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HomeMy WebLinkAboutzS-2799SetN I r/ l �3 z 1 W¢m a m m 0II Q �w z 0 � Q J 0 O © W Q 3: (% 1 Q Q 0 0_ W O __ C/-) F= I In W 0 00-- Q Z W_ Q EL Q W W U-) O N Q W � 0_ (b GRAPHIC SCALE 2s o 25 50 100 1 INCH =50 FT. CONNECT TO EXISTING SSMH #4324016 RENTON (S -323) CONNECT W /INTERNAL DROP SEE SHEET 10 FOR DETAIL FIELD VERIFY DEPTH ANDLOCATION 20 LF 8" SSPVC S =1.16% PROTECT EXIST. SSMH - DURING CONSTRUCTION 25 LF 8" SSPVC S =1.16% SSMH #1 48 "0 RIM =17.7 E =10.40 6" E) E =10.40 8" S) IE =10.30 8" N) 1 SSCO #2 8" SSPVC WYE W /CLEANOUT IE =10.01 SANITARY SEWER STRUCTURE NOTES STRUCTURE DESCRIPTION NOTES RIM INV OUT NOTES OWS #1 UTILITY VAULT 660 -SA (OR EQUAL) VEHICLE LOAD ACCESS HATCHES 18.4 16.15 (6) CONNECT TO SANITARY SEWER 0 W #2 UTILITY VAULT 660 -SA (OR EQUAL) VEHICLE LOAD ACCESS HATCHES 177 15.3 (4) CONNECT TO SANITARY SEWER SSMH #1 48 "0 17.7 10.30 KITH OUTSIDE DROP CONNECTION FROM EAST SSMH #2 54 "0 SHALLOW 17.0 12.2 (8" SSPVC NORTH) SOV #1 6" SHUT OFF 1B.4 16.4 WITH TRAFFIC RATED ACCESS BW /OCD #1 NDS 675 (OR APPROVED EQUAL) FLAP VALVE PER KCDNR (METRO) 18.2 14.4 WITH TRAFFIC RATED ACCESS SO #2 4" SHUT OFF VALVE 17.5 15.0 WITH TRAFFIC RATED ACCESS CB #tA TYPE 1 -P 17.5 15.5 COLLECTS FLOW FROM PUMP ISLAND COLLECTION TRENCH SSCO #1 6 "0 17.6 14.2 WITH TRAFFIC RATED ACCESS SSCO #2 8 "0 17.7 10.01 WITH TRAFFIC RATED ACCESS BW /OCD #2 NDS 675 (OR APPROVED EQUAL) FLAP VALVE PER KCDNR (METRO) 178 1240 W!TH TRAFFIC RATED ACCESS Z \ BW /OCD #1 O Q o�E \ 6' BACKWATER /ODOR CONTROL VALVE �c NDS 675 (OR APPROVED EQUAL) 6" SHUT OFF VALVE / 7 -4 u - ASTM 1785 (TO BE USED AS CLEAN OUT) I I Dui \ VALVE INVERT ELEV. = 14.4 OWS #1 W a'a INSTALL IN TRAFFIC RATED VALVE BOX UTILITY VAULT 660--SA (OR EQUAL) i I - J EASEMENT 40 LF 6" SSPVC CONNECT GARAGE FLOOR DRAIN I 2 'WIDE ACC S - E E \ \ S =4.3% TO OIL /WATER SEPERATOR I I F R BENEFIT 0 PARCEL A - v_ I SEE SANITARY SEWER STRUCTURE R C. NO. 860228 I g.�O. a m' E \ NOTES FOR ELEVATIONS. as SSCO #2 - \ �+ \ 8„ SSPVC WYE - C� W /CLEANOUT g \ IE =10.01 - \ - ---�- ACCESS Q' r CONNECT TO EXISTING N �_N a #4324016 RENTON (S -323) - 4 �RANSM\SSt301269 01 o \ CONNECT W /INTERNAL DROP & p0\NE' F. N0. - �� \ RECHANNEL TO ACCEPT NEW INSIDE DROP P EAASEMENj O ! - -- tJ1 SEE SHEET 10 FOR DETAIL 1 - - - -- I k \ FIELD VERIFY DEPTH & LOCATION 9i \ INV=,4.2 1 40 LF 6`' SSPVC S= .0% 1 Z 0 � I I Z wwP- i' - »90 mom- CB 6 11111111k AOL i IL '11iff"I - / SSMH #2 / 54M0 (SHALL RIM =17. / IE- A - 20 LF 8" SSPVC 0 u1 #1A \ In S =1.16% - - -� \ PROTECT EXIST. KCDNR SSHM \ R01 -2 DURING CONSTR_UCTIQN -_ -ER TYPE 1 -P UTILITY VAULT 660 -SA (OR EQUAL) -. RIM =17.5 / 0 F. CONNECT TO CB #1A WHICH COLLECTS SURFACE FLOW FROM -' -- SS�EXi108 P -' 8" SS 25 LF PVC ' 0'x45' SANITARY S= 1.16% U WER EASEMENT PUMP ISLAND AND STORAGE TANK SLAE CONNECT TO SANITARY SEWER SEE SANITARY SEWER STRUCTURE NOTES FOR ELEVATIONS. - - - - -' - - SSMH #1 48"0 TNT CITY OF RENTO - - RIM =17.7 _ - - \ IE =10.4 (6" E) HP F IE =10.4 8" S) n IE =10.3 �8 "N) _ \ INV=,4.2 1 40 LF 6`' SSPVC S= .0% 1 Z 0 � I I Z wwP- i' - »90 mom- CB 6 11111111k AOL i IL '11iff"I - / SSMH #2 / 54M0 (SHALL RIM =17. / IE- OCD _&- 6"-BACKWATER/ODOR CONTROL VALVE NDS 675 (OR EQUAL) ASTM 1785 (TO BE USED AS CLEANOUT) VALVE INVERT ELEV. =12.3 INSTALL IN TRAFFIC RATED VALVE BOX. NOTE: SEE SHEET 10 FOR SANITARY SEWER PROFILES WITH RIM, INVERT AND SLOPE INFORMATION RECOMMENDED FOR APPROVAL BY nA'rF.9� % BY - - - -- BY SANITARY SEWER SYSTEM NOTES 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Department at 235 -2620. All street closures, partial or full, shall be approved by the Planning /Building /Public Works Department 72 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractors responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Public Works Department, shall take precedence over all other plans. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 13. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slope in all directions to match paving. KCDNR /METRO SS NOTES 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone 684 -1707) shall be notified at least two days prior to construction in the vicinity of King County's Eastside Interceptor, Section 1 manhole R01 -2. 2. During construction, no debris shall be allow to enter King Countys Eastside Inceptor, section 1. 3. Plans for dewatering adjacent to King County facilities shall be submitted to Mr. Eric Davison (phone 684 -1707) for King County review and approval at least five days prior to construction. 4. King County does not guarantee the location, diameter or pipe in elevotion• therefore, field verification is recommended prior to construction. EXPIRES 06-07 � c American Engineers - Plan efsf� E n g i n e e r i n g 4032 148th Ave. N.E. C orporation Redmond, WA 98052 PHONE (425) 881 -7430 Fax (425) 881 -7731 Cry- �7a�c/ SCANNED ICT 81999 RIM I® LL #1 6u 24 "A #1A \ OWS #Z TYPE 1 -P UTILITY VAULT 660 -SA (OR EQUAL) RIM =17.5 / 0 F. CONNECT TO CB #1A WHICH COLLECTS SURFACE FLOW FROM iE =15.3 CO TO 9g WS #2 PUMP ISLAND AND STORAGE TANK SLAE CONNECT TO SANITARY SEWER SEE SANITARY SEWER STRUCTURE NOTES FOR ELEVATIONS. OCD _&- 6"-BACKWATER/ODOR CONTROL VALVE NDS 675 (OR EQUAL) ASTM 1785 (TO BE USED AS CLEANOUT) VALVE INVERT ELEV. =12.3 INSTALL IN TRAFFIC RATED VALVE BOX. NOTE: SEE SHEET 10 FOR SANITARY SEWER PROFILES WITH RIM, INVERT AND SLOPE INFORMATION RECOMMENDED FOR APPROVAL BY nA'rF.9� % BY - - - -- BY SANITARY SEWER SYSTEM NOTES 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Department at 235 -2620. All street closures, partial or full, shall be approved by the Planning /Building /Public Works Department 72 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractors responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Public Works Department, shall take precedence over all other plans. