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HomeMy WebLinkAboutS-071910TOP 0,A r TEMPOR4RY CUT 51- TO 8f /O' M/N. FROM EDGE OF PAl/ENlE/VT. t LAIlf MASH. BL vD. NOT TO f)(CfED 42"M TOE Of TEMP. JZO)lE L �Y /TH /N THE L /MMS fX /SST /NG I SHOl1//V, T//E CONTRAC- 22M 61POUND JR,4LL RRO!//DE S(/CAl I ESL ORES OR SUPPORTS AS ARE NCCESSAeK 8 - I DZJR/NG CONST1eUCT/O/V_ I , MAx. TEMP CvT L/rvr J / 2,M� -- - - -- -- /��i ` -- - - 4 TFMR. CUTS T17 BE �PESTO�PEQ TO E,4CV SIDES CL OSU,RE APPROX IMATE DrP /G //VqL CeAOE ' APIOROX. E` P /PE CAST SECT 41105 O,UL Y `Y/ CL ASS r64 SPCRs ea 15 SECT. BACffi� /L /. l�f,PT /�,QL Tf'F/t/C�y O ¢//05 O,ULY TYPICAL TEMPORARY CUT SECTION NO SCALE A417_ 0EA'rEb o. F P /LE PILES BUTTED .4'T SPL /CE /0 -/2" m X %' m4LL STL. P /PE' SPLICE 4�4" OR /FT P11-1 ,vFwAlED AT BOTH EA/DS, rvol"L 2Z-Z24 0 or %4'w WILL STL, PIPE I ES .45 SA/O` A-1 3 =8 Slits R =4 —/;14 NZ N I Z / 2011 43 LOualr comsT . ✓ow r �oe 0 0 . '�2" cEM'EA/ro�t/E RUBBER - -- 2 A. \Y I 4 •' , K"*A 105 AT MA.N HO L E S rlr4lS 1OA1 RODS COV57 -RUCT WA ERE 51.10 VA/ -� h i 105 I I I i tl �-• ,6 0 .06 12'-0 PIPE L EV6 T!-/ PLAN NO SCALE Q '4 , 1, 4 o° n All A.4 ON v 314 " MIA1115 CRUSHED 00 6,2! /'_9 ROCK 3.4SE COURSE 12- 7 SECTION la 5 05 105 SCALE /2 =1 -0 CAST /)Y 40 SECT / O JYS DRY =A CKED - - -- "_W / TN f'MBECO 4S/0 , ,e -a I I 0 0 I �I CEMEVrOXIE I I DETA /L .4111.5 RUBBER I� II AT MA NHOL ES O/YL y ,�oucir. cnusrR � � ; i ✓o /u r I II W SrM I I RIC COLLAR no /e?' O/C I e- 5/B" io MPEADED RODS STD. TUR�L/BUCKL E — 06 2206 6 L-li A-AAI 2 Stirs OF iB'' "'*5 6R4PA1 1TE /MPR. ASBESTOS SHEETS C o -; 15 srmmlps —� 3 *9 )(4'-10 ST /RROP SPACIVGS _ L �N CAST 1A1 PL.4CE ofw GRA1/EL C041CRETE COL L .4R d, - , _ • RCP A A AC SECTION 105 Q N L y. �, _ � .. , ... y h SCALE: 11/2.. = 10-0 PILE SPLICE 8t TIP DETAIL 1w 9 6"PVc W,4rER STOP — yVOrE: S C A L E 1/2 "= I' - 0 FOR Co,UST/7UC 4 T/D,U 1 0 5 1 0 5 ,U0 TES SEE DWG. G 4 TYPICAL SECTION AT CAST IN PLACE PIPE SCALE: 1/ "= I' -0 D METROPOLITAN ENGINEERS DESIGNED MUNICIPALITY OF METROPOLITAN SE TTLEv %%GC�'QuK DRAWNOA.