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Home My WebLink AboutS-037407m� FRR'MEfUII.D co vElz, s�E SPECIE' /Ci9T /O/VS 24" _ yDrJUS'/7NG 1P /NGS OR BLOCKS 195 REt�UIRED 4 "M/N- Iz "MAX ' PRECRST :� HOf)PTOR V/9/_vlE COLLfIR CHf�/1/IBE2 •'.•.� B,•P /PE °::. CONE • °•'• RUBBER•` �,a:. a;.� • .l, • ,� •' a .•� 48" 'POURED /N PlRfE BRsE E"A`TRA S"LLOW MANHOLE-TYPE B NT5 (CITY OF RENTON STfiND�R.D� E. RUOL0F7,= I NO. I D 9 ,t 24.. N Q y t` c J SYM MJxMJXIv1J 5TA TO STfi 71 93.2 TO 5-rA 7- 1.93,2 STA II-t83 r •ADU5TMEMT 4'MIN. /s/E 27•t17 COURT to CUT IN HALF .•� CONE M02TAR JOINTS I.E. — SEE FINISH a?ADE- PROFILE 1-I YOF05EED I °: STEPS -5/4'DEFORMED DAR MANHOLE Jil 5PEP5 SUALL BE INCLUDED WALL J I TOPSOIL- toll COMPACTED II u di 'D 1 DEPTH, OMIT UNDEP. PVMT DUCTILE IRON 90° BEND N DE i ECTO{2 TAPE CSEE SPEC C lll�Il- -II IMPORTED CKLiSHEZ> POCK- SACKI �) /_ J ILL '•.��: p CONCRETE 13ACKPILL -CLASS C •1 '�r•'�Y.••�.w.1' r'•I. 4 DEI ECTOP- TP.PE (SEE SPEC N NOTE: PIPE ZONE MATL W O Ll CONCKETE. -PPE BASE MATL � � 0 v. MATL- IF DIRECTED SY II Bill -1 1 °111_ =1111 ENG]NEEiz TJ- JICKNESS AS DIizGC_CTED _ FOUNDATION STABILIZATION I3Y ENG -INE6R WIDTH MATL- IF DIRECTED SY OD +3�;' INSIbE It1Btu -t11 °_ �ITi ENGJA1Ei.E12 TI- FICKNE9S AS DIRECTED M'N T{zENCH NOTE: TRENCH SIDE LINES SHOW MINIMUM -P•KEN.CH 3Y ENGINEER WJD T 11 0D+3v, 10.1SIDE. NATIVE BACKFILL TYPICAL. TRENCAI SHEETING NOTE: TRENCH SIDE LINES SHOW MINIMUM TRENCH WIDTH. CONTRACTOR SHALL Se P- ESPONSIBLE FOR SELECTING SAFE EXCAVATION SLOPES, IMPORTED BACKFILL TYPICAL TRENCf I SECTION /SITS R (I ®.d l �,,a•Q � .,� LOFF �J RLING FAPVD SSf�Iq�► E�+ LOFF E. RUOL0F7,= I NO. I D 9 ,t 24.. N Q y t` c J . 4 DUCTILE 11zON TEE MJxMJXIv1J - FRAME ANTS COVER _,FIN15H GRADE - SEE SPECIFICATIONS •ADU5TMEMT 4'MIN. PLUG, M.J. WITH , GASKET, BOTH i CUT IN HALF .•� CONE M02TAR JOINTS I.E. — SEE PROFILE PRECAST 5EC710M °: STEPS -5/4'DEFORMED DAR MANHOLE 5PEP5 SUALL BE INCLUDED WALL ' 4 co r MAX. PIPE 51ZE -ZI" I.D. ' LADDER -STD. ALUMIKUM OR CaALV�W IZED STEEL . CONCRETE 5"IELF MOMAR FILLET- :. r EcAST eASE one ioLl oR cAS Im PLACF &JI �T. }- -ed M Im. STANDARD MANHOLE A/ TS (CITY OF REN7'O1\,1 S7,9/V,01`1Rt�) ////FRAME AND COVETZ SEE SPECIFICATION 4.1 ... • :,..,� A' °MIN.- IZ''MAX. :,. Z4r Q VA21A� 2'TO 51 _00 I. tTEF5 TO P>E W ",V DEFORWED 5AR GALVMrZED 56 MY 5TEF5 CR e6ML 2 5MF5 ARE TO 6E IM PLACE Effrc� MLI SECTION5 3. