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Home My WebLink AboutS-279902d ` Q 03 ay ;A �ON N o w'7 3 `dm a a S 9 `i a° O N �T. Z C) C) 3`;E � a o _ 7,w e�i nws f % 1+1 00 vE 'E �E HIV C n �! 0 0 C O N a� o IT NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. MORTP FILLET 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NE 1/4 SEC. 2 4, T W P. 2 3 N, R G E. 4 E, W. M. WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 3/4" SQUARES SPACED - 3/4" 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK AS INDICATED - HT. 1/8" ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 13p0 1/2" pOpop —r 12 "0 CITY OF RENTON SSMH VERIFY 1 FIBER ELEVATIONS PRIOR TO CONSTRUCTION PACKII EXIST. TOP ELEV. =13.91 RAISE-1/2" WIDE BORDER MANHOLE FRAME AND COVER mj ADJUSTMENT (4" MIN.) _- CONE EXISTING 48 "0 SSMH RUBBER GASKETED JOINTS #4324016 n Pte` IE =9.8t STEPS - 3/4" DEFORMED BAR I �I�I O a CONCRETE RISER BY PIPE INC., \ EXISTING LADDER U ANCHOR BOLT, TYP.v !"! 0-) ow o Z J Q U� I I I D J 0 Y Li I O _10 n (/) J o 7__ Q Qw F- W I Q3: C/-) r-) 1 Z� C/-) C� d < Q O 3: (/7 L I L1J LLJ cn LLJ O 0 D_ n, Z w_ Q Y Q d f= w z Ld a O:�E C/') N Q w fy d ` Q 03 ay ;A �ON N o w'7 3 `dm a a S 9 `i a° O N �T. Z C) C) 3`;E � a o _ 7,w e�i nws f % 1+1 00 vE 'E �E HIV C n �! 0 0 C O N a� o IT NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. MORTP FILLET 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NE 1/4 SEC. 2 4, T W P. 2 3 N, R G E. 4 E, W. M. WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 3/4" SQUARES SPACED - 3/4" 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK AS INDICATED - HT. 1/8" ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 13p0 1/2" pOpop —r 12 "0 CITY OF RENTON SSMH VERIFY 1 FIBER ELEVATIONS PRIOR TO CONSTRUCTION PACKII EXIST. TOP ELEV. =13.91 RAISE-1/2" WIDE BORDER MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) _- CONE EXISTING 48 "0 SSMH RUBBER GASKETED JOINTS #4324016 IN ACCORDANCE WITH ASTM C -443 CONNECT AT 4" MIN. IE =9.8t STEPS - 3/4" DEFORMED BAR I �I�I STEPS SHALL BE INCLUDED NEW B" PVC PIPE CONCRETE RISER BY PIPE INC., \ EXISTING LADDER OR APPROVED EQUAL. STAINLESS STEEL ANCHOR BOLT, TYP.v !"! MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL �— EX. IL IN (E) 2.12 CONCRETE SHELF 3/8" BOLT GALVANIZE ENTIRE STRAPPING APPARATUS a S IE IN ( . 2.02 (12 ") PRECAST BASE SECTION EX _ ) OR CAST IN SHELF. NOTE: \ RECHANNEL EXISTING MH TO ACCEPT NEW INSIDE DROP SANITARY MANHOLE TYPICAL DETAIL EXISTING SSMH #4324016 OW, ADOPTED SANITARY MANHOLE INTERNAL SANITARY MANHOLE TYPICAL DETAIL CITY OF RENTON NOT TO SCALE STANDARD PLANS DROP CONNECTION LST DATE: 12/96 NOT TO SCALE 10 7 6 EDITED TE %T DCV AG 3/8/95 ADDED NOTE, E01T 7E%T DCV I AG DATE REVISION I BY APPR D DWG. NAME: BR28 SP PAGE: B071 VERT. GRAPHIC SCALE 2.5 