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 13. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slope in all directions to match paving. KCDNR /METRO SS NOTES 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone 684 -1707) shall be notified at least two days prior to construction in the vicinity of King County's Eastside Interceptor, Section 1 manhole R01 -2. 2. During construction, no debris shall be allow to enter King Countys Eastside Inceptor, section 1. 3. Plans for dewatering adjacent to King County facilities shall be submitted to Mr. Eric Davison (phone 684 -1707) for King County review and approval at least five days prior to construction. 4. King County does not guarantee the location, diameter or pipe in elevotion• therefore, field verification is recommended prior to construction. EXPIRES 06-07 � c American Engineers - Plan efsf� E n g i n e e r i n g 4032 148th Ave. N.E. C orporation Redmond, WA 98052 PHONE (425) 881 -7430 Fax (425) 881 -7731 Cry- �7a�c/ SCANNED ICT 81999 RIM I® LL #1 6u 24 "A 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 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 . I � LI o W 9 _ZQ < O �w J Q a- r W Rx Z O Elf Q Q c W W wry D C_ Q Z W_ Y Q d C °H W W U-) g O :�i N Q W (il)� GRAPHIC SCALE 25 q z5 so too I INCH =50 FT. CONNECT TO EXISTING SSMH ,#4324016 RENTON (S -323) CONNECT W/INTERNAL DROP SEE SHEET 10 FOR DETAIL FIELD VERIFY DEPTH AN LOCATION 20 LF 8" SSPVC S =1.16% PROTECT EXIST. SSMH - DURING CONSTRUCTION 25 LF 8" SSPVC S =1.16% SSMH #1 48 "0 RIM =144 18.78(AB) IE= 10.495 (6" E)(AB) IE= 10.465 8" S)(AB) IE= 10.305 8" N)(AB) -SSCO #2 8" SSPVC WYE W/CLEANOUT _ IE =10.01 � #1 A TYPE 1 -P / o RIM =3�r 1 IE =i§.3 SANITARY SEWER STRMCrJM NOTES \ INV=14.2 \ OV #2 . FF 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone N N z N c O 3 \ BW /OCD #1 6' BACKWATER /ODOR CONTROL VALVE _ Y \ ua �+ 73 NDS 675 (OR APPROVED EQUAL) ASTM 1785 (TO BE USED AS CLEAN OUT) \ VALVE INVERT ELEV. = 34.4 14.12 (AB TO\) l zoo N W a- INSTALL IN TRAFFIC RATED VALVE BOX < 8. CO TO 16.31 (AB > �v Zo aE \ \ li&.4- C 0 � a" S SPVV 8" SC WYE \ \ W /CLEANOUT f UTILITY VAULT 660 -SA (OR EQUAL) \ \ IE =10.01 2 AB 4) CONNECT TO \ CONNECT TO EXISTING VEHICLE LOAD ACCESS HATCHES o \ SSMH #4324016 RENTON (S -323) CONNECT W /INTERNAL DROP & .t RECHANNEL TO ACCEPT NEW INSIDE DROP SANITARY SEWER SSMH #1 \ SEE SHEET 10 FOR DETAIL 18.78(AB FIELD VERIFY DEPTH & LOCATION i 20 LF 8" SSPVC 1 WITH OUTSIDE DROP �%� CONNEC71ON FROM EAST \ (f1� S =1.16% 0 AB 12.5(AB) SSMH #2 PROTECT EXIST. KCDNR SSHM f7-.6 �.