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HomeMy WebLinkAboutS-022801NE I/4 SEC 9 T231V RSE W.M. _ r p I GENERAL NOTES: \ \ \ \ E'INTO �OJO /N/ \ INTO \ PUG END 8 "SEWER //v L ALL CONSTRUCT /ON SHALL BE /N CONFORMANCE WITH THE CITY OFRENTON "REGULATIONS AND STANDARDS fOR CONSTRUCT/ONOf IXTLIN51ONS TO THE CITY WATER AND SANITARY ^ , I PROPERTY \ 6 "SEWER SEWER SYSTEM! REVISED ADO /T /ON. h _ ¢n u • ` SEWER \ I I 1 EASEMENT 2 A PRE - CONSTRUCTION CONFERENCE SHALL REARRANGED BETWEEN CONTRACTOR C° W 3 e ` _ \\ 7 ` \ S ` -i 1 I TEE ?'MIN. AND APPROPRIATE C/TY OF RENTON OFFIC /ACS PRIOR TO CONSTRUCT /ON EXIST /NG MH TOP 39458 /NV 3B3GB I . 9 8 I lD, /s3 I 0 +62 7,35/ \ \ ?245 / 1 I I e' \ 7,764 //,959 1 I \ \ \ \q� 6 S /NGLE SIDE SEIYER 3. IT SNALC BE THE CONTR9CTOR5 RESPONS7BTL /7Y TO YER /FY THE TRUE AND CORRECT COCAT /DNS OfALC EX /STING UT /L /T /ES SHOIYN, SO AS TOAVOIO OHMAGE OR DISTURBANCE ¢ °e e aQaQ NO SCALE 4. ALL S /OE SElYERS SHACC BE CA /O ON A 2% M/N /MUM GRADE, AND SHALL BE AT A MWIMUM DEPTH OF 5fEET AT PROPERTY L/NE. sti 9 I M.ff N0/ \ Vii) 364LT. \ O.6 36' LT. 48 3]•LT. 1\ f' ' 1 \ I 5 THE TOP OFMANHOLES W /TH /N R /GHT- OF-WAVS SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL JUST PRIM TO PAVING. ' oHI65 55 �,� c o °s- B'DEPTN \� 6'D6PTH 8' DEPTN NEWPO y \ y.00/JQT OY2 I I 47• Lr. I I \ 074' STARE PAINTED yELLOUV W /TN DE -PTY 0,'S /DE ORLATERAL SEWER MARRED ON STARE. Co. ALC SAN /TARYSEWERP /PE TO BE CONCRETE/ NON- RE/NFDRCED,CONFORM /NG TO 45TM 014, CLASS P ALTERNATE TO BE PVC AM5T /C PIPE CONFORMING TO A5TM D 3034 1 793/ �. s \ _ 0 DEPTH \ I I I SS o. .3 40�DEPTH I \ \ \ — GROUND LINE 5 RUBBER GASKETS FOR CONCRETE P /PE SHALL MEET ASTM 0443 STANOARDS. RUBBER GASKETS FOR PVC PIPE SHALL MEET ASTM /869 STANDARDS. P /PE BEDOI.NG M BE CLASS "C"AOCORD/NG TO APWA SAO. PLAN NOM. $ ae° aI - y s5 1 W j 1 \ /0' SAN. SEWER f��- /P °GP S,�ss 9�` 1 q_w °ul pl =_In_II1 ul - 11 =1p =_In =1n 7 MANHOLf5TOBEPERAPWAMANHOLESTD .PLANNO54 \ `' \ p a :, \ '' ,o ° _ � Q 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 SECURE ALL NECESSARY PERMITS PRIOR TO START,9F CONSTRUCTION Q I I \ I \ \ y h \ \ \ \ MN NO 9 EA. CAM WIRE SECURED TO STAKE ANO 5ERMWE 9. THE CONTRACTOR SHALL BE RESPONSIBLE /08 TV /NSPFMON OF THE SEWER SYSTEM USING AN APPROYED TV SYSTEM. VIDEO TAPES SHALL BE SUBM /TIED 70 THE CITY 00 11 ,, ,, I3�\�1 I' (� i sz2T 1 60 LT. 9DEPTH I _ �B -0oi O•B5 / \ 36 LT. �\ '7\ 2\ — SNOWING THE TY INSPECTION WORK. I S /0 \ 6 DEPTH I /3I Z,; 4053 \ Q I \ I 0+06 I3LT. \ ' 7,4/6 H 8• DEPTH \ 7,769 \ \ \ TYP /CAL SEWER SERV /LE ..