q 2;5 5 10 1 INCH = 5 FT. 2s 4 RZ. GRAPHIC o SCALE too N y"I O 1 INCH =50 FT. 7G F x V1 ^) U 2 1 W z x O W O fOn Uj YN U 0 ^Oz ZEE 00W n UjWW +N>O�VO Np+O O O maw ¢�X o °¢ W ¢OR (Wi1 11118 CS v�i vl"iW ii I 2 Q w -� o � I I I 2 I I X z I W O I 0 o z w U w I Ln w O ® w DATUM ELEV o NOTE: 0 +00 RECHANNEL EXISTING MH TO ACCEPT NEW INSIDE DROP T � —J N a h I � _ — I a m U a N e. W 00 W -cc 0 0010 00 . _ O � D n p � FINISH GRADE PR OP D T I �I O n MI OU N / ELEVATIONS OF EXISTING SANITARY SEWER AND PROPOSED CONNECTIONS PRIOR TO Cu w N O � � r m N O .I � n C T O uW m W W � ' i wU U Vf,000 00 __1 0 O .� .¢ x 0 ^ 0 x W � l - z°� o (i,) � v�ww�rL m w (, a 15 10 z J m ° h W f I I I I �I�I _II I I UIIIIII I I I I I I I 1 1 f I I I I �I�I _II I I UIIIIII I I I I I I I 1 1 1+00 2 +00 SANITARY SEWER PROFILE #1 SCALE AS NOTED ABOVE 5 3 +00 4 +00 z 0 O 0 a � x om Of GO O GO X pj0 � WZ�V^1 30WQ 2 �O 3 WO O 10 a) O o0U 000¢ O �� +�0oo O ,t d, II000 "ca ¢.�00 II \� En � !!_11 W I¢- O I O II W V'_r I p-- � a Il II (nz?i -W Cn (n 10 f= (nhWW I I 15 i _ SPJC I "I IE =13.5 5, 5.0 IE =10.4 10� - -I OV Ln ' I 5 — ' DATUM ELEV 0.0 0 +00 1 +00 SANITARY SEWER PROFILE #2 SCALE AS NOTED ABOVE 1 w h= -1 15" CAST IRON RING AND COVER NOTE- IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 10/17/96 Add d "otm IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING DATE AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 6R36. B." 4.50' II 1.44'1.31' _t 1't1.00' 45' (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 3/4" PLUG TO BE SEALED — IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT ADOPTED UC CrrY OF RENTON ♦ !7iP STANDARD PLANS IST DATE: 12/96 D- AG REVISION BY A PPR D DWG. NAME: BW18B SP PAGE: B076 1 4.50' I 1.50' V-1 — \ — — ! I PLAN -BASE B*J TRAFFIC RATED PLAN - COVER PLATE2COVER DIAMOND PLATE INSPECTION COVERS TRAFFIC RATED TRAFFIC RATED INSPECTION COVERS ACCESS DOOR d T o .5' 2.25' 0.75' CHAMBER - OIL/WATER SEPERATION CHAMBER INLET d OIL RETAINER / OUTLET I BAFFLE B" 9 HOLE (TYP. EA. END) FOR FLOW DIFFUSER INLET /OUTLET 1 J BAFFLE \ 4.50' 4.19' GALVANIZED STEEL PLATE SAP LINGN & 3.44' BAFFLES & WIER SAMPLING TEE (BY OTHERS) GRIT /SLUDGE RETAINING WE .Zy LE, C Why' 0.34' .. .� 333190 1.44' • •1.31' 1' 1.00' I I G' oN„�� t- 3.00' E%PIRES 05 -07- Lppl 4.so' I I 7 t5 99 SECTION B -B SECTION A -A American Engineers • Planners • Surveyors OIL WATER SEPARATOR DETAIL E ngineering Redmo d, WA 980 "s2 Corporation UTILITY VAULT 660 -SA (OR EQUAL) _ _ NOT TO SCALE PHONE (425) 881 -7430 Fax (425) 881 -7731 - CID; S_ 2 ? yYoo SCANNED ?CT - B 1999 RVOLL #160 5 4 1 . I I 15 i _ SPJC I "I IE =13.5 5, 5.0 IE =10.4 10� - -I OV Ln ' I 5 — ' DATUM ELEV 0.0 0 +00 1 +00 SANITARY SEWER PROFILE #2 SCALE AS NOTED ABOVE 1 w h= -1 15" CAST IRON RING AND COVER NOTE- IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 