� (8" SSPVC NORTH) SOV #1 R01 -2 DURING CONS TRUCT10P1 19.6 IO¢6(AB) WITH TRAFFIC RATED ACCESS 25 LF 8" SSPVC NDS 675 (OR APPROVED EQUAL) 19.8(AB) 14.12 AS S= 1- 3& %1.2 %(AB) y� "0 �C FLAP VALVE PER KCDNR METRO 7&2 SSMH #1 � 48 ' , \ RIM =1 18.% AB) SOV 2 # 4" SHUT OFF VALVE IE =10.45 (6" E AB IE= 10.145 ((8° S (AB z \ IE =10.5 (8 "N} AB) 16.9(AB) (TOV WITH TRAFFIC RATED ACCESS CB #tA TYPE 1 -P 8.09(AB) 15.74(AB) COLLECTS FLOW FROM PUMP 475- m ISLAND COLLECT70N TRENCH SSCO #1 v _ (AB) 8.2(AB) W7774 TRAFFIC RATED ACCESS SSCO #2 186.4�A8?, � #1 A TYPE 1 -P / o RIM =3�r 1 IE =i§.3 SANITARY SEWER STRMCrJM NOTES \ INV=14.2 \ OV #2 . FF 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone V VE INV 40 LF 6" SSPVC \ S= \ s STRUCTURE .0% i Z O OUT NOTES OWS 11 U71UTY VAULT 660-SA (OR EQUAL) 8. CO TO 16.31 (AB CONNECT TO review and approval at least five days prior to construction. VEHICLE LOAD ACCESS HATCHES li&.4- � #1 A TYPE 1 -P / o RIM =3�r 1 IE =i§.3 SANITARY SEWER STRMCrJM NOTES Engineers Planners 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone 4032 748th Ave. N.E. INV LEE STRUCTURE DESCRIPTION NOTES RIM OUT NOTES OWS 11 U71UTY VAULT 660-SA (OR EQUAL) 19.8(AB) 16.31 (AB CONNECT TO review and approval at least five days prior to construction. VEHICLE LOAD ACCESS HATCHES li&.4- 46.15 (6) SANITARY SEWER OWS #2 UTILITY VAULT 660 -SA (OR EQUAL) 18_0(AI3)1F6. 2 AB 4) CONNECT TO VEHICLE LOAD ACCESS HATCHES �� 6 AB SANITARY SEWER SSMH #1 4g °g 18.78(AB WITH OUTSIDE DROP �%� CONNEC71ON FROM EAST "0 0 AB 12.5(AB) SSMH #2 54 SHALLOW f7-.6 �.� (8" SSPVC NORTH) SOV #1 6" SHUT OFF 19.6 IO¢6(AB) WITH TRAFFIC RATED ACCESS BW/OCD #1 NDS 675 (OR APPROVED EQUAL) 19.8(AB) 14.12 AS WITH TRAFFIC RATED ACCESS FLAP VALVE PER KCDNR METRO 7&2 . (TOV) SOV 2 # 4" SHUT OFF VALVE 17.9(AB) 4;15 16.9(AB) (TOV WITH TRAFFIC RATED ACCESS CB #tA TYPE 1 -P 8.09(AB) 15.74(AB) COLLECTS FLOW FROM PUMP 475- &5 ISLAND COLLECT70N TRENCH SSCO #1 6 "0 (AB) 8.2(AB) W7774 TRAFFIC RATED ACCESS SSCO #2 8 "0 19-21"B) ;;L;z 9.8('0 4&Ofi WITH TRAFFIC RATED ACCESS BW /OCD #2 NDS 675 (OR APPROVED EQUAL) FLAP VALVE PER KCDNR (METRO) 1920(AB)18.1(AB) 4A9 (TOV W RAMC RATED ACCESS _ I :r .r ry Z- SOV #1 6" SHUT OFF VALVE OWS 11 UTILITY VAULT 660 -SA (OR EQUAL) - I -- 40(AB)LF 6" SSPVC CONNECT GARAGE FLOOR DRAIN r -- I 2W WIDE A EASEMENT - -.I ' - FOR BENEFIT ARCEL A 5 =4.3% TO OIL /WATER SEPERATOR I SEE SANITARY SEWER STRUCTURE i' U RAC_ NO. 860228 0. NOTES FOR ELEVATIONS. c45' SANITARY ER EASEMENT CITY OF RENTI s }h.5a � 7 CB h,'6 7_SSMH #2 54 °0 (SHALLb � OCD �2� 6--BACKWATER/ODOR CONTROL ,pALVE NDS 675 (OR