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HomeMy WebLinkAboutS-0186017s.oi PARCEL 'A' 3 N � N N p �I Bi8 "r6 "WYE CPLUG END) 75_00' /O' SANITARY SEWER 9A5EMEN1F PARCEL'S' 3I '3zi� EXr5T /N6 PP N o PARCEL 'G" ' 0 op . 2 g "r 8'K 6" WYe C PLUG END) (PLUG ENO) 75.00_ 8° 5ANITARY .5EWEERJ PL A N SCALE: /' =4O' NEW SOWK. SEE "PLAN -TyP /CAL 51OEWA4K' FOR DETAILS NOT 51-10PVN 7— F4,,5/T /T /ON NEW SaWK TO EX)5TING SOWK. EX15TIN6 CEM. CONC. CURB E GUTTER EX15TING PLANTING AREA EXISTING CEM. CONC. 51DE11VALK NEW M. H. >c:r��' / EX /STING 10' SEWER EA5EMENT rypNm. —j i 45't EX /STING 8" 5ANITARY EXISTING 8' C.o. SEWER CTO BE REMOVEO) LAND USE MANAGEMENT INC. I W. L. WALKER 51409T SUBDIV /SIGN � 5ANITARY SEWER � SIDEWALK /MPRoV,=MENT PLANS SCALE: A5 NOTED IZENTON, WA. PATE: /2 -/ -76 S- /86 4 n 4 n nn 4 n 4 / 4 r nr- nn 4 n GENERAL NOTES STANDARD SPECIFICATION:. "STANDARD 5PECIF /CAT /ON FOZ MUNCIPAL PUBLIC WORK5 CONSTRUCTION C/475)': MANI -/OLE5 STANDARD 48 °0 SEWER MAN14OLE5 SHALL BE CON5TZUCTED /N CONFORMANCE WITH SECT /ON G3 OF THE 57AN4)AZO SPEC /F /CAT /ON AND .5TAAIDAZO PLAN No. 34. MANHOLE COVE25 51-IA LL CONFORM TO SECTION G3 OF THE STANDARD 51'ECIFICATIOtJ AND STANDARD PLAn/ No.42, } SAN /TA2Y SEWER PIPE: ALL SEWER P /PE 51-IALL CONFORM ; 8£ C.ON5TRUC7ED IN CONFORMANCE WITH 5ECTION GO OF THE 5TANDA20 SPECIFICATION. ALL PIPE AND F /T71N65 SHALL BE /NTE62AL WALL BELL AND 5P /GOTH RUBBER G45KET ✓O /NT, UN- PLA5T/CIaED POLYVINYL CFILOR /OE (PVC.). ALL PVC. PIPE SHALL HAVE A MIN /MUMI "PIPE STIFFNESS OF 46 AT 5% DEFLECTION AND 73 °F. WHEN TESTED IN ACCORDANCE WITH ASTMI DESIGNATION D 2412, EXTERNAL LOAD /MG PROPEETIES OF PLASTIC PIPE, AND A AI/AI/MUM IMPACT STRENGTH OF /SO FOOT-495. BASED ON ASTM D 3034 AT 73 °F US/Ne A go L8. TUP A . ALL PVC SEWER PIPE AND FITTINGS MANUFACTURED AND INSTALLED SHALL MEET 02 EXCEED A5TM RECOMMENDED 5PEC1FICA.T1OA15 D3034 -73 CUR2E4T REVISIONS. JOINT GA5KE7-,5 59ALL BE FABRICATED FROM A COMPOUND OF WHICH THE BASIC POLyME2 59ALL BE A 3yN7Hf TIC QOBBER CON5/5TING OF STy2EIJE BUTAO/EA/E, POLY ISOPRENE OR ANY COMBINATION THEREOF, AND SHALL MEET THE REOU /ILEMENTS OF ASTM /869 LATEST - EY1510AI. W5TALLATION 59ALL BE ON 6EODIN6 (3 /B " -) CON51571N6 OF COMPACTED GKANULAKF MATERNAL A MINIMUM OF 4" BELOW THE BOTTOM OF PIPE BELL ANO UP TO THE NO2/2ONTAL DIAMETER OF THE PIPE. 0•e1VEWAY5: ALL D2NEWAY5 SHALL CONF02M TO THE STANDARD SPECIFICAT /OIJS AND STANDARD PLAN Na. IO ° TYPE D OZYEWAY ALTERNATE 2." CEMENT CONC. SHALL SE A 55ACC (!f2 ") MIX. SIDEWALKS: ALL CEM. CONC. SIDEWALKS SMALL CONFORM TO THE STANDARD SPECIFICAT IONS AND SHALL BE A 5 SACK (/%2 ") MIX. ,9PPR0liE0 BY 1 LAND USE MANAGEMENT INC. I W. L. WALKER 51409T SUBDIV /SIGN � 5ANITARY SEWER � SIDEWALK /MPRoV,=MENT PLANS SCALE: A5 NOTED IZENTON, WA. PATE: /2 -/ -76 S- /86 4 n 4 n nn 4 n 4 / 4 r nr- nn 4 n