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S-309202
NE 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. z W W Q U) —� W s I W ry W (pry n U � Q Q z Q H u� wz °Lo C' 3 �z H W � u N ° V m (5 C3 � M a> = STA 4 +17 -....- - - -------------- - - - -- _......_ _ ........ ...................... STA 8 +96• TYPE .k. ST) °0� STA 4 +20 STA 0 +00 (SEWER MAIN) SAN. SEWER MH N0. 2 q n W "� NM .._...._.._. ". TYPE �$'._DIA..S4 ".. ". ". _........ --- ----- -- 4.. 8.".. DtA ............ ................_.............. 315 = Q 315 .. .........._......._..._...o..�. �.. , _.._. .� .. .._...._.....__ .......- .... -. _ GONNEGT -6'- SEWER... STUB ......... ......................._...._.. _...... CONSTRUCT NEW MH OVER EXIST 12" MAIN - - o + v) D rn rn _ 8• pvr LE.- 298.43 RIM= 3.0 ( IM IR.E.- 298.29 , S 30 ADJUST R TO GRADE)' = a ZM II i'I I LE.= 298:39 8" PVC, E) STA 3 +03.16: LE. =293.71: (12 ", E) I¢ 'w o LE.= 298.396" PVC, N) CONNECT 6" SEWER STUB : I.E.= 293.81;(12 ", W) to u) L __ - 1¢ m 11E.= 297.29 :1 - - .._.._.... _ ......_ .. .............. _........ "._. IIE..= 2. 9. 4. 09'.( 8"._ N�...:...... ..............._............... 310 STA 2 +93.16 _............_.:._ . ..............:... "..__...1_ -:.. ........._.._:..........................-...._.................._................_.._...._--..____....."...._...._..................._._......._.._ ............................... CONNECT ..6,,..SEWER...STUB' b 31 O z wo I I.E.= 29:7.19 CONTRA R SPRiOR: ORICONSTRUCT ON PROFILE EXI G GROU w�= ROF S71N ND II wp STA 4 +96 CONTRACTOR o ao PROFILE EXISTING GROUND _ - 0 6„ SEWED STUB --------------------------------------------------- --------------------------- — — — - ol CONNECT 6 : M NY ~' - - - --- ----- - -- --- --= - - - -- -----=- ------ ----- �- - - - -- -- - - -- -- - - - - -- --------- - -- - -- - - -- - - - - -- - --- -............ -- .............. ............... ..... ..... .... ... ............... ............... a PROPOSED PAVE a ¢ I.E.= 298.32 - ..... ..... ............ ".. 305 - - :..._..... ......_. _. ...........I--.....- - .............. _............._...._.......__:_ ._................................._...._..........._...... ......... ........._......... ....__......................... ............................... 305 AT Ck3L DE SAI - - - ------------ - -- -- -- - -- - - -- -- -- - - - - -- . STA 2+03.16 STA 1 +93.16 CONNECT 6 W S STUB 0 _ CONN SE E TUB CONNECT 6" SEWER I.E.= 296.29: I.E. =296.19 STA +93.16 ONNECT .... ....."." . ................. "............. .... .. ...... - ....... - - - ....... _..._....... _.._...... E,= .5.. ..... 300 300 :. .... .............. ............ . .........:.. . STA 1 +03,16 C SEWER STUB CONN CT'6':' SEWER...�13B......... 1. ..29 1.'.. I.E.= 295:29 85 L.F. N 8° PVC ^ NEW SAN. SEWEi MAIN - ® 1.0% SL0 E - - -- - - - - -- -- - -- -- - - - -- _ - 420 L.F. 8" PVC SA .SEWER MAIN ®: 1.0% SLOPE 9 0 0 __...... . .............. ._..:......_...... ............... . .... —.� - - -- .- - - - - -. -. — _�_ — 295 x w W � 295 _.. -- -- - - -- - - -- --- - - - - -- ______ V s -- - - - - -- — - - - - = — - -- ---- - - - - -- — SrA 5 +cam N 12' CP P STORM DRAINAGE PIPE -- --- - - - - -- - - _ - - - - - -- ..............:.... NEW CONNECT 6" SEWER STUB a NEW 12" CPEP STORM , a. I.E.= 299.36 I.E.= 292.15 AT CROSSING DATUM EIEV R90 o M p O O m 5 +40 5 ±00 4±00 3 ±00 2 +00 1 +00 R APPROVAL 0 ±00 RECOMMENDED FO OVAL ...............................-.................................................................................... ................ .......................... ...... ........ .............. ... .......... ... .......................................................... ............................... Y.. ............................................... ............................... BY cf,21 - o�`"tc�C =�DA7lE1� z GRAPHIC SCALE BY °A� CIT'Y OF' RENTON o DEPARTMENT OF PUBLIC WORKS 20 a 10 20 40 ao Spf WgJgFGt� By DALE IN FEET, s z ENGINEER: EERING SAN. SEWER ESM'T. PROFILE 1 inch = 20 ft. JAEGER ENCIN JACQUESI .PLAT 0734 9419 South 204th Place DESIGNED: JJJ DATE: 11/10/03 FILE'. NAME: HORIZ. 1 " =20' ,�a 22 Kent WA 98031 DRAWNt DBA SCALE: QVAL 1 DJ Phone No.: (2M) 850-0934, SCALE: 1"=20' FIELD BOOK: PAGE: /J VERT. 1 " =5' 1 CHECKED: JJJ NO. REVISION BY APPR. DATE ExPIRES: 3-1-04 . Fm No.: (253) 850 -0155 pp APPROVED u,aEC oa or ueuc .ioakz SHEET: 10 OF 1y! Z SCANNE® MAR 2 8 2000 L J- G/aa a FR �j k I i i S z� tl N q C b Nz 1 �m >" N ti �y J zr N 'J N