■ W I \ Ie \ o ss s POST AND MARKER DETAIL X0 /4 I CCEANOUT PE APWA 63 .� 1 9 DEPTH �•. 9'bE \ \'SEPT. / I \ /4 BENCH MARK . I �� ' ...:.....•.. .... : ? TOP OF ON 0 NE IO HC MONU M9 MONROE AV CNTE N F STREET ANO ENU E. I •.., . _ 4 ` _ p :: ::::. . KEYAT /ON 38BOP DATUM-" C/TYOFRENTON. EX /STING MH� \ Ot. TOR3BR.G/ w \ 3t 41� '/OT~ a +D \ �g� /NY3B N.E. STREET SCALE. / "a 90' APPROVED FOq CONSTRUVRON O INDICATES COT SOUARE nvmmS - CITY OF RENTON DATE O ... .. ..... .......... ...... ... ..................... ........ : ....._............... ....._. ..._.... -. ....... ....____ __.___..... :........ .... ... .......... :. ....... :. .. .. ... .. .. .. ....... . — .. .. ... .. ._..... ..... ... .. __..... .......... _- __.__....... .. .. .. .. .. .. ..: ........... ........._. ................ ....... .. ........ ..._....__...._. .. .. .... . ... .... .. ... .. .: .: .. ..: .. .. ... . . �. .. ... .. .... ..... .. ... .. .... .. ... ... .. ... ... ... .. .. ... ..... ... s " ' ._ ... .... ... - .... ..... .................................. d a o . . .. . .. . . ... . Q� . . . .. ....... ..... ..... ....... .. ... _ ...... _. .. _...... o Q ... ... .....: ...... ... .... : ... ...._ ... ..... ........... .... .. .... . .. ' .. ...... EX1S7/NG GROUND l .... .. .. ................................. .... ... Rflfl .... ... .. ... _ _ .. . . ... .. . . —� s O 90Q.. .... . . .. .. . .. . . , N . 9H G RADf �.. .... .. .. ......... .... ..... ........... .. ... a GQ EXiSTiNG GR00ND .. �:. .. .. 8 0 . .............390........ ' -- -- -- .. ..... ...... ................ ....... ................ .. ....... .. 5/ B @05! 67 8 @ 0.5 % 2 SZ09M_4RAiN' .. . 14(v9 .. .. .. - ... ... /NV 39 40 ..... . .. _. ... ...... ... _.. .. a .... If . /(vG . . / :.. :. .... .. ... fNV CEANOUT "K ..... . . . (0 / 39086 ObT MfL NO P V .. . ... . .. . . . 990 50 'OUT . .. " ...... . . ...... . . .. .. ....... . :... . .. . 380 . .._ . . ... ......: ............ . .. .. . . " . . ......... . . .. ... ... . . . .......... 39050 OU T . . / MH NO . _ ... ............. /� 3, ... .. . . . ... .. . . . . . ... . . ..390 . ... .. . .. . .: EXIST /N::. G M H .. . . ... . TOP 394.58 . . .. . . .... ... . ;. p. ...... UT : . :... .... .... ... . . . .. - : . .... NY :::.. ...... .. .. ...... ... . .. .. . ... . . .. .. �y ,...