EQUAL) ASTM 1785 (TO BE USED AS CLEANOUT) VAuvE INVERT ELEV =12.3 INSTALL IN TRAFFIC RATED VALVE BOX. OW° /I2/ UTILITY VAULT 660 -SA (OR EQUAL) /CONNECT TO CB #1A WHICH COLLECTS SURFACE FLOW FROM #2 PUMP ISLAND AND STORAGE TANK SLAB CONNECT TO SANITARY SEWER SEE SANITARY SEWER STRUCTURE NOTES FOR ELEVATIONS. NOTE SEE SHEET 10 FOR SANITARY SEWER PROFILES NTH RIM, INVERT AND SLOPE INFORMATION ROLL # 167 FR 91 OEM f (I J SANITARY SEWER SYSTEM NOTES 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street right of way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department at 235 -2620. All street closures, partial or full, shall be approved by the Planning /Building /Public Works Department 72 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shell be the contractors responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractors responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Public Works Department, shall take precedence over all other plans. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 13. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation- in accordance with Section 7- 02.3(1) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grade. In paved area, cover must slope in all directions to match paving. KCDNR /METRO SS NOTES Engineers Planners 1. Mr. Eric Davison, King County Wastewater Treatment Division, (phone 4032 748th Ave. N.E. 684 -1707) shall be notified at least two days prior to construction LEE in the vicinity of King County's Eastside Interceptor, Section 1 manhole R01 -2. A-NNNT 2. During construction, no debris shall be allow to enter King County's Eastside Inceptor, section 1. � 3. Plans for dewatering adjacent to King County facilities shall be submitted to Mr. Eric Davison (phone 684 -1707) for King County .$ R 33180 4s�. -4'rtR'� Al- review and approval at least five days prior to construction. ocrinES 05 -07 -ZQ�/ 4. King County does not guarantee the location, diameter or pipe Inver elevation; therefore, field verification is recommended prior to construction. American Engineers Planners Engineering 4032 748th Ave. N.E. Corporation Redmond, WA 98052 PHONE (425) 881 -7430 Fax (425) 887 -7731 A-NNNT ' _ 2 7996? .ANNED OCT 4 2000 ti � l �' U � �I N µ,� Mi N� .] a � �; o w� z�o C `i C�c i Nam a �Q� a W� g J KN a f� o k� �� �� O � � �� � w Z J � (,�i � (/1 _I L7 Y Lr- � QO � � � � � � �C I- d Q � 1.� 4 z � � z ?- can o � Q° � � d � W � � (� � I W � cn w � O � >- z o� � Z w Q Qa � w w Z Q n 5 � IV Q W a° v o o; Z ` :c OH 3a �z � - Zi t,i � W Q o. � � �o a€ .