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 4. OPENING SHOULD BE ON DOWNSTREAM SIDE SHALLOW MANHOLE- TYPE A NTS (CITY OF RE1VT-ON 57,,qNDARD) 5 MECH. JOINT DUCTILE IRON PIPE TO UNDISTURBED SOIL / - SEWER LINE SMOOTH STEEL CASING PIPE, SIZE AS SPECIFIEt> FILL WITH SAND CARRIER PIPE STAINLESS STEEL SAND 4" DIMENSION PRE68UIzE. TREATED WOOD SUPPORI -S SHAPED ro FIT, THI;OUGHOUT ENTII~E LENGTH OFCASING.SAND SF-CUKELY TO PIPE_ NOTCH SKID SO THAT SAND AND CASINGS HAVE 1/Z" CL>; (TYP) TYPICAL FLEXIBLE CASING A/73. RECORD DRAWINGS Revisions Drawn by C.S.HOWEZ.L Date THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT RESPONSIBLE FOR ANY ERRORS OR �, JJG% OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE f'/f LE CORD �DRAWINGS. 4 ,i 1 0 I TQENCH rop WIDTH 12" MIN 1 r11 � n101 1 I Q�T 4VEMENT A :XIST'ING 3AS E COMPACTED IMPORTED ' TRENCH - J &ACi--FlLL_ - NOTES i I. MATCH EXI57-ING PAVEMENT THICKNESS PLUS I "- 3 "MINIMUM. Z EXISTING PAVEMENT TO SE CUT VERTICAL THE ENTIRE PAVEMENT THICKNESS. 3. APPLY TACK COAT TO ALL 15U2FACES. ASPUA LT CONCRETE FATCH N.TS " _,FIN15H GRADE - , HYp205EE0 i 11i�l'p -- DUCTILE IRON PIPE CLASS 50 CET -1ENT LINED, LENGTH TO RT- °: NATIVE BACKFILL U COMIPACTED &IFORTED �• ERUSHE.D IeOCK di 'D o �, I DUCTILE IRON 90° BEND N DE i ECTO{2 TAPE CSEE SPEC C c MJ x PE PIPE ZONE MATL - W J PIPE BASE MATL '•.��: p CONCRETE 13ACKPILL -CLASS C •1 '�r•'�Y.••�.w.1' r'•I. 4 o_•o(' NOTE: DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER. BACKFILL DROP PIPING WITH CONCKETE. DROP STRUCTURE NTS SMOOTH STEEL CASING PIPE, SIZE AS SPECIFIEt> FILL WITH SAND CARRIER PIPE STAINLESS STEEL SAND 4" DIMENSION PRE68UIzE. TREATED WOOD SUPPORI -S SHAPED ro FIT, THI;OUGHOUT ENTII~E LENGTH OFCASING.SAND SF-CUKELY TO PIPE_ NOTCH SKID SO THAT SAND AND CASINGS HAVE 1/Z" CL>; (TYP) TYPICAL FLEXIBLE CASING A/73. RECORD DRAWINGS Revisions Drawn by C.S.HOWEZ.L Date THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT RESPONSIBLE FOR ANY ERRORS OR �, JJG% OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE f'/f LE CORD �DRAWINGS. 4 ,i 1 0 I TQENCH rop WIDTH 12" MIN 1 r11 � n101 1 I Q�T 4VEMENT A :XIST'ING 3AS E COMPACTED IMPORTED ' TRENCH - J &ACi--FlLL_ - NOTES i I. MATCH EXI57-ING PAVEMENT THICKNESS PLUS I "- 3 "MINIMUM. Z EXISTING PAVEMENT TO SE CUT VERTICAL THE ENTIRE PAVEMENT THICKNESS. 3. APPLY TACK COAT TO ALL 15U2FACES. ASPUA LT CONCRETE FATCH N.TS " _,FIN15H GRADE - HYp205EE0 i 11i�l'p -- 11_ NATIVE SACKFILL 111 II NATIVE BACKFILL U COMIPACTED &IFORTED ERUSHE.D IeOCK N DE i ECTO{2 TAPE CSEE SPEC C N PIPE ZONE MATL - W PIPE BASE MATL Q 4 - FOUNDATION STABJUZATIOM - MATL- IF DIRECTED SY II Bill -1 1 °111_ =1111 ENG]NEEiz TJ- JICKNESS AS DIizGC_CTED MIN T�ENC}{ I3Y ENG -INE6R WIDTH OD +3�;' INSIbE ' SHEETING NOTE: TRENCH SIDE LINES SHOW MINIMUM -P•KEN.CH WIDTH. CONTRACTOR SHALL SEE RESPOKISIBLE FOR SELECTINIa SAFE EXCAVATION SLOPES. NATIVE BACKFILL TYPICAL. TRENCAI SECTION IV7--S D