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HomeMy WebLinkAboutzS-1660Set.qFr, 17./) TWP. P31V.. RGE. 5E. WM. I I i I I Al I - I I A I I I A I A A I Al I I -A f_ I - A _I _A I I. I I A I r7 4r 11 1r) 1) 1n ® a r7 KAI r'*-0r)0 0 Y rl 7 IQ Q 1n 11 1 1 4 r7 I 1 1S2 1Q L- � i v v 0 Q. �Y Q. ,Q �o. ti z SEC. 20, TWP.23N., RGE.5E. WM. SEE SANITARY SEWER PLAN SHEET 2 OF 3 %Po.b aF �ase/ne/ st/ ooLo/ 07 E . t 407 90' :5�7d 5'. 990 ,son N I? LccQrlON 6Ec 20, 7W,- 23 /V/ 2 �C� AN s v <a MH aABL SE47'' t R4NSM f)JJ LINE 4 NO 3560496 SA' ✓S�WFR h'M �-J, -_ 4� _ - --- -- -- -- -- __ -. �� �1G53.55 _ / � - - - - - � - - - - - J /1 SFN. SVdP ESAIl � r / -- - - -- ------ -- - - -- -- -96 g - - - -- h - ------ --- - - - - -- - - _ o ` l I "a,v "eT rrVTO EX /ST /YG 19 18 c FFY2f.5 FF233,6 OIC 6Hllez i I I I %S' SAN /TART SEWER ESM'l.' FFYSts I \ \ FF. f ty I 1---1 //i°PiPO.t`/iY1ATf LOOT /OiV Of ff' /,s'T /if/G /P "O /f/. Gil wiaes I I I Jp 9r!/ /Ti,�/i�f'Y 1fH/fiP TiYUU.Y /�V CiPfE/S' . LOL9T/Ory Jf/OIY.y L3 11211f f/fLO LOCATED A %°L/PTEf/9 X81 °391z"E R4VSMlSSC'tf,Nk 4458 L OH7 GO ¢,,a , s - '_394 pb / SCUND PO_EO�eB�? +0 I II 1 59 oUG N13 °48 � � ' H T Or � - " / O 1 - SE1vE9 • / U✓E�hPHEAO POWE, 485 E \� \n� 14623 y j saN rEIVER r7 /M 2za J eSSW/ ✓14SrIVCr0,! NATURAL 67 A S EASEMENT A. F MO. 4959966 / Z m \X / Q fOrYNfC'T 6 O/HiY1fTFiP °ryM� f/ / / 9 Sl. M: SEl4'ER lv1N - -� Y �2 /z °9ENOS j I I _ - R/N 240.3 -•. ♦ J( SAN ITARY SEWER GENERAL NOTES 1. A preconstruction conference and twenty -four hour notice will be required prior to starting new construction. 2. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 3. All work and materials shall be in conformance with the standards and speci- fications of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. 4. A copy of this plan must be on -site whenever construction is in progress. 5. It shall be the responsibility of the contractor to obtain street use and other related permits prior to any construction in county or state right -of -way. 6. Approximate location of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verification of locations shown and for discovery of possible additional utilities not shown, so as tc avoid damage or disturbance. 7. Locations of the structures shown hereon are approximate. Exact locations shall be field set by the engineer. 8. Except where noted on the plans as Ductile Iron, the sanitary sewer pipe shall be P.V.C., conforming to ASTM D -3034, SDR 35. Where noted on the plans, the sanitary sewer pipe shall be Ductile Iron conforming to AWWA C151, Class 50 lock -type mechanical joint. 4. All side sewers shall be 6" minimum diameter at 2.0% minimum slope. 10. All manholes shall have a minimum drop between invert in and invert out of 0.10 feet. ll. All manholes Shall have locking lads. IZ. All drop manhole pipe5 Shall be cast/ dctcfile iron. or PVC. a ,UOTE' USE A, 6V eS WIT H P /PE SLOPES G PEATE,e THAN 20 X S /� 1 ti a A / I d A --.. _.. � •�' 1. �' I RP I r ,01-A SECT /O /V A -A �C,.'1C1PETE PIPE AA16f10A'r' NO SG4LE ° . _., 't A R� SEE SHEET 3 OF 3 FOR PROFILES ® ®�N L BORd X91® 'w yAy QC e %cts�:ati4 @�Po�k �c S4ER`� �6�3 �►r"�t 3.3�' A -3+8 P /PE O/A 6 f -y 'ZI LINGULN PROPERTY Co. 11400 S. E. 6TH ST. SUITE 220 BELLEVUE WASH /NGTON 98004 HIGHLAND ND VILLAGE APARTM ENTS SANITARY SEWER PLAN - (206) 454 -3743 OR BBS -7877 Q e DODDS ENGINEERS, INC. l 1950-130TH AVENUE NORTHEAST -�' BELLEVUE, WASHINGTC of 9600S DWN Z 14114W7' BOOK PRQOs�J. NO. oG SVD DATE 82127 ARP'D � / "�/�83 SHT � nG .3 Ile 4n 4r7 4r" 4r- 4 1 4 r1 4 "1 1 4 4n fl n r7 n K e11-%r-% 1-%r% -%v I` AL