� d ��_ CN �i �o� a� '$� �� a D _° ��� ��� NOTES: 7z' (tYP) '(� \I n/ 4 � � � � � � T ��l P 2 3 N R G E 4 E UV M 1. STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE ' `I � L 6 , � , ° , � STEPS OR EQUAL. WITH ASTM C -443. RUBBER GASKETED JOINTS �4324016� 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. STEPS - 3/4" DEFORMED BAR IE= 9.St(AB) APPROXIMATE 3/4" SQUARES SPACED - 3/4" 3. CASTING TO BE PER DRAWING BR29. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK OR APPROVED EQUAL. STAINLESS STEEL AS INGlCATED - HT. 1/8" 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. � _ w _— .__ -�-__- - III op I ¢ 2_ � 5. ALL JOINTS SHALL BE GROUTED. TO ACCEPT NEW INSIDE DROP Q _ 11 � j_- � - � _ __ _ � � ❑ X1/2" 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) oZ y� -. N-. �i �o � � -. - - ____ - -__ _ -- ❑ � � C ❑ —r 12••6 WITH A HIGH SOLIDS URETHANE COATING; rn p 41 U ® W N II I, ® ❑ ❑ 1•• WASSER MC- CONSEAL OR APPROVED EQUAL; ro� OI II � CITY OF RENTON SSMH VERIFY 0 FIBER COLOR OF COATING SHALL BE WHITE. � DATUM ELEVATIONS PRIOR TO CONSTRUCTION PACKit I � 2 I EXIST. TOP ELEV. =13.91 RAISE -1 /2" WIDE BORDER b 0 N MORT? FILLET MANHOLE FRAME AND COVER 7z' (tYP) SEE DRAWING BR29 LADDER -STD. ALUMINUM ADJUSTMENT (4" MIN.) _ � _ 1 CONE ' 15 "6 SSMH CONCRETE SHELF 3/B" BOLT RUBBER GASKETED JOINTS �4324016� IN ACCORDANCE WITIi ASTM C -443 CONNECT AT - 4" MIN. I STEPS - 3/4" DEFORMED BAR IE= 9.St(AB) APPROXIMATE STRAPPING APPARATUS PRECAST BASE SECTION STEPS SHALL BE INCLUDED NEW 8" PVC PIPE CONCRETE RISER BY PIPE INC., EXISTING LADDER OR APPROVED EQUAL. STAINLESS STEEL U_ a ANCHOR BOLT, TYP.� \ � RECHANNEL EXISTING MH MAX. PIPE SIZE - 21" I.D. 7z' (tYP) LADDER -STD. ALUMINUM � 75 � _ 1 OR GALVANIZED STEEL ' 15 EX. IE IN (E) 212 CONCRETE SHELF 3/B" BOLT A8) GALVANIZE ENTIRE I -_ STRAPPING APPARATUS PRECAST BASE SECTION � � EX IE IN (S) 2.02 (12 °) OR CAST IN SHELF. NOTE: U_ a t III RECHANNEL EXISTING MH � _ w _— .__ -�-__- - III op I ¢ 2_ T - � _ i D O x z I TO ACCEPT NEW INSIDE DROP Q _ 11 � j_- � - � _ __ _ I �1 � o Nlln. �Irr/ SANITARY MANHOLE TYPICAL DETAIL EXISTING SSMH X4324016 � Y ADOPTED SANITARY MANHOLE INTERNAL SANITARY MANHOLE TYPICAL DETAIL G CITY OF RENTON DROP CONNECTION • I� . NOT TO SCALE .p 3CAn1)ARD FtaNs Ni Isr DATE: 12 /as NOT TO SCALE /0 17 a EDITED lE%f DCV AD J /B/9! ADDED NOTE, EDIT TEXT OCY AG DATE REVISION BY APPR DWG. NAME: BR28 SP PAGE: 8071 2.5 0 RT 25APHI5 SCALE 10 e 11�m FT4�� tiNCH SET. I�I�JII J'YIL HORZ. GRAPHIC SCALE 25 Q "� -�0� 700 O 0 2 1= W W iY Z i ¢ Nom¢ � m m to -. 42i D O V m000 2 vjZ ¢¢ •- O •- rn� Y�C2o Q s��0^ 9 Q�.N00 O� n] OUQ � W �� 4xl II � O Z O 7� W=W � �3Z! -� C`-j� � O! � W4 ON�tW -� 0..� ZO ^� _ :::111111---- ,{'d.,U� QQOpt�jO M N "f ��p �� OW I¢ --Ox� vUj l¢ -II y��i11111 �ti�ll --- •1111¢2 3p�il� ¢g�jl� ¢ IaIIW � ©a6 NN 01��`! D_ U NtnW of no:WWW y (0�4141itL C12! -W � -W � OW1W W•- O�a 2 �- _.__.- - - - -� PROPOSED FINISH I - -- _ _._�- � - -- ------ -- - -..._. -_.