-H BROWN AND CALDWELL CAREY AND KRAMER CALF HILL AND INGMAN SUBMITTED RECOMMEfVDED� t��� APPROVED '/c APPROVED S� APPROV CHECKED EDG R W BECK AND ASSOCIATES Design Engineer - Metropoliton Engineer, Proect AS SHOWN Engineer - Melropol� ton Engineers Chief Engineer -Me apolitan Engineers For Metropolitan Engineers For anicil)nlity of Metropoliton _�rpttlF AS CONSTRUIC DATE JULY 69 1964 FILE 8202 -A I RENTON DATE FEB, 1962 1 SYSTEM SECTION 1 05 TYPICAL 2 PILE BENT SCALE: 1/2"= I' -0 7'rusIOU RRO,D COQ( smucr WMERE SPOWAI 2 - %, 6 24"r//RE40ED RODS Wr. PILE r0 BE PULLED ,4F TER BACKF /L L i P/L E t0 BE UL L ED AFTER 4C!(F /LL l�J @2 /' /U P )i 4Stic'yi Z ss/ STERN CAST IN P LAC F SADDLE: ° SECTION I �cQLo � 0 5 of WASti F o s C a L E I/2 =1 0 104606 °F FCIS T ss /ANAL SCHEDULE I DRAWING NUMBER EASTSIDE INTERCEPTOR- SECTION 2 6105 SECTIONS & PILE PIPE SUPPORT SHEET NUMBER 10 OF _22_-_ I SrM I I RIC COLLAR no /e?' O/C I e- 5/B" io MPEADED RODS STD. TUR�L/BUCKL E — 06 2206 6 L-li A-AAI 2 Stirs OF iB'' "'*5 6R4PA1 1TE /MPR. ASBESTOS SHEETS C o -; 15 srmmlps —� 3 *9 )(4'-10 ST /RROP SPACIVGS _ L �N CAST 1A1 PL.4CE ofw GRA1/EL C041CRETE COL L .4R d, - , _ • RCP A A AC SECTION 105 Q N L y. �, _ � .. , ... y h SCALE: 11/2.. = 10-0 PILE SPLICE 8t TIP DETAIL 1w 9 6"PVc W,4rER STOP — yVOrE: S C A L E 1/2 "= I' - 0 FOR Co,UST/7UC 4 T/D,U 1 0 5 1 0 5 ,U0 TES SEE DWG. G 4 TYPICAL SECTION AT CAST IN PLACE PIPE SCALE: 1/ "= I' -0 D METROPOLITAN ENGINEERS DESIGNED MUNICIPALITY OF METROPOLITAN SE TTLEv %%GC�'QuK DRAWNOA.-H BROWN AND CALDWELL CAREY AND KRAMER CALF HILL AND INGMAN SUBMITTED RECOMMEfVDED� t��� APPROVED '/c APPROVED S� APPROV CHECKED EDG R W BECK AND ASSOCIATES Design Engineer - Metropoliton Engineer, Proect AS SHOWN Engineer - Melropol� ton Engineers Chief Engineer -Me apolitan Engineers For Metropolitan Engineers For anicil)nlity of Metropoliton _�rpttlF AS CONSTRUIC DATE JULY 69 1964 FILE 8202 -A I RENTON DATE FEB, 1962 1 SYSTEM SECTION 1 05 TYPICAL 2 PILE BENT SCALE: 1/2"= I' -0 7'rusIOU RRO,D COQ( smucr WMERE SPOWAI 2 - %, 6 24"r//RE40ED RODS Wr. PILE r0 BE PULLED ,4F TER BACKF /L L i P/L E t0 BE UL L ED AFTER 4C!(F /LL l�J @2 /' /U P )i 4Stic'yi Z ss/ STERN CAST IN P LAC F SADDLE: ° SECTION I �cQLo � 0 5 of WASti F o s C a L E I/2 =1 0 104606 °F FCIS T ss /ANAL SCHEDULE I DRAWING NUMBER EASTSIDE INTERCEPTOR- SECTION 2 6105 SECTIONS & PILE PIPE SUPPORT SHEET NUMBER 10 OF _22_-_