and City Codes and Ordinances, As Well As Plans and Specifications Affecting This Project IJJ11l,,1,1.jTI1TI i1 - -1 LOCATION MAP Y Scale I"= 1600' 1� i SANITARY SEWER LLD, 270 VICINITY MiA'rP - L.O ATION MAP iNDEX a NOTES 8,1972 L.I.D. 270 B. L. R. L. G. E. 4S SHOWN 9 CONSTRUCTION PLAN WA s 1�,, fV G SHEET 4 of 9 ON CONSTRUCTION PL A N SHEET 3 of NO' 54 39'' 'N _\§-2—E 4 - N5Z' 13' 10" E i85.00 ,i'7` N i7 °_!2 33 E 234.93 N 16 °._5.. 1' 53'' E I 9 N 26- ' 47" E ---15Y-80 N 5- 4-L-11 N _3. 3' 17' 42" E 177.66 N 45' 49 30" E N 46' 24' 06" E 44.93 157-45 Ile 2.t 4 4 Nt!i 5f 2 40� W_ \ \\ \ LJ rJ ` 5f_ 7'�. 4 8 \ C\ -� '1� ' C �— D /I 1 N 56c 48 l-" W 2 J Area %lay Be Uhl -I -d , , For Minor Storage 5 81' 25' 06" E 93.97 N2382 1' 28" E. L. A K E N 50. 11' 113" F WASHINGTON N 17' 24' 05" F N 53- 20 32'' E 2.3-1 - 26 N 21- 2 4' 3 E N 23- 51' 50" E 197,28 N 70° 08' 59" 66 51 1 0 N 39- 39' 41" E N 49- 58' 36" E 25 81 41 25__ 49.82 i I N 30' 39' '9" E W 8 a, 3 5, E L11 17.8 0 W Z en May Be UW��vid O_ LT For Nlirc�r Slorage F- 81JR L //V L11V A K FORCE MAi-,—, --RAILROA D CROSSINGG M ETRO CONNECTOR --LjQe to_ k_�-JQCUtel in Exi$ting Street R/W END OF PROJECT Area May Be Utilized LAKE OA For Minor Storage WASHINGTON N 3_5 9' I. E N 23' 25' 32" E 44.74 982.86' N - 12' 28' 13" E N 40' 19' 57" 45.94' so .7�i N 29' 41 33 W N 10, 19 0;' E MAINLINE NO5_IL4 12'' E - 131.81 2 8. 93,66 OS 't N 141 1' 4 0" E N_ 5"-11 91 01 r, loo. E) IST T E L E > I lNE 0 �SAGE LINE) L-, \_3 ` "AK f-- LU _WA CONSTRUCTION PLAN WASHINGTON BLVD LU METpG LINE Z SHEET 5 of 9 _J U < A,\ CONSTRUCTION PLAN CONSTRUCTION PLAN SHEET 5 of 9 SHEET 6 of 9 46- 26' 15" W 63,50 A- F9- CONSTRUCTION PLAN SHEET 4 of 9 N 66' 41' W I/ N 43' 55 268 X W PROJECT SITE PLAN SCALE: I"=100' FLUSH STATION BEGINNING OF PROJECT , Be Utilized I Storage LEGENU.' U'S.ENGR S1 U.S.G.S. Proposed Sanitary Sewer Line Proposed Stub and Cleanout Underwater (Existing) Utilities 00000000(70 Rockery Bulkhead (Fractured) 0000000-00 Rockery Bulkhead (Unfractured) HIGH WATER LEVEL Rockery Bulkhead (Small Rock) 14.90 Rock—Concrete Bulkhead (REGULATED) Concrete Bulkhead 2�XXX>00000< Horizontal Logs LOW WA- Vertical Planks 13.70 Horizontal Railroad Ties (REGULATED) Timber Piling Vertical Open Timber + + + + + + Dock Piers GENERAL NOTES: All Work in Connection to This Project Shall Comply to All Federal, Stage, County and City Codes and Regulations for Construction in Waters. The Mainline Shall be Placed With a Minimum of Two Feet (2.0') of Cover. Backfill Shall be as Specified and/or as Directed by Governing Agencies. The Line Shall at Any Place be Located Below "Hydraulic Grade". Where the Mainline Changes Line or Grade, Standard Bends May Be Used. Maximum 45* Bends Shall be Used. The Designed Line Will be Staked by City Forces at Each Proposed Deflection Point. Any Variation From This Must be Approved by The City Engineer. Mr)T9" Stubs and Cleanouts are Shown in Their Approximate Locations. Final Locatio Wili be Determined in the Field. It Shall be The Contractors Responsibility to Contact All Companies With Existing Utilities or Facilities in The Construction Area. 211 .,I Fin 5 6 it n DATUM U'S.ENGR S1 U.S.G.S. - -5 I CITY OF MLI - W i MS!_ �RENTON HIGH WATER LEVEL 21.80 14.90 1 14.90 (REGULATED) LOW WA- 20.60 13.70 13.70 1 (REGULATED) For Lake Level Information Contact U.S. Army Corps of Engineers `a -158 C I T Y OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER L.I.D. 270 SITE PLAN LEGEND a GENERAL NOTES DESIGNED G. E. DATE H 0 Vq::N C 3 1;1_ 7 2 1 F;LE L.I.D. 270 �LG E A S CHECKED G. E SCALE__4S_ NO. REVISION BY APPR. LATE 1 APPROVED_- SHEET STA.4 +71# SEE NOTE'S S SEEE E NOTE 2 7 5 MAIN LINE 8" C.I. PIPE 8 STA.8 +50.6i• SEE NOTE 1. 7 / STA.10 }29.6¢ —SEE NOTE 1//, 10 5 STA.7 +48.6+ STA.3441.3 ± I f SEE NOTE 1. \ f000maovfl c SEE NOTE 1. 4 STA.2 +27 ± — v � INTAKE LINE 8" CI.PIPE SEE NOTE 2 /STA.0 +63± ° SEE NOTE 2 STA. 1+46 -` 2511 ' 00 ° ° ° SEE NOTE 2 5 ° ° ° ° ° ° ° ° ° ° ° O ° �o/ O EL. 19.9 Mme. ° ° ? / EL-20.5 FLUSNSTATION �_ ^ - -� tK LSTA.O-I-05± - -' - STA. ® +0® 8 "x8 "C.I "Y "(MdxMJ) Begin Project -- - --- ----- -- - - -- AVENUE _ _ -- - - -- N. ---- - - - - -- - ---- - - - - -- - - -- - -- __ ' -- f - 3�Q� �� ,' - - -- - -- VIEW - -- ' - ---- ----- ---- -- --- - --- R. R. - -- -- _- _ x NORTHERN - -- - 8C/RLliv6 /GN PLAN SCALE: I"= 40' �gC� to 0 to N 0: ,o N O U") u7 N_ O 0 CD -, - - - 7 DATUM W W W. W W W W W I I 1 I 1 I I I 1 1 I U.S.C.& G.S HIGH - LOW LAKE LEVEL 20— Elev. 18.50 HIGH POINT OF LINE STA. 6 +35 —20 HIGH -LOW LAKE LEVEL ELEV. 15.64 03 „HYDRAULIC GRADE.” 0.25 % 15.7 — 15— \ (A —15 ro 6 LAKE BOTTOM i0— MAINLINE z 10 FLUSH STATION J : U Q 5— —5 2 3 4 5 6 7 8 9 110 li 0 +00 11-x32.6 NOTE For Mainline Location,see Detail " "AN' sheet 7 of 9. S —IS�3 For Std. Stub and Cleanout,see DetaiI "B"sheet 7 cf 09. FOR LEGEND AND NOTES SEE SHEET 2 OF 9. NOTE I. 8°x 6 "1 C.L "Y ( MJ x MJ) For Flush Station and Intake Line,see Detail" C"sheet 7of9. Std. Dual Stub and Cleanout ( Detail °.Bp) For Spl. Check Assembly, see Detail "J" sheet 9 of 9. u "" ai a "%�, M `y'° NnTF ?. 8 x 6 C.I. "Y (MJ x�MJ) ',a�`� pf �ASyh� /P�k SANITARY SEWER L.I.D. 270 v Ci. Siiiy'I�.' a7laib aflU Lie:iiivut % U_,6wl4 0 % ~ PLAN & PROFILE NOTE 5 . Spi. Check Assembly ( Detail J ) e� 3539 STATION 0 +00 TO 11+32.6 PROFILE _ FF L.I.D. id4 L.G.E. 3.8. 72 1 270 h w 1L E :W B.L.R. SCALE: VERTICAL 1 "= 4'" "yam L.G. E. AS SHOWN 300.301 HORIZONTAL I "= 40' owf''t STA,3*40 SEE NUTS STA.2+27 j 114TAKE LINE �J` C.I-PIPE. SEE N01F 2 T A. 0 + 6,-- SEE NOTE 2— ST A 1+ 4 16, 1 SEE, 2 EL, 19:3 _-J L i L 2-0,5 a F I. LJSH',,'TAT*N A7 J 54 STA, 0+05 STA. 0 +00 0egin roject 7 VIEW IV PLAN _4V 0 0 0 cl 0 i r- 0 0 0 0 ti rT CC f, FU w U$.C.& G's HIGH - LOW LAKE LEVEL Ftev �8,50 WGH-LOW LAKE LEVEL ELEV. 15.64--, 03 _T_ 15=7 HYDRAULIC GRADE 0,25 % _71 ------ —15 :+ 4 N ------------ LAKE BOTTOM MAINLINE —to '_��ATION 5 4 5 7 y tD It NOTE For Mainline Location see Detail afRas sheet 7 of 9. For ltd. Stub and Cleonout,see'Detciil nBiasheet 7 of 9, FOR LEGEND AND NOTES SEE SHEET 20;F9. NOTE 1. 8 "x 6!! C. L"Y" M J x MJ For Flash Station and Intake Line,see Detailt"sheet 7of 9. Std, Dual Stub andCleanout (Detail "8' For SpL Check Assembly, see Deta il "J" sheet 9 of 9. i CITY OF R ENT O N i ENGiNEERING DEPARTMENT M N OT E 2. 81x 6" C,L'Y' (, j x MJ) SId. Single Stub anaCleonout (Detail 7, �,T '>ANtTARY SEWER L., 'D, 270 PLAN FA PROP-E NOTE 5 SPI. Check Assembly DefGi I "J STAT10% 0+00 TO 11+32_,5 _:��-4 1 SCALE: FF R T L-_ G, SCALE ac _.- �7 r A P ROVED -.9 .