__ _ -_ -I d� o �\ � II � 75 � _ 1 _ 6.4' A8] � _ t - - - -- - - -- — SST'ys3 -x�- ' 15 � m \\ I I I I I A8) J/ I -_ I IU I I I ,4 ! I n nn u U_ a t III -� II I � _ w _— .__ -�-__- - III op I ¢ 2_ T - � _ i D O x z I I I I_ _ j-_ -� __ _- � Q _ 11 � j_- � - � _ __ _ " rill aD w .� I�L+i oZ y� -. N-. �i �o � � -. - - ____ - -__ _ -- o0 - -___ 5 Z W �_ Z W U rn p 41 U ® W N II I, ® 'I � �� I � � I I ¢� aD _ - ro� OI II � &Q +¢J m _._.. O � IQX �� o I 2� cn _. ¢ to �� N__ —..__ - - _ ..__. -_ - -_ _._ QD; -__. _ - -_: � DATUM E'EV_ I � 2 I N cn ry v> w I � O 0.0 I I o u � Y i I a w � I NOTE: CONTRACTOR TO FIELD VERIFY LOCATION/ ELEVATIONS OF EXISTING SANITARY SEWER AND PROPOSED CONNEC110N5 PRIOR TO CONSIRUCT101V. NOTE: 0 +00 1 +00 2 +00 3 +00 4 +00 RECHANNEL EXISTING MH TO ACCEPT NEW INSIDE DROP SANITARY SEWER PROFILE �1. A z WM�p� ?•I -t %� SCALE AS NOTED ABOVE DOLL # 167 2 C O O W .-` x O ¢ � ¢¢� x m ¢ 0 0 0 O � W Cf h h h n 0] � �QOC)O OjW¢ W ¢j .-m0 ��W2iiT 3W¢DND 2 >p ¢�� O��0�0� m�o:0 O IWi� O�?o 1ci O ='� d- x ti� II II II E//1ha !I W tnQ ¢a yrWWW 1n2?�WVwI O� y�WW 20 _ - - -- I I -.. _...__. - __ 1- -�-- - i I 15 -- -- - - I d I - ?-6 PB -- - - �' 5�6� - >�2 v_ °� , 5'— — -- -- �-- - - ---- - -- ._.� DATUM ELEV ' 0.0 0 +00 1 +00 SANITARY SEWER PROFILE �2 SCALE AS NOTED ABOVE fiW 45' (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 3/4., F� III PLUG TO BE SEALED -�-�IN SAME MANNER AS 15•• - -- MAIN SEWER JOINTS. .: ' - - 6 INCH OR 8 INCH CLEAN -OUT CAST IRON RING AND COVER �t Y p ADOPTED NaTi~ CITY OF RENTON IN UNIMPROVED AREAS POUR 1' -0" THICK � �� srANDARD FIaNs 2' -0° SQUARE CONCRETE, CLASS 3000, PAD AROUND Ni 1ST DATE: 12/96 RING AND COVER. to/n /es Aaaea "•tea Dcv Ac IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING DATE REVISION BY APPR'D DWG. NAME: BW1SB SP PAGE: BO i6 . AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. BE-� - 4.50' - � 4.50' t 225' 0 -r — 1.so'— —1so'— 1' T� � 1.50' 1.50' l______ __-� PLAN -BASE g� mAFFTC RATED PLAN -COVER PLAlE2COVER OND PLATE INSPECTION COVERS bC � TRAFFlC RATED ������� INSPECTION COVERS OIL/WAIER SEPERA710N 0.75' — � CHAMBER �--� INLET �_ OIL RETAINER W7LET I BAFFLE 8" 0 HOLE (TYP. EA. ENO) FOR FLOW DIFFUSER � INLET /OUTLET - BAFFLE 4.50' 4.19' INSPECTION do 3.44' BALFFLESZ& WE EL PLATE SAMPLING lif (BY OTHERS) GRIT /SLUDGE RETAINING N1ER �� O WEE CfA - - - -- TCy�F• per- ±• A`' N ° - 0.34' . - 33190 1 44' °1 31 1.00' ° I TONAL 3.00' � owIRFS OS-07- 4.50' SECl10N B -B i3 � 2� SECTION A -A American Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. OIL /WATER SEPARATOR DETAIL Corporation Redmond, WA 98052 UTILITY VAULT 660 -SA FOR EOIJAL� 'i _ - _ NOT TO SCALE PHONE (425) 881 -7430 Fox (425) 881 -7731 ��"� � S - ' 7�9 o S< .ANNED OC? 4 2000