Loading...
HomeMy WebLinkAboutD-208301City Of Renton J Sec. 18r/Twp 23 N¢ Rge 5E Al W. 2nd S17-eei Mon. # 176 (So. 132nd Street) Q �z6 ! Brass Tack /got Pound Elec. Conduit Not Found R: I A 132nd S% Silt Fence 2 = So- a O I Existing 1/au /t � �9 (For Private \ I an,+ Rim. E/. 56.11 NW 2 51 ti Contract Only) I N Inv. El. 37.79 � Pie' - -t- -130' 7x 7'Elec. Vou/t -� —' Bross Tack) Jet JWO 0001X j Material j Ex.- ST I sr o ' Vsto Apfs. Stock Pt /e I c, �Areo_ - - - -� Exis vP i 0 iing 2 -24 is Conc. Culverts To Be Pugged W.M. N and Abandoned ,Poi /i VICINITY MAP Existing L/ghf Jet I/'sfa Apts. Connect Exist' C, B #1 (See N C. B. �2 (see 1Jtihijr r,' - - -o. -A2 - - - - - - --Detail - 6, - Sh- t 2- ) Manhole P in.#py 1 e (See Detail 1, Shf. 2 Detail 6, Sht 2) Detail 3, Sht p�/ �/. x I x - Manhole #2 Easement ill Z 30X45 Utility � � Eosernenf Ewsfing 2-24" Cone. _ o = Culverts. Inv. e% 52.1 / ° - - — - - - - - - - - - - - - I Q j Remove Lt�kt Base Construct Mew [ight Bose / - 5'Utility S' I 1k I And Junction Box At South edge j Easement Of Excavaiion Area. Match existir/y 53'0"� aocTtern, GirxovPPav Open Ditch %4 stondarn' P/aii6 Joo� 7oiy; .70/5' p ,¢•,coca. • =:� 20'x 30'Utilwy SAN ?A 2Y 70'iR.0.W, Easement 99611_1 .e Q swP- r0o -;?(:&3 20 C/ 3 /is /q} PuW W. CONSTRUCTION NOTES: I. CantraCtar To Field Verlly Locortzoz7 And lnverfs Of Exishnq Pipes Prior To Laying Of Popes COMM.. #1) 2. Materials And Workmanship Shalt Conform To City Of Penton 5/a170aids- 3 Restore Surface To Match Exi5hnq. 4, Transfer Of Flow And Plugginy Of The Existiny Pipes Shall Be Performed Affer The Pees Are Accepteo_ 5 Elevations Are fused Upon Cify Of Renton Da>`um_ Ca rntracfcv To Verify Priar To Beyinning Coizsfracfian. G. Contractor Shall Be Responsible To Maintain All Ulflilres Affected By 7hre (fol'istruclion. Any Oaanage To Any Of The UtillIles Shall Be Restored, Repaired Or Replaced At The Expense Of The Coalwctor And To The Satisfaction O/ )fie Cafy And The Respective Utihfy Company. All Utilities Are Shouter /n Their APuRoximate Locations. COnAwctar To Field Verify Actual Locations 7 The Engineer Has Reviewed And Concur U111h Tiie Hydro- logic And Hydraulic Analysts As Shouts /n The Techmeal lnlbrrtx�fion Recert Dated January 1992 By The Cify Of Renton. 8 The Construction Activates will Involve Approx.450CY. of Excavation Material q, The Contractor SAW // Submit to The Engineer For Appro:ml. The Trench Sho1-11V Detoa/s Dior 7b Conti The Desiyri of Such $horarnq Sho // Be Stomped By L eertsed ,5truCtur01 En[ylneel- /0 When Pequiied 8y The City `or Anyy &"s1k_c ion AclTm,'es Witham The Street tight of May. The Lontrocior Shall Suhrnit- o TroFfic Confro/ Plon. For City's Aopmvo/ Prior to Conslrucflorn. it. The Contractor Shall Be ResP01291,61e To Reinstall )9_0Perfy Corners As Shown Ex1s1'1hq. All