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HomeMy WebLinkAboutzS-0333Set5 s LOG AN AVE..—z- THIS A2EA NOT TO SCALE BURLINGTON NORTHERN R.R. -41 Ill 11 11 M.H.'4 M.H`S GHAPMAN ELECTRIC x -K+ 011__. OIL OlL AN TAN GONC. WALL OIL N CYCLONE FENCE 4N 1 LL FUEL DOCK � } REVETMENT M M M m M M I ' T 7 BURNETT (PVE S. PLAN VIEW -- HOP-12. I"= 40' ! Z 0 R: R. BURNETT AVE. C� I I ' y h a 3 0 W yl � Q, v Ltj �I a N W 1 J m TOB /N_ STREET PROPOSED 8" S.S. �+ /57 - '6-5 = O. 40 % EX. SSMH # 9/ —.�- -- -- EX 2" GAS - -- - - - -- I 1 I TOB /N ST. 40 N SCALE 20' HOR /Z /0' VERT. NEW $ Snia : 61-F IP. 23.08 Sara+ - F02 FOTURP EXTET1V5 /O+I 5oDTN CHANNEL- PRoV /OE PLUr, EX /ST ING PAVEMENT Q PIPE II i 20 114' B° S.S. /57'- 8" S.S. S = 0.50% S =0.40% BURNETT AVE. C� I I ' y h a 3 0 W yl � Q, v Ltj �I a N W 1 J m TOB /N_ STREET PROPOSED 8" S.S. �+ /57 - '6-5 = O. 40 % EX. SSMH # 9/ —.�- -- -- EX 2" GAS - -- - - - -- I 1 I TOB /N ST. 40 EX /ST ING PAVEMENT Q PIPE II i 20 114' B° S.S. /57'- 8" S.S. S = 0.50% S =0.40% DESIGNED BY s 000 a R. OROONEZ DRAWN BY MO %S 1E zzae REGISTERED R. ORDONEE ST ��� HI 'CT �N ' z cNecl:eD BY f . STA( D °e "' •` t / ��' `` " AN ARGNITFCENUEE PARTSEATT E STPTE OF WAS4iF' GY. w 2093 MINOR AVENUE EAS7•Sk.ATk'I.E. WASHII(;10N 98IO2•(2(I6)3224600 o PROD ECT NO. 82003' GV 3o-ezo Al I i I I I I I I I BElJCNMdRK: NORTHEAST CORNER CONCRETE yAULT U.9. C.¢ G.A. EL E✓ =34. &4 WATER d SEWER 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF UNION UTILITY DEPARTMENT AND APWA STANDARDS AND SPECIFICATIONS, 1981 EDITION. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFCATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE CONSTRUCTION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. SEWER PIPE TO BE PVC CONFORMING WITH ASTM D -3034, SDR 35 PIPE BEDDING TO BE CLASS "B" WITH ONE (1) FOOT OF BEDDING GRAVEL ABOVE PIPE. PIPE ALTERNATE: SANITARY SEWER PIPE MAY BE ASTM C =14 (EXTRA STRENGTH) RUBBER GASKETS CONCRETE PIPE. BEDDING TO CLASS "B ". 4. ALL MANHOLES SHALL HAVE A 0.10' DROP BETWEEN INVERT -N AND INVERT OUT. 5. ALL '.• =?'OLE RIMS TO BE ADJUSTED TO FINISHED GRADE AT TIME OF PAVING. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AT LEAST A 10 FOOT HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY MAINS (PROPOSED OR EXISTING.) 7. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE�FIELD PRIOR TO CONSTRUCTION. - 8. 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. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 10. A PRECONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. der -OVC�I l/ -- -for OF Pub /i OYKS 9 -z9 -9, EX. SSMH # 9/ RIM EL.= 33.7/ B': /E /N '23.8/ B "/E OUT= 23.7/ L PUG 8" PIPE NORTH DX EJULY 9/ 19 82- MAY 6, 1982 RENTON CORPS COMMUNITY CENTER SNkEI NO. ' SEWER L lN E PLAN,_ SECTIONS i 1 '4 AND DETAILS The Salvation Army • W',astern Territory OF 25 14. f.902 I _ I I 7C I I 1 a i 1 1 i2- i i i I I •