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HomeMy WebLinkAboutW-042705ry O L , I PC) X LLJ Cr) LU LLJ -'57Pr StBO W/ Zz"w FIRc HYD bsefity 571F /V1PDf_- 'y Como. 5LUJA0 Posr-_• SmAcniz + a4a. UJr f DRIVE MATCH LINE STA.4+25 SEE SHT. 3 M L 13 r 1A1 7-r 1 115,1 MAIL PDX 0 0 'DRIVE CQ U0 Ell) X W UJ SCALE 1" = 20' W S. 123 rd PL. � HEDGE 574- 9x420 979 27'� 4evewhy _91,9VEL 36OLP IVPW WDT WM C4-5p- ----------- TO OF o. ppygp GRAVEL „i Z_ P P Y w"Y" (1)PP / pia/ S. 124 th ST RAN C_ 00 EX F1RJF HYD _J SIA :2+99 Nj R7­ 10.15' W VIC-- CROSS 0*-) X Kr3 AVAPTC-12, 111LLJ BUS IR WM DRIVE ROCK &V C '37 11 3+C�,L1)0.%5M ' .J1 WALK ­44— - LITE 4,&9P WATER 19OLF NEW 6",Or WM CL-5P_ (7-J) M_H_ 0 L. H. S SAN. WM D_ T. 0, Rom C_ _1: B >4 C8_ —13 "PP I I � T pop IVE WM 7 El PLANTER WM .AL N Rq�< 50 �p 2i O� 'VIE 16 1 k d 1 , - ': - : _. 1� 1— - L DRI Cf) VE MAIL 13 )X ;nt - c3tza a., &V ---MATCH LINE STA. 1+50 i 1 -1 - PYO' 22"Je GENERAL NOTES SEE ABOVE LIJ NigyY 1. All work materials shall be in conformance with the standards and specifica- RRr. HYD Au'ny tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. WM 2. All locations of existing utilities show are approximate and it shall be the 511wKs - Wom vivrr contractor's responsibility to verify the true and correct location so as to' f, e ED avoid damage or disturbance. Y Too 3. All water main pipe to bet cement .lined ductile iron pipe conforming to ANSI ? C's A-21-51-1976 or latest re -on , B. S e i thickness Class 52. Cement revision. C ant wrta lining and seal coating shall conform to ANSI A- 27 -4 -74 or WALK­ 3Z Pipe joints to be push-on or mechanical joint. Bedding to be Class C. 71 ROCK 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A 2 1 -10- 1 977, ANSI A-21-11-197 7 or latest revision. All fitting joints Wbe mechanical joint or flanged. a FI rged joints shall be drilled in accordance with ANSI 8 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. Ail water main 10 inches and smaller to maintain a minim- cover of 36 inches below finish grade. All water main 12 inches and larger shall-be at a minimum o f 48 inches below finish grade. Where ility conflicts occur, water mains are re to be lowered to clear. 6. All water mains shall be pressure tested and disinfected in accordance with 51 MATCH LINE STA. I t.5 In Oecificati.ns of the City of Renton and the Washington State Health partment. All pressure testing shall he done in the presence of a repre- SEE BELOW sentative of the City of Renton. 7. A preconstruction conference and twenty-four hour notice will be required prior to starting new construction. 8. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. H. 0 -5k(0 9. Installation of corporates tops, water services, lines and meters to be I as, I 1� I STA 0+23 H R7 11.6 accomplished by the City of Renton. . 10. All connection to existing mains to be accomplished by the City of Renton. All tor a-$." G.V. necessary excavation and mt:r!als to be supplied by the contractor d MAIL 13%. TREES be on -site prior to City notification. 1 0 89 ry (15v GITf " - ) _u 11. Inspection will be accomplished by a representative of the City of Renton. PLANTER It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in - \\ f GRAVEL ROAD February 1980 X 9� Otoor, —.ITY OF RENTON DEPARTMENT OF ENGINEERING la GE IST W- 427 a 31 jo nsw oft AV is 84 th AVE. CO-OP WATER SYSTEM -M By, -STi- Wftmammpf of 9"<= FL) DESIGNED R E B DATE 1/ 76 FILE NO I I i -a - 4v &L, -,,w 2-6 CSTLgra.0 TaAwsrilaN, DRAW R E SCALE AS SHOWN I- 15 Coma, aack- CHECKED SHEET-2—OF 5 DATE APPROVED NO. REVISION 1A.. I 1, P, IN