� ..: . - ...:,.... w.,.:. v::.,. �-�- � -� _ ... � --- ., ra�r. xrsrns,t<sa�t�atua�a+rlr�s.s,s. span: t�2awttt.. ��: raa7satlr�rahn�r�3l w�'+ fu;- ssawr` �. tcsHr�taarrwaar:. �ka�rN tcv.sta��H,irta.s�.uuGtrrnat-� _ STA. 12 +72.8+ 8 M /r CLEANOUT (See Defaii "B -2" This Sheet) f STA.0+70* A -LINE 6x6 C I.Y. (MJxMJ) STA.0 +75f'6 +;4° C.I, "Y" \ 19 \12 (MJxMJ) 6 4 "C.I.STUB 20 21 �_. STD. CHECK ASSY. 18 vd MAINLINE (8 "C.i.PIPE) -r\ "~ STA.17F08.8± �STA.18 +44.8± - u — MAINLINE (8 °C.I. PIPE) 1 ,': �,.. ti �� - SEE NOTE 2. SEE NOTE I STA. 19 +38.8 �2 15 f� SEE `NOTE I 1 STA.16t44.8* 21 � STA.22+83.8- Aaa.` + SEE NOTE 2.+ �0 EL 17.1 SEE NOTE 2 .— a EL.16.4 � � / 18 ELZ.4 \ \, }a i0 STA.'i -15-+ r.4 °STUB :- -- STA.15`t54.8' c 19 23 \ / \6'z4" C.I Y„(MJx MJ) \ E L.22 2 <O •, \ -�= SEE NOTE 2. _ m rn N � e � o m `m c J t 1 U: ��i STA. 12 +72.8+ A 8x6 C.1. °Y° (MJx MJ) CLEANOUT (See Detail °B -2° This Sheet) �^ 6x6 0 C.I.Y. (MJxMJ)E fi \IV ..._......... r r f STA. 25 +43.8± r SEE NOTE "2 cn A STA. 27 +55.8± r--SEE NOTE 2 STA.29 +05.81 SEE NOTE 2� STA.30 +87.8'— SEE NOTE 4 STA. 35 +79.8 f STA.34+89.8± SEE NOTE f - _� \; SEE NOTE 21 STA. 34 +49.8± SEE NOTE i. - 33 STA.36 +04.8± SEE NOTE 2 SEE NOTE i STA.36 +04-at-, I CVC. L T89.8± SEE NOTE 2';P� 1-1 i - � 1 STA.36+64.8° STA. 37 +58.81 STA. 39+73.8' STA.40 +58.81 STA.41 +318'- STA, 42+31.8 STA.43 +478'* SEE NOTE 1 -SEE NOTE 1 STA.38+83.8' -` SEE NOTE 1 SEE NOTE 2-1 SEE NOTE i SEE NOTE 1 SEE NOTE i SEE NOTE 2 40 \ 42 , 37 39 ! � � ` 1 38 ' r �j STA.44t64.8± ,JV i1 EE NOTE i 44 � 45 � r 46 J r STA.46 +94.8± J i�l Q-y`pii1�D�� ..,_ -. 4 � _ SEE NOTE i .. - •gem -'_� �_ ©4 � 4r EL.15.5 _ EL-15. o o•, r j �o o ° ° a f� ` OVERFLOW (6 "C.I.PIPE) 4 EL.16.1 47 LIFT STATION 43 _ , 4d Ei_18.77 EL.16.4 EL.17.4 } 41 - -/ - -_ --- -- - - - - -- ----------------------------- ,.,ro+16.7 EL.15.8 - - ------ -- - - - -_ -;- - - -__ --- - - -- I E - - AlORrHERN - —•- � _ r „ frsfrnQ.. - -- - RAILROAD CROSSING _.._- -- - -- --- --- - -- - -- —1_ Merr�-�!2e _ _ - -- - - 48 "yn gN NE`E ,r (20 "STEFI CASING - - - -- -- - - - �ANH O, E 0 � ir UL£VggO WASN/N6TOIV BO ---- - -_ - -- - LAKE- ------------------ _ ` 11 _- NORTy METRO CONNECTION —` STA.36-t64.8t STA.37 +58.8± STA.39 +73.8± STA, 40 +58.8# STA.41+3.1.8' —* STA. 42t31.8} STA.43 +47.8± SEE NOTE 1 SEE NOTE S STA.38 +83.8± SEE NOTE 1 SEE NOTE 2—y SEE N0TE i- SEE NOTE 1� SEE NOTE i SEE NOTE 2 jI I s \ 42 I \ 37 \ 3 4 9 i srA.44 +64.8± SEE \ \` J/ 45 0 - \ STA.46 +9 + SEE NOTE 1 \ _ _- El-.15.5 EL.l5. - �S'«� -�. >m a / \ U 45 B fP OVERFLOW (611C.LPIPE) �1 a, 43 44 \ EL. 1 48 g,1 EL i8.7 \ \` EL.16.4� O EL.17.4 —� ° 47� LIFT STATION \ \ \ \4i / -- -- \ \ELI6.7 ✓ -- - -_ ------------------- ------ - - - - -- \ \ EL. 15.8 - ---- - - - -- -- 1 E .16.5. - =� \j -- _- - - ---- _'- -- NORTHERN - - - - -- - - _ - -_ 6Uh'LGTO_- =_+- — -- — — — -- Me+ro Lire —� ' I Existin RAILROAD CROSSING t r— Exlstin? 4,,1 - - _ 20 STEEL i --------- -- - - - - -- _ _ EL CASNG) - - - - - - �f!:iYt`- 1 n Line � - - - - -- - - - -- WASHING TON -- - -- pNHOL ED ---------------- - - Ut EVq,',+O + --- -- - - -° LAKE cD - - - -- ��' --- - -- - -- --- - - -- �/1ETR0 CONNECTION '-- NO/?,r - _c d _ STA.36 +64.8{ STA.37 +58.8'? STA.39 +73.8± STA.40 +58.8± STA.41 +31.8± STA. 42 +31.8± STA.43 +47.£4 SEE NOTE ; SEE NOTE 1 STA.38 +83.8} SEE NOTE 1 SEE NOTE 2 SEE NOTE SEE NOTE 1 SEE NOTE 1 SEE NOTE 2 40 1 E 42 37 \ �8 39=-. STA.44 +64.8- 44 45 EE NOTE 1 _ 46 f STA -46 +94.8± i I �� ! \ 38 �.g0 �� _ ° -., n❑ 1��3��'a'` � L SEE NOTE i , \3 I 45 \' El-.15.5\ _ EL.15. e ®menoa• 3821 J �o \ 42; \ \ (_J OVERFLOW ( 6 °C.L.PIPE) EL. (8.7 40; < _ EL,16.4` _ EL.17.4 l LIFT STATION `t � I / 4.; - 38 \ ` \ELI6.7 -` - -------------------------- - - - -- ( EL. I5 a' - -- E� 5 C NORTHERN N BUL R __ -- - 1 - - -- Exrstrng - -- Fxsf •__ it RAILROAD CROSSING -_ , �0 S � EEL CASINO <,ne 48 "C - � WASHINGTON ti'gNHpL NEl_Ep SOUL E _F (n , w vARD I CQ v + LAKE _ - - _ - L -METRO CONNECTION c - ECTIO j 6 o - - 1VaR7',y -_j PLAN SCALE: 1"=40' - C O -- ti O r On N O ti O n' ?21lA W LIJ 4 w w w w w w u.5 C: BL G. S t _ 120- 3 "---HIGH-LOW LAKE LEVEL p{f m ^ LIFT STATION -2 I j 4a 18.7 O 4I 41 7.4 J i 49 ,... LO 67 .4I L. 16.7 I - f LU: __f5.a _.� 16.1 i 156 1 _ FGRCEMAIN 15- _ -- - - - - -- 1 `:_ _ c -- - - - - -- f - -- - - -._._ _ _. _ � - _ _ - . - -- - w i I;j ff, LAKE BOTTOM IO- cto ELEV 9.34 _ _ -- -I a - - - -- - - -- -- -- - -- - - ,,---"HYDRAULIC GRADE" / - - -- z. -ELEV, -4.50 : 5- a MAIN LINE - I a - 1 l 1 37 38 30 4 0 41 42 4 3 44 45 46 47 36+44.8 47+34.8 NOTE For Mainline Location, see Detail "A "sheet 7or 9. _ For Std. Stub and Cleanout,see Detail" 6 "sheet 7 of 9, 5- 158 For Lift Station a Overflow, see Detail "D" sheet 8 of 9. For Rail Road Crossing, see Detail "EI' sheet 8 of 9, FOR LEGEND AND NOTES SEE SHEET. 2 OF 9. For Force Main, see Detail "F" sheet 8of9. _ CITY OF R E N T O N " " " , For Metro Connection , see Detail" I" sheet 9 of 9. E N G I �, � E R I N �_ � E P � R T M E iv T _ - -_I NOTE 1. 8"x 6 C.I. Y (MJ X MJ) SANITARY SEWER L.I.D. 270 1 Std. Dual Stub and Cieanout ( Detail " "8 "` ' PLAN & PROFILE NOTE 2. 8 " x 6 " C.I"iY"(MJ XMJ) ` 1 _S7ATION 36 +44STO 47 +348 Std.Single Stub and. Cieanout. (Detail " "B " °) i t DESIGNED- L:G E. _ � 8 72 PROFILE ❑ATE FILE NO_LIZ. 270 -- DRAWN'- B L;R I - -- J SCALE: VERTICAL ! 4 - -- ___ __- -_ ____ -_ AS SHOWN__ 300 301 _�.._. _ -_ -_ L. G, E SCALE ><IC�n -301 CHECKED HORIZONTAL 111= 40, NO r REVISION BY APPR DATE APPROVED 4'r 41 ti- �� _�z r; SHEET—- 9 Vo-ira b I e Trench W; d 1, 1 -Mairil;ne, 8" Cost Iron it Existing Bulkhead or 'Safer I Existing Dock High Level ✓ q., .40 L _J jl r- - T- - Piers Main Line Primary (BY 157s) Transformer 5 Vauii (By �ithe-s) -ete Collor Secondary Power 7" x 4" Rat�ed Conc 1/4 Al b x 1 10 -J IA Elec,- Conduit (Door Frame cost in place) Service Lines Ground Line END VIEW Main Line Location Typical No Scale 4— Manhole, 8" Cast Iron --Existing Bulkhead Ifs, (mi X MJ) (bid as part of mainline) }FT i -Z/,--"-, z /il -Z 'Z-lL-6" C.I. 45* Beridla P F Mi) 4 V, Alh, PLAN VIEW --C.I. to Concrete Adopter (by others) I--By others Existirg Bulkhe-11 or High Water Le✓el 6" C, 1. Pion cr Cap (1,W) W/ 3/4" Top 8, F,;ug Stub 5 Mar�!; e Clocinout (Tvpicol) kf�t �.* �,A/se�dde /to �Z�t6re,,prtp* I - , 1 6" C.I. 45' Bend (PFxMJ) -�� Connection High Reg fated V Jc , A I /` by property owner — High a above high water level �ondjtioa,.' • Water Le,,el 4 � C.I. to Concrete Adapter (by others) "IVc I ast" J'a A Cost Stut Lake Bottom "See Note, Cast Iran --Stub and Cicancut (Typical) below", All pipe shall ae 13:' Excavation and Backfill as for Mainline Mainline - Cost Iron. 