Reference Ties And Permanent Settings Shol/ Be Performed By Licensed Surveyor 12. A 5 Foot Wide Pedestrian Nloikruoy Shall Be Maintained To Access So. Properly Ai'All Tiines Belareen CB. *1 E C „8, #2- N, EXISTIAIG DRIVEWAY EASEMEAIT. A ZO Foot Wide Driveway Easement Exists Along The E7// ;e South Property Line O' The Jet Vista Apts, (10 Feet North And 10 Feel South Of The Property Line). King County RecordingG304340 And #6314403. 14. -Any Sideseu/er Damoge By The Construction Activrlies, Shall Be Repaired And Reconstructed To Ci/ys Stanceird. {PVC Material Shall Se Used) - Temporary Service Might Be ReBuired T Provide Continuous Service_ GENERAL NOTES; (FOr Catch Basins) l In Unlmp, -O-d Areas; Calch Basin To Extend AlW1,77um 6 "Arn' Maximum /B "Above Fin /shed Grade. 117 Paved Area, Cover Must Slace /n A!/ Directions To klatch Paving. 2. Cdlch Basin Ring Anci Cover To Be 24 Clear O,oesiiny, EQual To Olyrnoac Foundry Co, No.5822 Wifh Solid Lid Except For One %8 "Diameter Lift Hole 8 "From Cen %r Cover Shall Have Word1i79, Drain " For Storm Drain. Cotch Basin Located W /thlh Easement Shall (love Bolt Down (Locking Lio') Rang And Cover Epol To Olympic Foundry No. 5943 WS -L . 3 All Cakh.Bosin Joints Use A Confined Round.Ru6ber Gaskel Meeting AST” 0-443 Specifications, 4. All Pipe .Through 4atch Basin Wall Shall have 'VRing Rubber Gasket In A Catch Basin Coupling C'ol,6rtnang To ASrM C -470 Specifications, Johns - Manville o,- Epua /. For Connection To Existiny Catch Basin, lie C17146 Basin [Nall Sho11 Be Core - Orilled. A Conim% Type Flexible Seal E9ual To kb,-A/-Sea/ Shall Be /nsirnlled. 5. Precast Concrete hems Moy Be Suap/ied By The Follounny : A53aCiated Sand And Gravel Everett ConCrefe Product`s Toc.G/n C017crete Prpe, /ne, Pacifrc International Pipe E` Engineering, Inc. NOTES t Precast Sections Shall Conform To Section 7 -05 Of 1991 Standard SpeGJ cations For Rood, Bridge And Munic600l - CQnSTrvCR017 Of Wash. Sfa /e D.O,T. And Wash. Chapter APWfI, CHECKED FOR COMPLIANCE 2. All 5ection Riser Joints Shall Be A Rubber Gasket Type TO CITY STANDARDS Confarmrng With ASTM C -443. Details of Joints Date ! -.5 Shall Fie Submitted To The Engineer For Aaoorval Prior _ ?Aa.9 To Fabrication, Date 3 Date L/ 1, �y�OF WASH(,y `j ��� 600 -100TH AVE. N.E. BELLEVUE, WA. 98004 4� LTO (206) 455 -3555 AW1151olV By D.G. � ta667 �,�� 2 A5 -Bu`!f Cand,'tPons Sharon .5'.LL a9 -23-93 cisTeR` ♦ 30 A5- fi ic: CONOn"!oN$ SS �. rG L NO. REVISION BY APPR. DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS JET V1STA APT. STORM SYSTEM REPLACEMENT DESIGNED ETC. DATE 2.12. � 93 FILE NO. 15159 RAWN ✓, T C rZ: `ZO HECKED SCALE y -r. _ �,' le�o eoolc_vwe� PPROVED SHEET 1 OF 2 I I I i I AI I I I T I I t o I a i I I I I j I 1 1 IT l i i i 1 i 1Q 17 1G 1F7 1/ 17 17 11 in C] 4 '7 r- NAlrlrnnnrnv I r` ,-, n r, I - - -