10/17/96 Add d "otm IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING DATE AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 6R36. B." 4.50' II 1.44'1.31' _t 1't1.00' 45' (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 3/4" PLUG TO BE SEALED — IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT ADOPTED UC CrrY OF RENTON ♦ !7iP STANDARD PLANS IST DATE: 12/96 D- AG REVISION BY A PPR D DWG. NAME: BW18B SP PAGE: B076 1 4.50' I 1.50' V-1 — \ — — ! I PLAN -BASE B*J TRAFFIC RATED PLAN - COVER PLATE2COVER DIAMOND PLATE INSPECTION COVERS TRAFFIC RATED TRAFFIC RATED INSPECTION COVERS ACCESS DOOR d T o .5' 2.25' 0.75' CHAMBER - OIL/WATER SEPERATION CHAMBER INLET d OIL RETAINER / OUTLET I BAFFLE B" 9 HOLE (TYP. EA. END) FOR FLOW DIFFUSER INLET /OUTLET 1 J BAFFLE \ 4.50' 4.19' GALVANIZED STEEL PLATE SAP LINGN & 3.44' BAFFLES & WIER SAMPLING TEE (BY OTHERS) GRIT /SLUDGE RETAINING WE .Zy LE, C Why' 0.34' .. .� 333190 1.44' • •1.31' 1' 1.00' I I G' oN„�� t- 3.00' E%PIRES 05 -07- Lppl 4.so' I I 7 t5 99 SECTION B -B SECTION A -A American Engineers • Planners • Surveyors OIL WATER SEPARATOR DETAIL E ngineering Redmo d, WA 980 "s2 Corporation UTILITY VAULT 660 -SA (OR EQUAL) _ _ NOT TO SCALE PHONE (425) 881 -7430 Fax (425) 881 -7731 - CID; S_ 2 ? yYoo SCANNED ?CT - B 1999 RVOLL #160 5 4 1 . 0 +00 1 +00 SANITARY SEWER PROFILE #2 SCALE AS NOTED ABOVE 1 w h= -1 15" CAST IRON RING AND COVER NOTE- IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 10/17/96 Add d "otm IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING DATE AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 6R36. B." 4.50' II 1.44'1.31' _t 1't1.00' 45' (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 3/4" PLUG TO BE SEALED — IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT ADOPTED UC CrrY OF RENTON ♦ !7iP STANDARD PLANS IST DATE: 12/96 D- AG REVISION BY A PPR D DWG. NAME: BW18B SP PAGE: B076 1 4.50' I 1.50' V-1 — \ — — ! I PLAN -BASE B*J TRAFFIC RATED PLAN - COVER PLATE2COVER DIAMOND PLATE INSPECTION COVERS TRAFFIC RATED TRAFFIC RATED INSPECTION COVERS ACCESS DOOR d T o .5' 2.25' 0.75' CHAMBER - OIL/WATER SEPERATION CHAMBER INLET d OIL RETAINER / OUTLET I BAFFLE B" 9 HOLE (TYP. EA. END) FOR FLOW DIFFUSER INLET /OUTLET 1 J BAFFLE \ 4.50' 4.19' GALVANIZED STEEL PLATE SAP LINGN & 3.44' BAFFLES & WIER SAMPLING TEE (BY OTHERS) GRIT /SLUDGE RETAINING WE .Zy LE, C Why' 0.34' .. .� 333190 1.44' • •1.31' 1' 1.00' I I G' oN„�� t- 3.00' E%PIRES 05 -07- Lppl 4.so' I I 7 t5 99 SECTION B -B SECTION A -A American Engineers • Planners • Surveyors OIL WATER SEPARATOR DETAIL E ngineering Redmo d, WA 980 "s2 Corporation UTILITY VAULT 660 -SA (OR EQUAL) _ _ NOT TO SCALE PHONE (425) 881 -7430 Fax (425) 881 -7731 - CID; S_ 2 ? yYoo SCANNED ?CT - B 1999 RVOLL #160 5 4 1 .