'Y� (6) C.1- 45- Bend (bid as part of Filter Material (Corc, or eq.,icil) mainline) ar wl Foam Rubber Cellar END VIEW NOTE: Stub FA Cleanout Detail A) For Single Stub: Typical 6x4" C.I. "Y" (All Ill NO Scale For Dual Stub: 6 G" C.L. "Y" (All Ill Burlington Northern Rai !way Mt. View Ave. N. (Private Road) 15" Control Cabinet i Meter Railroad R/W uonirot Panel petan 1; Electrical Conduit (For Future Telemetering) Piers Main Line Primary (BY 157s) Transformer 5 Vauii (By �ithe-s) -ete Collor Secondary Power 7" x 4" Rat�ed Conc 1/4 Al b x 1 10 -J IA Elec,- Conduit (Door Frame cost in place) Service Lines Ground Line Sec-lon Flustistation Finish 4" to (a I Approxima le Area to be Filled _ a Compacted (100 cu. yds. 4 � 2 "1 21 Steps vv?r (Mi x NIJ) o_ P_" Floor Box \ sj ludo -,e Typi,:!: o a , I , �"\ , 24 N, Section A—A n Dock areas, pipe shall be located at approx. center between existing piers PLAN VIEW awl -Existing Dock VarIoDie Exist,io Bulkhead or High V,'oter Level (PE xFL) Nemrr III Enclosure 3/4" Marne Plywood for Mounting High Regulated W a Pi e r (Typical) Level ter 11TE PLAN Regulated i, wall Low Noter Level Ede Existing 11-plie Bottom Dl),)r (Afirri,um) Pei Bcrs _J 24" Max. r Excavation: Clam and /or Sho✓el or Equal 2- 2" x 2" Angle Steel Post Floor Box (B") with 2-- 2" steel 7 M a H a- Equaii IT 124 Min //' TOP VIEW Backfill: - Vz r, fvIcindire, 8" Cast Iron Manhole Slab Detail Native Material old /or as directed Ely Enginteir Ladder Detail A END VIEW Main Line Location Typical No Scale 4— Manhole, 8" Cast Iron --Existing Bulkhead Ifs, (mi X MJ) (bid as part of mainline) }FT i -Z/,--"-, z /il -Z 'Z-lL-6" C.I. 45* Beridla P F Mi) 4 V, Alh, PLAN VIEW --C.I. to Concrete Adopter (by others) I--By others Existirg Bulkhe-11 or High Water Le✓el 6" C, 1. Pion cr Cap (1,W) W/ 3/4" Top 8, F,;ug Stub 5 Mar�!; e Clocinout (Tvpicol) kf�t �.* �,A/se�dde /to �Z�t6re,,prtp* I - , 1 6" C.I. 45' Bend (PFxMJ) -�� Connection High Reg fated V Jc , A I /` by property owner — High a above high water level �ondjtioa,.' • Water Le,,el 4 � C.I. to Concrete Adapter (by others) "IVc I ast" J'a A Cost Stut Lake Bottom "See Note, Cast Iran --Stub and Cicancut (Typical) below", All pipe shall ae 13:' Excavation and Backfill as for Mainline Mainline - Cost Iron. 'Y� (6) C.1- 45- Bend (bid as part of Filter Material (Corc, or eq.,icil) mainline) ar wl Foam Rubber Cellar END VIEW NOTE: Stub FA Cleanout Detail A) For Single Stub: Typical 6x4" C.I. "Y" (All Ill NO Scale For Dual Stub: 6 G" C.L. "Y" (All Ill Burlington Northern Rai !way Mt. View Ave. N. (Private Road) 15" Control Cabinet i Meter Railroad R/W uonirot Panel petan 1; Electrical Conduit (For Future Telemetering) -See Detail Above- If. 4 4) Cipening'.,, C.I. Pipe (FLx PE) Concrete "I t� �, Il Footings Drain Submersible. Pump a Ladder See Detail Electrical Co-,djit- 4" Flap Volve — '� Existing Ground Line < 8'l CJ. Intake Lire — 9 5" 501 1 2-- C Armored Cable or Conduit Stem Support (if required) Std Remo ce d 72" 1 D 5 , Armored Cable or Class II l. Tee Concrete -al 4 Steel Conr!uit Pipe (FL xFLxF 8 Gate Valve High Lake Level Elev. 14.9 Low Lake Level Elev. 13,7 Flushstation IN Pipe Location Detail J7 -Ladder Ex'e�sion Stem Eiev. 13. w/2" Operation nill 4" Steel 8" ',are Valve (MJxMJ) e. l (length (Non - Risira Stf:m 2'' a Intake Line, Screened inlet Lake Bolllrcm------e (Provide Shop Drawing for approval) 6 H P Non - Clo Tli,. .1; 7 Elev. 8.t 'VI L 2 1 -jive Support ------ Colic. V, Intake Line Intake Line protected by Rip Rap 8%9" Sumprole Reinforced infc, c e d Floor Se: END VIEW RAMI� Intake Line Detail Flushstation No Scale Main Line Primary (BY 157s) Transformer 5 Vauii (By �ithe-s) -ete Collor Secondary Power 7" x 4" Rat�ed Conc 1/4 Al b x 1 10 -J IA Elec,- Conduit (Door Frame cost in place) Service Lines Ground Line Sec-lon Flustistation Finish 4" to (a I Approxima le Area to be Filled _ a Compacted (100 cu. yds. 4 � 2 "1 21 Steps vv?r (Mi x NIJ) o_ P_" Floor Box \ sj ludo -,e Typi,:!: o a , I , �"\ , 24 N, Section A—A Detail (Right) 15" tAm. Intake Line Std. Meterbase (7 jaw) Meter (by others) Estimated Water Table awl ci (PE xFL) Nemrr III Enclosure 3/4" Marne Plywood for Mounting J Max.; 11TE PLAN iii r, Exter-or i, wall Flushstation Dl),)r (Afirri,um) Pei Bcrs _J 24" Max. Scale I"=20' or Equal 2- 2" x 2" Angle Steel Post Floor Box (B") with 2-- 2" steel 7 M a H a- Equaii TOP VIEW x. braces . Manhole Slab Detail END V EW -See Detail Above- If. 4 4) Cipening'.,, C.I. Pipe (FLx PE) Concrete "I t� �, Il Footings Drain Submersible. Pump a Ladder See Detail Electrical Co-,djit- 4" Flap Volve — '� Existing Ground Line < 8'l CJ. Intake Lire — 9 5" 501 1 2-- C Armored Cable or Conduit Stem Support (if required) Std Remo ce d 72" 1 D 5 , Armored Cable or Class II l. Tee Concrete -al 4 Steel Conr!uit Pipe (FL xFLxF 8 Gate Valve High Lake Level Elev. 14.9 Low Lake Level Elev. 13,7 Flushstation IN Pipe Location Detail J7 -Ladder Ex'e�sion Stem Eiev. 13. w/2" Operation nill 4" Steel 8" ',are Valve (MJxMJ) e. l (length (Non - Risira Stf:m 2'' a Intake Line, Screened inlet Lake Bolllrcm------e (Provide Shop Drawing for approval) 6 H P Non - Clo Tli,. .1; 7 Elev. 8.t 'VI L 2 1 -jive Support ------ Colic. V, Intake Line Intake Line protected by Rip Rap 8%9" Sumprole Reinforced infc, c e d Floor Se: END VIEW RAMI� Intake Line Detail Flushstation No Scale DETAILS A, B, Ek C STUB & CLEANOUT MAIN LINE Fi.,USHSTATION L) e 5 1 G N E�—.,—[7—GE. E) A 1 F ])1A19ZH-B_I 91�2 - F!LE: Nc.1-J-D-270 DRA,,N—QLR-- L----------+——.----i LIG. E. v NO. Ell' AP F. TE i A P P R 0V E D SHEE.T -O `! Al b x Ex:s-)g C. -Dun.. Line Elev. '7 Sec-lon 7yp i 2 • x 4 C 1 Reducer 21 Steps vv?r (Mi x NIJ) Gct,,, Valve (FLx FL) sj ludo -,e Typi,:!: Wheel Handle on— Rising Line Aluminum A Q n" I Detail (Right) Ladder Brackets 7, (Tylp coi) J Estimated Water Table ci (PE xFL) J Max.; e It i, wall e-sibie 24" Max. ewage Pump 12 .. Max I J x. END V EW Ladder Detail C I T Y OF RENTON ENGINEERING DEPARTMENT DETAILS A, B, Ek C STUB & CLEANOUT MAIN LINE Fi.,USHSTATION L) e 5 1 G N E�—.,—[7—GE. E) A 1 F ])1A19ZH-B_I 91�2 - F!LE: Nc.1-J-D-270 DRA,,N—QLR-- L----------+——.----i LIG. E. v NO. Ell' AP F. TE i A P P R 0V E D SHEE.T -O `! 