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HomeMy WebLinkAboutWWP2701777.1I i lr) J I m a0 h Z � % /S M /6 Cn M / 7 z o il j 1 J a 1 i SEE SKIT. 2 - I I II FOR STORM II II I I I DRAIN II U I I ti 20 ' EASEMENT Uj i MH # 3 II II II �� • mz Qz ac SA N. 1 I R W 7 Lam.7 Tic' DRA/IV ' 46"� SEWER ` I.E. 1G8. D9 ap Q p 0. 1� v\ 2 I ` O hp h 1 04 �a 3 /.E. 172.89 i / 5' EA s E M ENT o Q MH 1#5 � O I /. E. 202.0/7170L.= o II � CLEA/t/OUT � � / I /5'EASEMEN% T YP, 0 1 I �A S�A��n/T n�T4 // II II ENCL 05HP /N ti �' I ' I Z , I I I I CAST /RC�V — — -- - - - - - - - — — — — — — — — — — — Boxes _-- - - _ -- I I II ' 5 �' S SEE SHT. 2 FOR5' I o M 4. I .• STORM DRAIN S II II I 20 E M T I I O N N N d J I I\ QC Q i J h J ? LQ N N I P�...'��699 T / x- h,,349S6SEE DET�IIL ��\(21 ;1 I I I \ EX.M//#/ II/} PAvsa it (D '7v \ \ o_ `tc9 V S !3 142.76 l8, II AC L "X 14v=IIR Y a I I i 1 / OAKWALE AVE S. VK '� 5E) J l9 N N NO � � t / � � N � CQ � � O � � I � \ I MH •�' 2/ 1� N m l \ cV N N 4 'a0 II II N r � / 143.21 h I/5 /0 23 S49L� more V O L J x .............................. ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ _...................................... ........................................ ................... .,................... ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ .................................. ................... .. ........................... ................................................- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 230 2/0 2/0 /80 /80 O ............................................ ....................... .............. ............................. ... — �� ......... ......... ... ........ ::::: ......... ......... ........ ..... ......... ..... V ` ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ......... ® C^ ......... ......... ......... CLEAI(lou 8% ...—... 2 0 /.E. 0 223.78 �s \220 200 200 ` / O .................................................................................................................................. ................ ......... 7 ......... . ... ......... ......... ......... ......... e,-� ... tf so<,� \ EXIST/NG :: ......... ......... :::: ::::::::: ..::::::: ::::::... ......:: MH 5 i �,, GROUND .. ...... E Q YISTING 6 90 Z O /rw 201.75 93� �..................'......... O �` :...:......:......:...... ..... ..... ......... .... ......... ......... ......... ......... ...... T c� . . . .. . . . Q 2jg GENERAL NOTES .. . . . . 6 6 N o 0 a /5 @ 2 /5 0 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the 1981 .... .. .. :::: SEE SHEET 2 FOR STORit9 aRAIN ::: ; :::: o :�,/y : : : ::: edition of the APWA Standards and Specifications. ::: ` DETENTION P/oE ::::::::: . . .... .. . .. . . . . . : :: I DROP o /:B /6/ 89 0.82% _ — -_ W N ........ ......... ......... .. .... ... ......... ..... ... . 55L F-8 ••�� io ! EX. 8"5, S. 2. All locations of existing utilities shown are approximate and it shall be ......... CONNECTION the Contractor's responsibility to verify the true and correct location . . . . • • . PER C/TYOF ...... I ... . ........ /40.. . .. /40 Y D .. P _ :...`............................................................................................................................................................................ ...................... ... . so as to avoid damage or disturbance. .......: : STANDARDS : : : : : — — — — — — — — — — — — 0 :: :::::: ........ . ....... . ... ... ... ......... ........ . :::: LJ 3.j9 L.F -g�•@ o L 3. A preconstruction conference and 24-hour notice will be required /' B3 / — — — ; ; : ; :: ::::: ::::: : :: : :::: �— .... prior to starting new construction ......... ......... ......... ......... ......... %.E.�9- 14-3.2/ h Contractors responsibility to secure all necessary ...... ....... ::..... ..::..... :::...... ......... ......... ::::::::: .......:: ......... ::::::: /30 4 It shallbe the permits prior to starting construction. . . . . . . .. 4„� WITH INS/DE . . ... . .. . . .. S/DE SEWERS STUBS FOR ...... : ........ .... . ... .... . . .. . . ....... . ...... .. . ..... . . . . S ... ......... ......... ......... ......... ......... ......... ......... ...... :....: :. DROP CONNECT/ON ...... : : : ........ .....: LOTS 5 e 6 TO BE /NSTALLEO . . . . ::: . : ...:..... i : : : .: . . . . . .. . EX. MH # / t 5. Inspection will be accomplished by a representative of the City of TO PROV/OE 0.S'MiN. CLEARANCE AH. ,5 /42.76 P P P _ ........ /. E. -/ 7-3: ,-90 /72.8 9 S RA/ . . . . . . . . . . ...... : . . . : . : . : :.. . . . . . . . . . . . . . . . . . . . . . . . . : . ....... : . . . . . . . . . . . . . . . . _ Renton. It shall be the Contractors responsibility to notify the �a /�8.09 i • ' • ' ' ' • • • • BETWEEN BOTTOM OF TORM D N . . . . . . . . . . I. E. � DETENTION PIPE � TO o OF S/DE SEWER PIPE . . . . . . . . . . . . . . . . Utility Department 24 hours in advance of backfilling all construction. ...... ........ . ......... ...... ...... ; ......... :: ; : ; RECOMMENDED; ::::::::: :::::::: ; :::::: ; : ; • • . . . • • EXTEND S/DE SEWERS TO EDG£ OF EASEMENT. . . . . .. . .. . • • . . . ...................................................................... I ...................... F A V . ..... ..�. �F A—t CL-�M/ earl �Narro��80 S2pT. 3n8ZOOS (Nor AS-BV14.T) BY As- BCJ/G T f��i� SEG'T/Di(/ 7 - ¢ �o vsr�ucrroti / APPRO VED BY Q j> ��-«-�' // ��7 ,yr C/ Y OF RENTON PURL/, - WORKS DIRECT f� DATE � 'vliiAl E�'w - / - 071 4 6EWER STUB ON LOT N. OF FLAT RM4 //87 3 'Z 7'KACT A f Y - xT",ti t.3= RNL ;� Designed DN Approved 2950 Northup Way O O L Bellevue; Washington 98004 P (206) 822 6464 ENGINEERING, INC. 1225 Tongass Auenue Ketchikan, Alaska 9990i Consulting Engineers & Suruegors (907) 225-6626 SOUTH KNOLL SANITARY SEWER PLAN .AND PROFILE � I Drawn BF �� , NORIZ. /" =40� Scale VERT. I =/O Date APR/L 1985 SEWER AND EASE,V/ENT BF Date No. Description BY Checked PV W Project No. S 82 0102 REVISION