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Home My WebLink AboutS-22260D3 2 1 i .. - - r v n S - 16 8 16 s BOEING COMPANY O SEWER WTIH NEW PIPES -- ._� -_^. -. AND FITTINGS S V1! � N65080.11 3S � E53993 -19 ` CM RECONNECT EXISTING WATERLINE ITH NEW. PIPES S AND XIST. 72 CMP CENtR --OF SYMMETRY O \\ \\ \\ (4) FOR SPRINGBQOOK CROSSING Q MH �OAKESDALE AVE o STRUCTURE AT -PIPE '�— r - LINE AS REQUIRED -' �\ \, \� 1 STA. M84 +00.14 � -} � Q RECONNECT EXISTING GAS _ `\ ASED MONUMENT CP 6_); •� - — SD JACKING PIT \ \\ \\ \\ rt n Ftt�4.37'F - - + TIGHT SHEET \ \ - \' I `� E 54003.9325 - - ct ,% SD CO O RECONNECT EXISTING PILE (TYP.) \• \ \� !� STA. 6184 +34.58 SSlMH - - _ - p O C SANITARY SEWER LINE WITH \ \ - ELEV_ 117.49 , Gl _ p.` �i NEW PIPES AND FITTINGS (TOP OF CASING) STA 84 +93.9°+ TO �A_ 86 +61 —55 CB Lr CONTRACTOR TO REBUILD C- SS MH \ \\ \ !\ \\ /` ISLAND TO EXISTING OR BETTER 16 2 S 4 +00 1O M85 +00 CONDITION SEE DETAIL - LL, Z •,� ' \ \. — _ __ APPROX. LIMITS OF - OA: EXCAVATION TYP. 70 RESET EXISTING MONUMENT ( ) AFTER CONSTRUCTION s� :1 •r — W t o- Z „ ti O 1 72' SE - N _. - - ! \\ \ \ 2- -OTECT - APPROX LIMITS OF U V 13 RECONNECT EXIST. POWER .. CA13LE JACKING PITTA 72" c CB - EXCAVATION (TYP) \. AND ALLrIAPPUTENC�LE rush - 72 SEWER - E E 1 T. I. �\ ._ - - 16 2 ^,. ^r..- .,- ..- ..r,r... UG o t , 4 AS REQUIRE OX. \` \ ` Brush -�� - QSTA. M84 +25 TO M93+ \\ NE 1 /4 SEC.36 T23N R4E - -- - `�-" --- _ , s PLUG AND AEANDON EXIST_ ' g ' o, SS LINE. PLUG TO BE OF DEMSE TREES , STERNCO LAND CO. — — — _ 1000 PSI CONCRFIE, \ COMPLETELY TILLING \ END TIGHT SHEET ABANDONDED LINE FOR A ST 6 1 \ WETI -AN PILE STA M86 +50 1/16 SECTION LINE 20 0 20 40 60 ` ^. MINIMUM OF 2 LINEAL FEET >- v _ iSTiNG \ N _ 0 SPRINGBROOK CRK 0. PLAN SCALE IN FEET TS SCAlf 1 ° =20' 1 - -20 130 130 a G I o Z 125 Z� I z °'� I [[ i ( z 125 - �� - C� OF pEI.INE- l F i rn 03 <+ o { mini iV ° a ZvFi w �_ - - - - - /- ,-CEN�LINEI OF ROAD - F = a 120 PR POSED o v [ E ! z s ir3 120 CU VERTS - z z 1 W C ( OTH w } tA OD 115 — — — --71 T15 oo + N6. + co j E V� / \ \ 110 z �Z i inz 1 I i U i 110 J I 11 11 11 11 I I I I i f E T IN V1 05 V II\ / I I I !ff I i 44 I I I 4 I 11 x U 105 II f I 1 ilk 4 I. 1 ill � OZ 100 I I I 4 I i I 100 o 0 108' �. 4$% T t f CON CT EWER 8° 4 SANI SEWER O NEW ! _ 99.20 z 95 INV. 98.88 1 I - INV: 98.2 - - - - f + MANN LE WfiH D P 1.7 II 95 —P 1 O8 SS 0 0.04 o b .. 4 . SS 0.048 ;` SCALES i OIZZ_ 1 °= 0' Q INV. 99.185E62T. ¢ Z -A . r 90 83 +00 84 +00 85 +00 86 +00 ► 88 +00 32365 LENGMEN JACWff FROM 58' TO 76' TO ACCOYOOKM WNF /20/95 -. - ELEVATION O Q,OR t00 - : ' EOUALS YEA(! SEA LEVEE,1929 _. - ®�• • ^'o�•`•Y� +v°�r wVa"ia P�ARCN 1�5 - U SC& GS(ADA)SiED 1947} - - &T. - ! Fu1uRE ADDITIOWIL cULVERrs (B+' oTNERS) TER cln of RENfON it -3 -94 .• See onginal foe copses for Garry Struthers Associates, Inc. DRAWN_ CHECKED: SCALE: FIL NO: 2' SHOW SHEET PILE AWAY FORAi EXIST.. CULVERT PER an oF. RENTON 11 -3-90 wrtr /z0 /95 Q - submittal an approval - SOUTH INTERCEPTOR - PARALLEL A p JHN G.T./B.T. HM7-1' -20' PHASE II As caHSTRticTED we /9/ae 295 / , ,, ' si natar ©Tessa Ir ea[ ineer's �� A(�i 14N ® PROFILE (i1 '. 2955 80th Avenue SE 9 9. RECOP�Y� D: vERT t'sS• DRAWING N0: O P CONTRACT NO 11 nAercer tsiand WA. w/t� 29 -9s STA 83 +00 TO .STA $8 +50 SHEET NO: 10F REVISION 8Y DATE LA -2' -222 16 3? ii g C 0 E F C y L old T u i t I L 24X O 1 5 v a 3-37 �\ t \- '� ! U UTiLtT1f L TiON3 N COUNTY C 7-800- 424 -Sb5 BEF RE DIGGING. UTILITY /(r` \ `��'�Q� �G! R M H U RELOCATIONS NOTES: - - - K = 55.00 r 111 CB = 86_°1. E53936.97 A 111i0lIID UTILITY LOCATIONS ARE N N 64716.72 ,6 8 1 CONNECT S 107.26' G = 90 24'0 ,+,, �. r ` I°v1 __L_ /,' CB Ld STRUCTURE' V Afppp�jE TOR SHE- E E 53987 10 O 1 C —� \ SEPARAT R PO.rkin } 2 2 RECONNECT EXISTING STORM ii g C 0 E F C y L old T u i t I L 24X O 1 5 v a 3-37