7' 9," Mcx- 3' I I /2" Conduit _2" 'Telemeter,ng) V2� / El '! /q' Conduit (Fewer) Stub -� - iJtt�T-� �Pane'F - - 1 �\ ' 6 r 7 i i ;r= '4. yy Overflow 1 Llfis :.an Motor u ° Motor I( 3' -10' r --Wet Well z`2 I Force Main � � I/��J I � IV • j I 11 Location - -- _ A 1 e rip rap I J / - ��vvII y. Hier Pipe F- I � Discharge Line ` Captive Manway Base Plate -� � } 11 � Lover \� 9 ! co - c' -4" z I' -6" Manway ' r- TOP VIEW Lore Woshrnglon Steel Cane i r Pipe for Tele. Line Overflow - _- - _ -` ./�. (by others) —- -- �/ 4'' Steel Ele: II N Conduit Pi for Power (by others e wePn Casing Detail Lots 13 3 14 Secondary Power J I /q Min Electrical Conduit 35 -- Service Pole' 9 a Se .ice Line -- - - - 5. C. Meter Location � s r.... Force Main R R/W R.R. R /Wi- Primary Power (by others) 30 14 x 24 "z 10' SITE PLAN or Ea Enclosure Exis-ing G-.; -:d or Eaual Line Liftstation 25 - Handle -� Switch -over Padlock Hosp - - -- .- Scale I " =10 5' Min and Disconnect (Padlock by others) - 7' Max - �2- E!ectricar Conduits H .qed .Fiberglass I,.,,'- 3 4 °rented Pole 2c: i - (Obtain Approval) Cover w ih Peop Solenoid Valve r p 500 W Heater r - - - -- -- _ e Pole n_i_•. l �i Air T _ Brower T� I lI Float Check Valve aer'vcc rv1C ue7att Solenoid Valve It, ' I Vacuum Pum 3 - i^� I[ ;i. > _ Shut-off Valve - i �-� - 2-10. 3J 8 , ,l �� I / Air Vent ' Strainer ; y L {i J j �-- Vent 1 Padlock How -- o 1 i t 3" ) c - -Hinge _� _. - ncvm+tcc�m Eiev.l9± �:svm«cria r �y6" _ �.__ Blind onge - } - Aluminum Access i r •It I''' ,�_ \\ - i Ladder ( See Bli Fl -t •� ° Detail C) \ LIfIstation j f i . 4" C.I. Pipe (FLxFL)Ia 'I 9 / *` ` -, I I I i i j, �F � (Discharge Line o- Moz..2" - 4' c ! e , [ - - -_- ! 6 x 6x Te 1 ; I / DETAIL "Eu I i Overflow 6 C.!. �i a % (MJxMJxFL) Elev. 16 -t- 6" C.I. i / °'`f High . j i 40 ' Elev.I1.5 a� i. / r`�°`O� i M ll ` Lift�statien„ i -_ice / Alarm! r • I, �1 �EIev. 12.5 1 ! is c 2' I r {� j • Estimo ed ISO I \ - Stub i - �' - EIev.15 M11ax I ti• • / Water t Table 1 C I I H. L.On� I` 3 ° ° \3U Elev. 7 -- Plugged) i . Elev 7 ��J��'�� 1��YYY�� - v( Liftsiatio Y - 1 t 1:av1 Lfistatio, _ T �7 _ �i 3 f 7_ T r - 4 i 1 �T __ _ ,r Slu E lev. 6 - 4114 \ -� -- l Inlet Pipe 1 ' I { i. ' � I-•�,� i 1 72" LID. Standard } 8" C I Reinforced Class II ? s 5 4 20" Steel Casing Min II/32" Wall Thickness Ends of Casing to be covered to eliminate entrance of foreign materials =aye wash Blvd N 50_i _ Fcrce Main 45 - - -45 6" Cost Iron Mechanical Joint Pipe I 20 20 _ , Perm. Eas meat _ Bedding Material Metro) 1 40 - -- ! -_ 4C Burlington - Northern 1 Railway ' Sta'ion 963 +10 i I f i - 35 P:.we- & I Te'e. :_me .;by others; 1 1-- - - - -°{ K Min 3) of Cove Y 1 Mn J . N I 6 ' -30 -i:_{ pe - 2,01 'as.ng � u g t2 i °1 A � 48 "Std. Manhole -25 / I , xst Me!ro I, as' Iran I t Manhole Force Main i _2C See Detail i 0 t` a i d 5 1 I N �o P:a, 'v ew, See Force Main 3etod "P" Railroad Crossing No Scale a,' ---------- �-� -- --- ------ J c Elev. L. L.Otf ',` I I I Concrete Pipe ^00 9P ... -_ R R R /W - 6_ � 1 Force Main R R. R /W- 1I Teie S Power _ones by ..others _�__ 3 3� -- I - F 1 c -30° Slape - (To be placed in some trench as Force Main) 0 9 a _lev. 2 , _: l Pipe Location Detail r ; 6 I MinJ'r - B -`i --- Elev.1.5 REAR VIEW -Reinforced Floor Section -- SIDE'VIEW I NOTE. Placement of Tele. and Power -.des w be f-` '.ts -`� -esD t e o n -s _;.fessn otrer- wise d cared �:ftstat,ar. - ;, Tr en eti to to east Railroad 0" Steel Casing Ljftstatian I j Trench to oe provided from II � 2 No Scale R /ti�1 Lsne t4} - t _T - -ti-4-- 1 L, t4 - -� --i-a AN H. MANHOLE 48" - ----------- C 5 '3 " 1 96' Metea Line I Trench for Tele. a Power i I to the limit of Railroad Te:e. S Power r (by „'hers; P. /W to be provided under this project. , R R. R/W ._'__i CITY OF RENT ON ENGINEERING DEP RTMENT �. DETAILS D, E, to F R` = FLUSHSTATION — RAILRC A D CROSSING I FORCE MAIN LOCATION DESIGNED I fJ E _ -_.. DATEM AIR }LN..sL,.L9_7Z - - i DRAWN- -- B_L R _ -_ scALE 4zHQ:FLII -_ —�- _� ! CHECKEC 1-,G £ NO . REVISION BY APP72 :)A IT APPRO \'En � I7 lt�� P�l't/LC1..- I SHEET -_8 _OF 9_,._,_ ;r= '4. yy Overflow 1 Llfis :.an r r --Wet Well Force Main 4q.e• Lev 4'' 77 . �t _ I Elev_ Ib I 4 I Telemetry & Power Lines i Location Scale I " =20' Line to be protected by p A 1 e rip rap I J / - y. 6" C i_ Pipe Liftstation Overflow Detail DETAIL ubu AN H. MANHOLE 48" - ----------- C 5 '3 " 1 96' Metea Line I Trench for Tele. a Power i I to the limit of Railroad Te:e. S Power r (by „'hers; P. /W to be provided under this project. , R R. R/W ._'__i CITY OF RENT ON ENGINEERING DEP RTMENT �. DETAILS D, E, to F R` = FLUSHSTATION — RAILRC A D CROSSING I FORCE MAIN LOCATION DESIGNED I fJ E _ -_.. DATEM AIR }LN..sL,.L9_7Z - - i DRAWN- -- B_L R _ -_ scALE 4zHQ:FLII -_ —�- _� ! CHECKEC 1-,G £ NO . REVISION BY APP72 :)A IT APPRO \'En � I7 lt�� P�l't/LC1..- I SHEET -_8 _OF 9_,._,_ 7' -6" Max .L - Stub Inlet Pipe Base Plate 1/2" Conduit - (Telemetering) 11 /q' Conduit ( Power) r I �- Discharge Line Captive Manway Cover 2' -4" x !' -6" Monway yoke WoshmgYOn // I" Steel Conduit Pipe for Q Tele. Line Overflow (by others) ` ) - Lake Wash. 81vd N I -- _ - -- 50,± - - _ - -- - - = Force Main 45 ) -'- 45 4" Steel Electrical /� \ l� -_� i� 6" Cost Iron \ _ I Conduit I e I Mechanical Joint Pi « for Power r Li es - P o N (by others) I— 20.20' Perm. Easement Bedding Material I ( MMetro) �. 40 - - -- I -- -- -- i ; - ------ - - - -40 Burlington - Northern Railway between - -� /� Casino Detail Station 963 +10 Lots 13 & 14 \ Secondary Power l Service Pole & \ & Service Line I /4 Min. Electrical Conduit 35 - -- - _- - - _ -` -- -- -- -- -- - - {(°QT - -� -Power & �Tele. Line by ethers) 35 Meter Location �. 50'= -- )I (Min. 3't of Cover) 5.5' Min. _ - --- { s Force Mdin I R.R. R / W � rZ �� --+ R.R. R! W -Z I I I' I 1 TOP VIEW Handle Padlock Hasp (Padlock by others) 1i Hinged Fiberglass Cover with Prop 500 W. Heater Air ' Blower qiSolenoid waive Shut -off Valve NI fI ' II( III r '1! Strainer 61 -Vent I Padlock Hasp Hinge Elev.19t mvnmmr „i•� i Blind Flange _ - I Aluminum Access s: Ladder ( See Detail C) Liftstation 4° C.i. Pipe (FLxFL) 4' 9 VIII. C ,.I I Discharge Line A 6 x 6`x 4 I- Tee — Overflow Ijli _ l 6 -7 :' °.I (MJxMJxFL) s Elev. 16 - 6" CA I j l I' e High Elev. 11.5 Liftstotion Q , Alarm 2'f a == Stub I _- -Elev. 15 Max.:;' -_ -- 8" C. I. 3= Elev. 7 H. L. On - Elev. 7 (Plugged) ° Liftstatiorl Liftstation Elev. 6 L! . On e a. — ----------- I I I I Elev 4.5 I 1�1 tf.' a � 8e C.I. a ------ }--- - - - -- -- a Elev. 3.5 L. L. Off . 34- Elev. L5 REAR VIEW Reinforced Floor Section — - Primary Power (by others) 30 - IB - - - -- - - - - -- - ------- - - - -30 I 14'x 24 "x lo" AWALT Enclosure SIo e o` i 20" Casing { I SITE PLAN Existing Ground �' P � 9 or Equal Line ' / Casing Liftstation — -- i - -- - -z5 F. I Switch -over ----- - 48 "Std. Manhole �{ ` Existing Metro Scale I " =10' 5' Min, and Disconnect 6" Cast Iron I I I Manhole 7' Max. - Force Main I { I •: 2- Electrical Conduits -3' -4" Treated Pole 20 - -- -- I I 1_ l .1 I - -- - -- z u _ _.