Loading...
HomeMy WebLinkAboutD-295913pbO f cr z N N r 1 Z 12" CI phi EXIST. P?EA INLET P: M 22.73 E 6" CONC 'E 20.93 ItXlg�. CB 16, C8 -8 (96z DIA.) RIM 23.14 *e 96" FXST. AREA INI_ET RN 22.87 N.; 6" CONC IE 20.9 EXIST, VTR 1dH (48" DIA.) R!M 2 3.9 6 N 12" DI IE 19.46 S 12" DI IE 19.46 W 6" DI IE 19.36 TOP VALUE 21.26 _ _. a wE- 3 - • �+. • fig rn i3 g M W z 20' 10' 0 20' 40' F� U) __ FS PARKING STALLS \ ZJ J v, K �. ' I _ i I € ......: : :. :::::: ....... ......... ........ ........ ........ ....... : ........ ;, ... �rri .... �. ..... �, :...... ...... ....... ...... ...... ......, ........ ........:r..,.....:(nu�tn ;„ f ...... :oi......cn.:�,.... :. ..... ....... :r :.....,. ;d�: .... a o .. w o; o .... (�/J� ................ ................ ................ (.1....... l!............ ............... ........ ............. ... .. tl)' :1Y7 b„ .�. 1G1E.', ............... N ......... N^ N O . . . . .. . : ..... ............... 4?: a �- FA cu of .o w : rn : iLi %- :o...p .....:CO o... - .......r..W�.. WG:... :cV.. LEA N .... .. w. 4V� .. ..... :.... , . ��t. :::: ::: .. . W. — wo ii•n. iii,.... „• ia.F.,,, b L�,... ........ —Q' ya ...� : w......:N ........ .....: ,d ..... :....... X1ST• �rl?4VW4: �`� !• , ...... ....... to �'" . `Q ~' ...... . 25 :. ....... ;... ..... ........ AT •R:o.W: ... ...... .....,.. .:........................ ............................. :, ................... , :.....�.. :1,.1. cii.:.....,.r.'. :,............ :,a,,,., ....,,..:F .:' .m...... _ ' ,......., ,.........I..... _ ' a' p . .... . .. .. . . . ....... ..:.........:.........:........ ............ :GV '�tL.li.. t'7N,� :�+[V OQ ,�. �Y.N � � •�•• 4�Iw... .. :...�✓ .�., `cv+ ... I , , ... , rvxas�» x�v a �iv��s, � . , . N 0 ....... . .. ::::::: :::::::; : : : : : :.. ::: :: .... : : :::::: .... :::::::. ...... .: ... ....... , < '4 {, . . . . . . . +• . . . . . . . . . . . . . . . , 0.. A AO q:........... x........0.4....... kW, . y�'. ....... :�X• 60. GANG :SR 00 54" CIJiVC..SD:'.. .. . O . .i., s. id Ila { .. . .1, i tr G + 4 s , s. „ S' t j(” i 5 r }� 1 �i S RS .1 :?( � s1' i;s 'E ' t !` '.r'; ' � £s i�- sj r� . I, , f t s {k �` P i iss' ?{ i 33 ....... ..... ....... ..:::::: ::::::::: ........ ....... ..... ..... '�'$ ' ....... ........ : 394L: LF::BiD.. C : SD :: S : 4-: 0' . :. . ......... ........ ......... .:a& L:F:60. �:. .... ........ ..... . ...... 10 CONC SDi ...... ... 30+� ...... ........ ........ 5 0.0007• ................. ............ ..... ... .. ........ ......... ..... ::::.... ...... :: ...... :: : : : :::. ......... ........... .... . : : : ::... ......: ...... :. ..... : :.: ....... : :. : :.: ........ ......... ..... ........ ::::: 3': W....... 25, 20• 1.5. STORM DRAINAGE NOTES Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 02 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION Q CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE PIPE —TO —CB CONNECTION TO REDUCE HORIZONTAL PIPE MOVEMENT FOR PVC AND D.I. PIPES. ® CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. 0 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" Q CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. Q CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. (D CONTRACTOR SHALL DRILL 1- HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. O CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. 1U1 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. O CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. CONTRA T ® C OR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING INSTALLATION OF NEW SD PIPE. '° { n- 2959/3 5 :::::::: :.:::::: ::: ::: :::::::: ::::::::: ......... ....... ....... :::::.:: ........ :::..... ........ vi I :: :: ' ;r,::I: ::::::: vi ...... ......... ...... ........ ....... ......... ........ ..... ....... ....... ........ ..... w p ..... ........ ::::.:: ........ rv' w > 0 +00 1+00 2+00 3 +00 3 +40 w 0 P a a On 10MA " o E)PRES: 7 -12 -2004 Ci�7 Sir Oobormue, Ina. CONSULTING ENGINEERS 701 DEXTER AVEWIE NY M VATE !00 SEATTLE, VASKMTIW 7•IO1t (806) tM -ONO •► i.I d W w p I 3cnw3�W NI `ts o z 3w 3 W wz 0) zzz 00 � > 5 W Y ix z � Z M OOZZZQ +I00000Q Oy zzwoz 000Y N x i1ClUUV(�j�^ aN� L4�J JW� m 000 .pQ 7 2c' = 1i(ONCDtD((1TC z �, .� g. _ OOz , z N fJ1T7gudj.N -Yr UO 'A po -H y d� NddCAdd N� �9 QNa N 401) W W_ Miter ^cV0 N •}� 3 �ddcOOpoO Wroror-ooao0) ±`x �j �NQww� -j dIdi 1�:Jpz + zI NW) N�� WOO w, •i - - - .- r .- d � •- - �- & o �V ,� � N C4 V) x W W W W W W >10D �'W W Wa' �V3 OCW w S.T. M.W. J.N. NO. REVISION BY DATE APPR A17010re` K.E. O ,'y SW 7TH ST. --7, As 13v 14T Pest. co r.rF�rv��s Roca c l o S 1L__ - - \ - /� l Byt Date�1�1i ?1 -- SHEET 5 6 7 8 , 9 10 11 12 I , By ____ _ Date's By'---------- - - - - -- Datet- __-_ q SHEET LAYOUT By'---------- - - - - -- Date' lava. :3 1211315191014 AS SHOWN "' �� CITY OF RENTON 1 °NE ""' DATUM 0 NIX an ', Planning /building /Public Works Dept. 0M AMY ROLL 2 Q,� FR 1,2 9 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PLAN AND PROFILE STA. 0+00 TO 3+40 scmmeo MAY 0 12006 '"a 'l->, 2 PS 9'3 of 4 -' 27 4 �1 .j 0 s' N � > y� C w S N r '17 J ,p 0 , C m z 0 H 4