- - - - I Solenoid Valve (Obtain Approval) I Metro Connection + See Detail 'I i Servce Pole Detail 1 ' Float Check Valve Vacuum Pum p ! - - - -- 15 -- - i -.� 3y8 Ili � I l -Air Vent U o 0 3" 1 - - f i• li • p qP � A. . -' d I NOTE For Plan View, See Force Main Defail "F" Railroad Crossing h ' TA 11 P. Rio Scale "P. Ii Ii) 4C ff., a •-as w w DETAIL OF" 'I .. ®Flew- 12.5 1 .:o.. • • • { Estimated ;. 180° 43 ' • . ; Water Table 30° Lake Washington A Sjob p o. C 8 .I. Mainline ° III' 72" I.D. Standard �: A s- . n A between - Liftstation II ° Reinforced Class II ° °' �• Lots 13 &14 I I Concrete Pipe Service Pole oP 9P R. R. R/ W -z - - - -_� -- 6" C.I. Force Main _- &a Power Lines by others cJ \�� (To be placed in some trench as Force Main) N Pipe Location Detail ° -30" Slope SIDE VIEW NOTE: Placement of Tele. and Power Lines will be pe, formed by its respective owners unless other- wise indicated. Trench to be provided from Liftstation to east Railroad R/W Line. Force gain Telemetry St Power Lines Location Scale I " =20' Lo �r {llrllltllllllCilill III1 I,( I+ l!!- il't' ?) itiliial' k' y" �" i?I'. I�I' j' I`. I'. I ';Iti'i'I'1't_i'I'I'I'I`I'I'I'I j� 50'4 20" Steel Casing I 150, I 96" Metro Line C E Trench for Tele. & Power II f to the limit of Railroad 1 - -► rr- -Tele. & Power tines (by others) R/W to be provided I under this project. R.R. R1 W - - - - -- - -- - --� -- R.R. R / W - a T Y OF 1 R N T O N { P40 ` ENGINEERING DEPARTMENT b4 DETAILS D, E, & F FLUSHSTATION —• RAILROAD CROSSING FORCE MAIN LOCATION DES IGNF.6 L.G.�_' - DATE_M!�RC�i-I I 7� ' - -- FILE NO.ID. 270.. —T DRAWN B• L.R. CHECKED_ L. G. E. SCALE�aHQi i� p1ELD uoo�_-r,ACe-=- ,��•�� REVISION i BY APPR. LATE APPRC.'YED_ Aa_' �' �%� LJtte�cL - S'HEET,� FF I 00 to r� to m 0 In I o + 8 Drain Pipe a -_ .. A,.,_ ,. ! j to � rr e` , m to 9' Min EI. 35 ice- -_- - - -y-� - +i i --- � --�if---; -�-r -- +- +- --- _ ---- - - - --- I I Minf �. un - - - -- - + -t-} -r 1 . -_' { -_.__ - f• _ }.. -- -{- r- F-- -- +- - --+-- -- er N g Burlington l I Northern I Railroad I - - -_.._� r -- . 20 - - S tee I - C a in g - - - -- Manhole, Ring, and Lid Sfub or Side Sewer (by others) �I as Specified Cleanoct 44-1 - �r --- — -- I Bulkheed ` -' ,---- -- S' Min -- -- -- ---- - -- Alternate :. 48 Manhole .Sections centered __ on Assembly -- -- 10 - j20 Metro Easement -- - - and with drainline as Metro Line T -- 11 � 1.. - -- - - - -- -- check _Assemb -- - - - -- - - - for Special Stub and - -- Metro Manhole No R02�20 °L t - Cleanout, Detail II T.Ie & Power Line (By others) PLAN VIEW E! 30 -- - - - - - -- Existing Ground Line NOTE Protect from unbalanced soil loads. See (Vote Below. 35 30 .�. SITE PLAN Existing con ''e Vault ar < =9 Man"Ie Metro Connection _ - -- - -� Metro Manhole w +i' ,, id Obtoir A�ttnprevoft _ (L ,d w h II Methoni5m) _ I ev 27 r.. SCi71e I Ia � • n-�- -, f r. l T- S +eel Casing J E' l Ce!a, See � r t ,. 77- -— - Min Eiev (See Note Below) - - - High -�cfed ✓rater -eve'. r ._,. II Extension -- — -� -- r S 6.7 5 y 't wf Fla^. V01ve (2 Min 4. Max) i 1 - j�. El 25 -_. -_ - - -. _.---- - -�--- - - - -- _. _._.-- - - - - -- -I25 i ± .A. -- - �_ -� -`-..t - ._.._.- .}-,•)� t... L —Side Sewer (by others)_ ^ v - -- -- :_ake .tom rr j rr -- - Pipe 0.5 8 Drain rape NOTE i r- L L- 4 Back Water Vo!ves a 1 i r, i Q ympic Foundry Ne. 344C' For Residence 3 tvtrn Elev. l5 7 " • z } or cqua' For Residence iu Min Elev 16.4 i SIDE VIEW I, �� °j r c5' Check Valve_ Assembly ° I r. � ` 1 ,' ° i r1.� _ Existing Metro . 1 �- :- �' Minh EI 20 i r � — _ 20 No Scale f DETAIL -- - --- - -- , t f a�w Ei II I DE � AIL H }- i -- Elev. Elev. I 7. I 1 6" C-1 90° Be ^d Flea)cie Joint-/ I srig Bu'kneod _ MJ x MJ) i, 24" Max — S r C0 are•e �,o;n Pipe M• � _, 1 __- -�+ ^�. -- a .,'1 -c.e'a 45° u;,r.d - 5 k if x; ^'E'` 8 Siondc-d Ncnnole fIL�/ Cored hole- / Q - - -- - - - - -- de Sewer (Dy otnersl i� % ` Pipe tv be cut flush -Jr - - _ r r d?, F. - -- - Bockfilled with non - shrink grout J fr- - - -- _ - -- -- - - - - -- �. _ - -- i ' - - - -.� - -- . - - ' _ - - - -�^ sting .120° Concrete Bedding an ?.tetra Pipe- E,7n ; n, :ne - -_ -_ -�' - I , 1141'. • ._ -. _t, - i Cnan els -< Bend Mol � J • Ex I ° [ Soecc Stuo Steel sing { _a_ — ceE ueta,i rrE:r I 10- i PLAN VIEW Oiymp:c Fo„ dry . d n Ring 9 DETAIL It�u PLAN VIEW -"- "'J Locking. h'echanism irc, water • •gr +' _.1 i of equal _lev 18.3 - _ L ftn nw° Ex sting Ground - 7\..- -- g Flap Voive i - ,,itl Cone or Slab 6' z 6'' (F L z F_.) Sections '. t 16 6'r PE x FL) Sect,on H -1h Regyd.ed .,tia, _, revel E c 1, v 14 - p b r; 8 Concrete Dram; -� -° % _Pe -pe 7 I -LS de Sewer (oy others. L.ake Bottom / 4R" n.,, , n;d MU-rhole 0V 3 Ere✓ 11 5 1 .. .,j Ni T.E; For Standard S•ub 8, Ciea ^out. SIDE VIEW See Deto B." Special Stub & Clea,nou4 and lope shall be NO Scale as to, Siondo-d Stub unless otherwise Indicated, Water, LeVC1 � A 6"Ci1 Pipe n Lake Bottdm� �,� -� —Side Sewer (by others) A a: 6 "c.l. Plpe 4 "Back Water Valve ..rrv�. Olympic Foundry No.3440 .a or Equal. SIDE VIEW Spl. Check Valve Assy. No Scale DETAIL gift i -- t,lt 1,11 I(t t,li. l Ili I,It Ilt rti I t, flt r -�1 ;.III I °I 11V Ili la. a ^i1 III III Ili h1'I rli.i•l+ 1 I .I .I: J .I ��l I I , l h, =1.. l ..I .,;I Metro Connection No Scale 7` .- a- APOR. CATE SIDE VIEW 10 NOTE Approval Required for Contractor's Proposed Method for Protection of Metro Manhole Against Unbalanced Self Loads. �r CITY OF R E N T O N ENGINEERING DEPARTMENT DETAILS G, H,i, 8t J CHECK ASSEMBLY- SPECIAL STUB AND CLEANOUT -METRO CONNECTION DESIGNED_1m�.u__.E. DATE MARCH 8 1972 FILE NO. L. I. D. 27Q� DRAWN__B,_�� R=..— ,1� CHECKED_5r�,�.?F SSCALE: <%A��S- SS.I�'?OWN APPROVED -_ uw <!} - -�jy O.__.._ SHEET- 9 -OF g 1-2-3-1-7 3 k.- �t 4' %, .centered on Assembly 1 }° YY:semp for Speciol Stub and _ r t - -� and with dromline as Me•ro Line metro Manhole No ft02 20 I ='c Cieanout, Oeto,I fi' Tele Power Line (By others) PLAN VIEW SITE PLAN Jcu' air e: Mj ro CQfttlectlon Jp M,- Eiev iSee Note Sec. �. - - w' Flap valve Lake Bottom 4. 8' Dro,r Ppe 1 y7TE „ -4 p.Ck. h e es Res"dr ce °3 Mir, Elev 5' Y ymp'c F,yn„<i Na 3 4 4 C _ a, ._auol Fcr pees: e ^re n10 Mr: E!ev 164 - SIDE VIEW Check Valve As3embiv DETAIL "G` - DETAIL "H" t -. r - '-96'• Metro Pipe Ex,st•n;•j Metro E xiar in+g v-aUnd L I- nee Manhole, Ring, and LC NO y 0 P.oteCt from unbalanced soft foods. r_ �a See Note Besow. a, 1 I M ti w Ex.S,L,g Metre Manhole .r. 6 ..75 a 4, 38 6 30 1 25 E . 6' C ! 90' Be I � a � r min C.or ed hole - Pope t, be cut flush - - -. _.. Backf,lled with non - shrink grout . - Existing 120° Concrete Bedding on Metro Pipe - -- �• c 7 5 M ,- { O - -- -- 10 PLAN VIEW iW� F 7 y C ti A n n PLAN VIEW DETAIL I - 0 eau . SIDE VIEW - •-fit � kG`E Approval Reqjrr >d `cr Contractor s Proposed Method for Presecticn of G. / 6 "x 6 PE x F_ Sec Q ' Metro Connection Metro Manhole Against Unbalanced r n Reg�;a eG ,to•v• ..r.e- - _ _. t ater��, le:� nt0 J aE? poi! L.00ds 8 Co,crete Oran / o LI pipe ,,< P e „ _ ,Pr. ,- .- -,.�.�.�^Y..,•m.•ai*:: - ^ °.. i'. ,'. - - ' -- - l _ �� - ' --- -- -- -- -- -S I d Sewer w e r e Pt e ake Bottom ! r T _ YE x .:. r,.,• /7 n ° / y others) - .- / ° B ck Water VJ Yve Pipe Olympic f -cundr Na.3440 - C I T Y O F R E: N T O N ENGtNEERdNG DEPARTMENT Far Standa a G• ; 3 to,ox VIEW SIDE VIEW See e+ B. y i DETAILS G, N,I, & ,1 Sit. Cr.eck Valve Assy.r x CHECK ASSEMBLY -- SPECIAL Special Stub a C eanout nd snot! be No Scale as r a o�.. �t -:e,s No scale /''' STUB AND CLEANC1lIT —METRO CONNECTION DEStGNEO._I._G_.5.:- .- I FILE NO. -Lt -�- 270 �E TA IL 7ATE- ARP�_s,tgaz DRAWN- Qi._Rc_... ^ C CHECSCALE_SG_YN_WN vi�___lAS•L =_ NO REVISION 6Y I- APPR - CATE APPROVED_ LT_..e^2y��A�. � _. C 311E ?,OP 9 � c 0 4(` o M + �8' Drain P Pipe m m j N m Ln Cr- - - T _ _ t t + + g t Mirl o P B Burlington � }- - - y- J-T T - : -20" Steel Casing -Sewer l lay other sl Ni Alternate 4 48" Manhole Sections o o- _ -- 20 Metro Easement Jp M,- Eiev iSee Note Sec. �. - - w' Flap valve Lake Bottom 4. 8' Dro,r Ppe 1 y7TE „ -4 p.Ck. h e es Res"dr ce °3 Mir, Elev 5' Y ymp'c F,yn„<i Na 3 4 4 C _ a, ._auol Fcr pees: e ^re n10 Mr: E!ev 164 - SIDE VIEW Check Valve As3embiv DETAIL "G` - DETAIL "H" t -. r - '-96'• Metro Pipe Ex,st•n;•j Metro E xiar in+g v-aUnd L I- nee Manhole, Ring, and LC NO y 0 P.oteCt from unbalanced soft foods. r_ �a See Note Besow. a, 1 I M ti w Ex.S,L,g Metre Manhole .r. 6 ..75 a 4, 38 6 30 1 25 E . 6' C ! 90' Be I � a � r min C.or ed hole - Pope t, be cut flush - - -. _.. Backf,lled with non - shrink grout . - Existing 120° Concrete Bedding on Metro Pipe - -- �• c 7 5 M ,- { O - -- -- 10 PLAN VIEW iW� F 7 y C ti A n n PLAN VIEW DETAIL I - 0 eau . SIDE VIEW - •-fit � kG`E Approval Reqjrr >d `cr Contractor s Proposed Method for Presecticn of G. / 6 "x 6 PE x F_ Sec Q ' Metro Connection Metro Manhole Against Unbalanced r n Reg�;a eG ,to•v• ..r.e- - _ _. t ater��, le:� nt0 J aE? poi! L.00ds 8 Co,crete Oran / o LI pipe ,,< P e „ _ ,Pr. ,- .- -,.�.�.�^Y..,•m.•ai*:: - ^ °.. i'. ,'. - - ' -- - l _ �� - ' --- -- -- -- -- -S I d Sewer w e r e Pt e ake Bottom ! r T _ YE x .:. r,.,• /7 n ° / y others) - .- / ° B ck Water VJ Yve Pipe Olympic f -cundr Na.3440 - C I T Y O F R E: N T O N ENGtNEERdNG DEPARTMENT Far Standa a G• ; 3 to,ox VIEW SIDE VIEW See e+ B. y i DETAILS G, N,I, & ,1 Sit. Cr.eck Valve Assy.r x CHECK ASSEMBLY -- SPECIAL Special Stub a C eanout nd snot! be No Scale as r a o�.. �t -:e,s No scale /''' STUB AND CLEANC1lIT —METRO CONNECTION DEStGNEO._I._G_.5.:- .- I FILE NO. -Lt -�- 270 �E TA IL 7ATE- ARP�_s,tgaz DRAWN- Qi._Rc_... ^ C CHECSCALE_SG_YN_WN vi�___lAS•L =_ NO REVISION 6Y I- APPR - CATE APPROVED_ LT_..e^2y��A�. � _. C 311E ?,OP 9 n e MayX ouo .r, SouthFbint 31 nrytlakH ' Kennyd# e 3200 C.olerrw Poll r., 24- RM I�l� K �NYQALE � LAKE WAS141N�: ON GT VICINITY M A P 1 Norton Dennis fry' Associates, Inc. Consulting Engineers K I R K L A N D, W A S H I N G T ON T T _ i I NDE SHT. N®. DESCRIPTI 0 m I COVERSHEET 2 AS -BUILT PLAN AND PROFILE I 3 as n 1 4 u n 5 a as 6 HYDRAULIC ANALYSIS PROFILE -7 '- 10 SIDE SEWER 1 DETAILS at . t. . a 90% 40% . Eon Job No. 579to s — a1 h v *Vy& i U.S.C. a Gs. Q n Datum Conversion Equation: 5 N&-rOV LA KE /f * i US.C.E. Lake Level — 6.82 feet = y Iy a ! N 1 Tag (%yp� `� y USC. a GS. Lake Level Q 7t W k W y' .�i W ♦!!r a. +`sue < W -1 tat so as !!P- r � �_�a•..� em"""'"' ' !!!!! ��00000 e m (O1, ! ! 1 _ —� smemeva! S t r ° ap 00 oo ° ° ° Coleman _� �\ �•'0. lam\ Point .oY' I., / � SOT � , 293 280t - I _ �� (� i ; _co�" li—! \\ 2815 'I � / \ / /,0 C:a._ \ \ � ` --- Avenue N. ----------------- - - - - -- _- Mt. ew -- - - - - -- -- Disclaimer: The asbuilt.surveyof the sever line was completed using electronic - - -__ -_ pipe locators and steel probes. Although every effort was made to accurately locate and profile the sever line, the information shown ' ' O Co leman Point ®® ft 11 LAKE WASHINGTON 00 4ft " ftw fts 0. 00.0 �� -c.o. �vj 0511' --------- DA US.C. a GS. 4- V\ N vl ,j! 40 'V DA TUM LAKE WA,51-111VGTON U.S.C. a GS. Ift wasp i JAI 'saw .0 Datum CcAwersion Equation- kv go U.S.CZ Lake Level — 6.82 feet N 10 ..MONO 94 #0 USC: a G& I ake Level W ply -4 to ross 7a go 06" .9 ayp -) j i� ®f 00 0, 00 on so 00 an an and" 00 00 -------------------------- 3401 dill -'M H I----------- ao, CV El ----------------- 3307 a4 --------------------------------------------------------------------- A:, -------------- ----------------- a! -------- ---- ------------ -7 - - - - - -- - - - - - - - -- - - - - -- - - - — - - - - - - - - - - - -------------------------------------------------- - - - - - - - - - - - - - - - ------------------------------------ elvd• --- --- -- --- --- -- --- --- - --- -- ------ - ----------------------------------------------------------------------------------------------- W06�7jn,�-on --------------- -- - iONE INCH AT v-Ptju SIZE IF NOT ONE INCH Disclaimer: SCALE ACCORDINGLY The asbuilt survey of the sever line was completed using electronic pipe locators and steel probes. Although every effort was made to accurately locate and profile the sewer line, the information shown is approximate and has been drafted on existing plan/profile sheets originally prepared by others. The information shown on the plan views has ............ .... ........ . ..... .. .................. ..... ......... . rot been surveyed or tied to any known property comers. .............. . .............. . ................ . ...... - .. ........ . ... .. .. ... .......... ........... - .............. . ........ ... ................ ............. ............ ........ ..... High Lake: Level 15.2 ...... .. ... . U) Low LaAw Level: 13.2 ........ .. -�9 8 �777 4 4 0 Pipe : Ex&45ed 0 q O T— Horton Dennis Cq' Associates, Inc. CITY OF RENTON DATE kENNYDAL� SEWER LINE 7 1,0 Consulfing Engineers WORKS DEPARTMENT SANITARY SEWER L.I.D. 2-70 PUBLIC AS -BUILT PLAN a PROFILE 1 A41-1. MAI. S E A T T L E. I N G T 0 N W A S H All l.— —.No— -47- --L-- 0 d% — '-I a "I (f483) a! C qi O h 2 o 0 kp t- r Q i G' to J LL to O: m O c x O � � 20 — - - - --- -- - - - -- - —._ _ I -__ 2D 19_5: �,� I 119•q ,_ — ..-.. 1 I$.6 TOP OF TEE : LLLJJJ 40 GPM : VF -.0.26 FPS .18� 18,4 , - - 18.6 _ � -- t8 gPm Cis '41, v PIPS T� (a ti TEE I 1' ^7 �II 8 3.905 Ya H Oo05lI Y3L TOTAL_ L� 122 LASS _ t - - t�. l 100 GPM VF 0,;64 FP9 IG,4 u Ll Ll -- - 1 J -= 40 0,0891 1,0? 0.71, 0.26 0.0(0 0,32 100 0.2228 2.55 Q,64 t:60 0.37' iyl iT i6 ( 150 GPM ' Vf = d;96.FP5 u I� 155 150 0e334L 3-53 0,96 IGO 044 9,44 t - LAKE l lEa , + N ro 'o co ! - - !4 ZOO 0, 4456 5,11 Is ZS 6.4b 1,45 ZB9 14 �w�� eq +- +- +- o 0r 13.Z `Y O C0 _ W - W _ „i + _ 0 ZOp GP -E o p ! Z4' 0,5504 6.31 1,55 all Z.ZI U.99 �i 1'W +' 0 -,00 p J' __F 1.2 FPS _ - �- + 5 _ I 0 N -..0 p_ 'O� - �- I I EXPOS �- _:: ' rm� iacvi.' /rh.9.� �' N m _ _ (3 0 Q : m u1 I�. W j 12 � ._-- `` ..� N tU -•N W W ", N Ill -.... O In _ - ' I p � _ 0 - 1 �� K CO CA �' CO O } o �CO �O O N i O to 01n -�� > GRIy f tniu mii! �J +� + - \; m w f r �. / In O B.fR. r-£lr�srr , m -- m w.lrl ill IL \ 1- = rl �< ;', LAKE BOTTaM. ;i4.; -- _ r� N tU ,. ' i:..l /, .— _ --mod EXPOSED Fes--- -►f l� EXPOSED: - : rrr. ir�ra.e ` TOP OF Bo CIP DESICsh' CO - — TOP OF S" CI P' (EX15•C) s w r ,' o 1 °, 7 d0 c o r ,� #� i UEANOUT (FOUND) o + �+ e �co1 CLEANOUTi f -h10T FOUND' W N'.ill Q �) 0 10 01- 0 00 ! (n '.. .-/. �; + : ! �_o I cA O OD to O _ 0 dj \ .j I 6 — — PIPE FRICTION L055 U1JES�1 t I I { I L o \ mw, mw mw mw mLU ? �- i� o o r o_ o W A o [ o �, \ �, O b? LE6ENE J� nr N.O_mm I 0�_ / / �� \ +"? Es.zZ 4 GN N1U Nom:; N W.N uJ NLu ,,. I yl j�W ,.. / w r d� w � CO Z 1 �[ N Wrj, \ , O i I� 2 4 6 a 10+00 12 14 No 18 20 +Q0 27 74 4, za 30+00 32 34 EG Be; 40100 4-L 44' 46 SHT 2 of Co sHT 3 oP Co SHT 4 OF 6 SHT, 5 of Co ftE�l \SEfJ 5/ Z3 f g6 5CALE, : NORIi, V' = ZOO `I 0� E AT--FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY Morton Dennis C% Associates, Inc. CITY OF RENTON p KENNYDALE SEWER LINE �yO DESIONEb '� DATC �—U� — Consulting Engineers BDAL� SANITARY SEWER L.I.D. 270 DAWN PUBLIC WORKS DEPARTMENT HYDRAULIC ENEhT ND. cNECNED srNeb� R E v 1 5 1 0 N S E A T T L E, W A S H I IN G T 0 N wvrnovcD r. a. No . ANALYSIS PROFILE tr of /o, _ h ,Z) P_ 20.1,_ 2727 _-4- 4-C4AI.M THREADED COUPLINGS FOR ADJUSTINQ 14YDRAUUC HEAD 4' WYE 17.7' G) 7 777 77 77 /77777, ti 1.9'-DEF-P. it STA. LAKE LEVEL -'_ VARIES 2'1! 13.2* i�" -4:'X.&' REDAJCER C.I. LAKE -V ClATE VALVE WATER 22'. FROMLAKE CD 4 W Y-E WAS14MCITO H ,Z) P_ 20.1,_ 2727 _-4- 4-C4AI.M THREADED COUPLINGS FOR ADJUSTINQ 14YDRAUUC HEAD 4' WYE 17.7' 4- 45-SEND ti 1.9'-DEF-P. it STA. un i�" -4:'X.&' REDAJCER C.I. -3 -V ClATE VALVE 22'. -4" C.I. CD 4 W Y-E -1,5 HP_ SUBMERSIBLE NON - CLOG 4"45* BEND TT 3'_.DEEP SEWAGE PUMP PACO 470-10 6.1i' IMPELLER *'CHECK VALVE 4' DEEP FLUSH STATION DETAIL i- 4" wlX REDUCER' V RISER Z%Ka'TEE INFORMATION SHOWN. COPIED FROM CITY'S SIDE SEWLR_CARD 2727 MT VIEW AVE. N. I 41,_ C.O. COUPLING 2731 A CALDER A' DEEP ZZ_VZ'__b1E(4D I 45* WYE C.01-jll;,DEEP 7' 49. BEND -DOWN 45* WYE C.O.- 3fDEEP EXISTINGE NIPPLE UP TO-A' DEEP r STUB INFORMATION SHOWN COPIED FROM CITY'S SIDE SEWER CARD MT VIEW AVE. N. LAKE IAIASHIN67ON _3' D - I AM. _F--DoCy,----T TREE BASE ENTRY I _ V ,--CRECK ALVE-, -4-C.O. ( 0 4' PVC C, 0' 45' DEEP ' 0 EXIST. S"C.rP - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -INTERCEPTOR 5EWER 4%8-ROMAC-_� �-4* 45i* SEND C.I-. - RUBBER - XF ' SADDLE E? CUBBER. SADDLE 4" TEST TEE I P JO-.F,'-DEE:P'-- , 4 DEEP 4�749* 5EffD_____ - I -4"X&" REmLf(,ER,, INFORMATION SHOWN COPIED FROM .7.6'4" PVC _&45-5LOPEI.. ----CITY'S SIDE SEWER CARD 2801 MT. VIEW AVE. N. [FOOD_ BULKHEA LAKE WASWWTON, EXISTING 6" r-DEEP ZOOS PV'FROM N. kti:C_E STIJ5 8'. VALVE -C 8" WYE -4 474P OOD FENCE q4 a C.O--WYE:- �:.. DEEP 2' DEEP _T'Df C.O_CAP__� _EP Z807 (p" D.I. FLUa--,. E:--Z EE C, Z- 8"BEND SHACKLE RODS p 6"A.4:* PVC TEE DLILPLU_(�_VALVS --9F' D EXISTING S.S. G" CHECK o DOCK a- PVC FLUCT - V DEEP EXI5TI94__47DC_XSl 10"D,I. PIPE- Z LONC7 _4"' PL D.I. 4, 6"AW. PV( 10 'X8- REDUCER pig FLANGE 013LIND FLAN4E 2807 • QNED VALVE -TO S F_WA4-E_F5_PUM FED EXIST- -DRAWN AS DES 1 8 FIRST FLOOR_El_=_I9 � ,f NOT AS BUILT PIG ACCESS PIPE Aw1(89 VALVE VA L VE 9805 MT VIEW AVE. N. (2807 MT. VIEW AVE. N.) 2807Ek2811 MT VIEW AVE. N.#2(619 2815 MT. VIEW AVE. N_03 (619 - LAKE_ N_A5141XQ_T_0.m, AXE 4A541VqT0N / j LAKE WASHIMTON LAKE NA541WTON STUB car-, OZ. suk5 EXIST. a, C.I. STUB 1p Z. L1:7. C* -2— _0 I." C-1 WYE. C.I. C_O,_ k, DEEP 7" EXIST WC.O. 3' DEEP &`C.I. WYE C.O. WZ'RISER CAP 1.4' DP O.8' DEEP 7 u U �EX157. WYE - ST 5- STUB SHACKLE Z, Losq, RODS W/SHAILKLES PLUG VALVE- 3' DEEP 9' EAST OF SLAB C-" D.I. PLUG, VALVE - I'DEEP ALVE - 4' DEEP 4- D.I. PLUCI V 4�' COUPLING SHACKLE R005 EXIST CONC. S.S. r t. 4*'A4' REDUCER EXISTING �4'*C.l. C.O. CAP IODEEP 4•• PVC WYE 1.8, DEEP �EXIST. 4COKC. S.S. \-4" D.I. PLUG VALVE -I' DEEP 4'TEST 'I EE (.'X4" WYE. EX15T, TO 2907 4 2905; EXIST. -SS. THIS STUB 15 0 -EXIST 4" S S. N Z909 PROPERTY TO 2909 34' TO 3,003, 2827 F301 lk# VA L VE VALVE VALVE VALVE T 2827 M VIEW AVE. N. #4 (69 2905 8c 2907 MT VIEW AVE. N.#5 (69 2909 3003 MT. VIEW AVE. N.-06 (6"9 3007_a 301I MT VIEW AVE. N.*7(6"9 S-158 I..N. AZ Horton Dennis CV Associates, Inc. CITY OF RENTON 7-87 KENNYDALE SEWER LINE 5791.0 DA. Consulting Enginoors OCAL N.T.S. SANITARY SEWER L.I.P. 270 8HK� ND. awn ✓MJ IHDIJ K I R K L A N D, W A S H I N 6 T 0 N PUBLIC WORKS DEPARTMENT SIDE SEWER DETAILS 7 REVISION y yfol DAYS K.— . I I 01K) LA X-E, U4_51111WON -_ - Qo _�_`BULKHE AD 4.4 o 3J3 6" _PLUG VALVE MJ 4 " C L SLEEVE -COUPLINCT F-F-ELLV- :45 * BENDS- SHACKLE R005 -a C. 0. 4 RF_5AR _EXF5TIWq_A,- CJ_ 5.5 GARAGE CONC S_r0j_zrmf_Diww 71 VALVE 5013, 3015__8i_3I0J_MT._VIEW__AVE. N.�*8 (6"9' (COLEMAN POINT) -7 1=__:br R 15 ER _CAP _0_(,'_DEEP` _;Z7 DRAwN Jp4j_ ClICKED AA1 I EXIST. 4:-PVC ... 11 :. SIDE SEWER-- CX6;X4'TEE. 4" PLUG VALVE- -D.I. PLUG VALVE. Z' DEEP VALVE 3307 MT VIEW AVE. N. #17(419 #18(6,09 LAKE k'14 w Toly- ,--RETAININCI WALL 3 _4' PLUQ VALVE _::_Z'_9E_EP__ 6" WYE CI. 7TZ__ 7— —EXIST. 4" S.S._� it II II II C �_ONC. RAM a. VALVE VALVE 3103 8 3107 MT. VIEW AVE. N. *.9 (e), 3111 MT. VIEW AVE. M-#10(6"9 LAKE_ 94614IN4TON LAKE WASHINGTON BULKHEAD _4_'C_.1._PLUq VA_LVE - ('DELP WOOD C:1 BD. 4.`X4_"-r_EE ro ULK"EA STUB G' PLUC4.._VALVF - [-DR 6'X4 LJFr\C_wyE.- _LA9E,WA5F1fN6T0N �ZXiS-T_ C.O. WYE 3' DEEP - I' RISER D.I. PLUG VALVE COUPLING n -EXIST. I " G.I. I --SIDE SEWER VAL VE 3115 MT VIEW AVE. N.*11(6 3233 - SURFACE HO-TTUB DRAIN LAKE _aNNECTION r - -- -EXIST C'CDNC- 4E s WA5141ff4TON FLUCj_VALVE: _PKA J� - CG _FP ' OWI-FENCE ------ �__FENCE -4 L3r' FENCE coupulmr4 EXIST. 61, G.T. S. SEWER --3213 3217 :ASPHALT: &D:L_P L W_ VAI.VEL_ DRIVEWAY 7v VALVE VE 3205 a 3209 MT. VIEW AVE. N.#13(6'_'9_ LAKE IVASHIKTON 3401 It q EXIST. 4"CLAY E "_ea' -X4"-REDUCER _6" PLUCt VALVE DEEP &"C.O. CAPPED 1.4' DEEP 4' , It _!'STUB VAL VE 3401 LAKE WASHINGTON BLVD.#1-9(6`l Horton Dennis CIV Associates, Inc. Consulting Engineers KIRKLAND, WASHINGTON - DEEP 1,4LIFRO-M GARAGE 6" C.I. C.O. TO SURFACE 3'DEEP- 20' NORTH OF DRIVEWAY OF 3233 VA L VE VA L VE 3213_a 3217 MT VIEW AVE. N.#1.4-.(6"9 3233 MT. VIEW AVE. N.-*16(6"') #(4'%_ 1. it -3405i 6" _PLUG VA LV L 3DEEP - 6 "X4' REDUCER = LAKE WASHINGTON K2 lz', IFALVE 3405 LAKE WASHINGTON BLVD.#20(6"9 CITY OF RENTON PUBLIC WORKS DEPARTMENT - LME- WASHINGTON 6?"'C.I. STUB 0 00 C=>CD cneDl= C"." C> =1 a, C.I. C._O_L. D.I. P LUG VALVE TO LYMV 7" DEEP 30' -IM TO LAKE EXIST. OVERFLOW IN-MANHOLE REST ROAMS it VAL VE KENNYDALE BEACH PARK#21(6*) VPKIKII/r)AI 17 SEWER LINE 7-87 5791.0 SCA- N.T5. SANITARY SEWER L.I.D. 270 SH—NO. F 8 NO— SIDE SEWER DETAILS 8 1.10 _411-c'l. STUB _W13 REBAR G VALVE C.O. 45;* SEND ;�V: V-7- n 6" BLIND FLANGE 4" TEE_ _EXF5TINr7 SIDE__SEWER _310-1-11 -TO 7 EXAST. S.S. LAKE k'14 w Toly- ,--RETAININCI WALL 3 _4' PLUQ VALVE _::_Z'_9E_EP__ 6" WYE CI. 7TZ__ 7— —EXIST. 4" S.S._� it II II II C �_ONC. RAM a. VALVE VALVE 3103 8 3107 MT. VIEW AVE. N. *.9 (e), 3111 MT. VIEW AVE. M-#10(6"9 LAKE_ 94614IN4TON LAKE WASHINGTON BULKHEAD _4_'C_.1._PLUq VA_LVE - ('DELP WOOD C:1 BD. 4.`X4_"-r_EE ro ULK"EA STUB G' PLUC4.._VALVF - [-DR 6'X4 LJFr\C_wyE.- _LA9E,WA5F1fN6T0N �ZXiS-T_ C.O. WYE 3' DEEP - I' RISER D.I. PLUG VALVE COUPLING n -EXIST. I " G.I. I --SIDE SEWER VAL VE 3115 MT VIEW AVE. N.*11(6 3233 - SURFACE HO-TTUB DRAIN LAKE _aNNECTION r - -- -EXIST C'CDNC- 4E s WA5141ff4TON FLUCj_VALVE: _PKA J� - CG _FP ' OWI-FENCE ------ �__FENCE -4 L3r' FENCE coupulmr4 EXIST. 61, G.T. S. SEWER --3213 3217 :ASPHALT: &D:L_P L W_ VAI.VEL_ DRIVEWAY 7v VALVE VE 3205 a 3209 MT. VIEW AVE. N.#13(6'_'9_ LAKE IVASHIKTON 3401 It q EXIST. 4"CLAY E "_ea' -X4"-REDUCER _6" PLUCt VALVE DEEP &"C.O. CAPPED 1.4' DEEP 4' , It _!'STUB VAL VE 3401 LAKE WASHINGTON BLVD.#1-9(6`l Horton Dennis CIV Associates, Inc. Consulting Engineers KIRKLAND, WASHINGTON - DEEP 1,4LIFRO-M GARAGE 6" C.I. C.O. TO SURFACE 3'DEEP- 20' NORTH OF DRIVEWAY OF 3233 VA L VE VA L VE 3213_a 3217 MT VIEW AVE. N.#1.4-.(6"9 3233 MT. VIEW AVE. N.-*16(6"') #(4'%_ 1. it -3405i 6" _PLUG VA LV L 3DEEP - 6 "X4' REDUCER = LAKE WASHINGTON K2 lz', IFALVE 3405 LAKE WASHINGTON BLVD.#20(6"9 CITY OF RENTON PUBLIC WORKS DEPARTMENT - LME- WASHINGTON 6?"'C.I. STUB 0 00 C=>CD cneDl= C"." C> =1 a, C.I. C._O_L. D.I. P LUG VALVE TO LYMV 7" DEEP 30' -IM TO LAKE EXIST. OVERFLOW IN-MANHOLE REST ROAMS it VAL VE KENNYDALE BEACH PARK#21(6*) VPKIKII/r)AI 17 SEWER LINE 7-87 5791.0 SCA- N.T5. SANITARY SEWER L.I.D. 270 SH—NO. F 8 NO— SIDE SEWER DETAILS 8 1.10 -CONCRETE LAKE WASl�M. —G-7ON -- LAKE _WASH /N{,TDIV' - .BULKHEAD CONCRETE BLKHD WOOD DOCK LAKE WASHINGTOi� _EXIST. G" C.I. sTUB_ LAKE _Ie�TASN/NCjTON I!r- gRA55 EXIST. CONC. I YARD G "WYE a, CO NC: BLKHD I O II '. GX6'X4 C.I. C.O. r 1 DEEP I I ;'a' .e a I 3' STAIRS FENCE " C:I COUeCING -G" C.O: V DEEP n I � : 6-D I. PLUG VALVE Z" WYE G 45 ° BEND Z - / T DEEP - I I 2 ' DEEP VALVE za : :;; - e !o" PLUG VALVE e -I' DEEP _ [ . . �"XIST L" EXIST: C.I. C.I: C.O. -- P DEEP I II II �:. - EXISTING L' _ rz C7RASS-YARD �RA55 YARD s1DE. SEWER I CONCffETE— _ I I PAT10 I I I I ^� ' \\ I I EXIST. 4`5-s. I I I \\ EXIST -c" C.O. L" PLUG _VALVE 3&01 5(.-99; - d ll EXIST 4" ls,4LVE i ;, 4 VALVE VALVE VALVE 360i- &__3605_ -LADE WASHINGTON BLVD. 22(6`f 36.07_ LAKE WASHINGTON__DL�'D. #2.3(6'1 3611 & 3613 LAKE WASHINGTON BLVD.#24 (6'1 3619 LAKE WASHINGTON 6LVD.#26(6 "1 7rL s I v I�I LAKE WASHINGTON - - -- - LAKE >^/AsNINGTON LAKE._GJASH- IW- 0N- -- co�rcrtETE I�I I I BULKHEAD II ItIrEXIST. L" �o EXIST &" i-- - EXIST. 4-C-0. - EXIST. SIDE h X RETAINER G LANO- SEWER HOOKED UP TO -CONCRETE T la C.I. WYE G 22%2 I I n W1NCq WALL BEND io„ 22/2 BEND- TOP OF C.O. L" PLUC1 VALVE - E _ /• 2' DEEP VALVE _ L„ PVC 2' DEEP II -- -- I a I 6" PLUCq VALVE_ ." COUPLING I �-7a' COUPLING -. _ 2' DEEP ar" ' -b ( " -90 ° BEND - C.I. TEE CO. I I I,... e: DEEP - Ie1J'2`: =RISER I x I EXIST 4 "PVC / _45° BEND I I 0 -4' PLUG VALVE-2'DEEP zo' I I �rl I I I I �aDO e. 4 "c.o: z BELOW DE K EXISTINy 4C•I' I I I - 2' -DEEP _y I' L "X 4' REDUCER - - l I x /// \� IO EXIST 4" EXIST. 4 "C.I. 3703 ~`� EX IS T I N CO NC. 95 -_ DECK _3715 L x 3711 VALVE VAL Vb VALVE 3625 a 3703 LAKE WASHINGTON BLVD.#27(6 "1 3707 LAKE WASHINGTON BLVD. #29(6'1 3711 LAKE WASHINGTON BLVD. #30(6`9 # 28 (619 LA E WA- SRlLTGTON (DECK I CONC. BLKHD W /FENCE } LAKE WASHINGTON iI -e.-C-1. C.O. q-�� EXIST L" --CONC. BLKHD „ i L "PLUC VALVE LAKE WASHlN TON - WYE " 3'- DEEP q• � - 4 PLUCq VALVE I I a. EXIST =r "C:L x / :' - ^ EXIST 4" - d,•I I� " L" WYE I I L - L "PLUCT VALVE z` DEEP ri'. . I !n" PLUG VALVE EXIST 6" C :IS:O., .DEEP G' PLUG VALVE - x 3' DEEP .L. ` _I I " /�i' 1/,R it 2' " EXIST. 4 �I EX157 L" WOOD DECK COI'rC _- t,, VALb�E VALVE VALVE 3717 _LAKE WASHINGTON BLVD. #32 (69 3719 813805 LAKE WASHINGTON BLVD. #33(69 38118 3815 LAKE WASHINGTON BLVD.#35(6'1 34(6'1 r— #36(6 °1 Eo A2 ___ _ Horton Dennis Cr Associates, Inc. CITY OF RENTON aElw _ Consulting Engineers PUBLIC WORKS DEPARTMENT. K IR KLAN O, Wg5H1 N &TON AM R E V I S I O N By � PPPOVe° VALVE 3715 LAKE WASHINGTON BLVD #3/(6'1 III -- LAKE- WASNINCTON 1 �EXIST. 4" II II d ` EXIST. G" CA. Z" PLUG VALVE 2' BELOW TOP OF BLKHD d V-4" PVC c:• CPLCq -DECK 4-l' -EXIST 4 CONC. IIyI 10 ' I R`� 3821 VALVE 3821 LAKE_ WASHINGTON BLVD.#37 (6') DATE 7 -87 KENNY DALE SEWER LINE 579tNo ,s «TS SANITARY SEWER L.I.D. 270 swee wo. maw° SIDE SEWER DETAILS 9 " t0 �i RN, E N a LAKE IaSKIKTON -f-XIST. e,- 3837 HOUSE LAKE WASH11V4T0N BRICK 390/ 13 10 �4. WALL A PLUM —J 10 EMT. 4:' --&' CT-STUB -TO--LAYE- &I PWy VALVE SIDE 5EWER -LINE -UNDER -ROYSE- I' DEEP G "PVC WYE 4.1, PVC WYE -F C.O. F' DEEP % EXIST 4' PLUG �3.0'FFOM "OUSE VALVE Y 0 3827 7' RISER I 6° PVC I qARACIF V 0 EEP VAULT EX ST, 4'' :ONC. �-FENCE , 5EjWA*ACjF- 40 LIFT STATION VALVE VALVE 3825 8s 3827 LAKE WASHINGTON BLVD. #3809 5837 a 3901 LAKE WASHINGTON -BLVD.#390*9 S,-158 Horton Dennis Cg' Associates, Inc. CITY OF RENTON KENNYDALE SEWER LINE F 7-67 5791.0 SANITARY SEWER L.I.D. 270 NT' S' fW,fj j FHD� Consult;ng Engineers SCAL� PUBLIC WORKS DEPARTMENT SIDE SEWER DETAILS 10 .,--!0 W A S H I N G T 0 N A.�.. - —.—M4 — L--E L-- R E V I S 1 0 APPROVE. , Aft