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Home My WebLink AboutS-325702U N z �Qo aga`o N Aos 1 ° �J U�44 !� 9j, U 0 I H- V; �•7 i n t�w4j � r_ r a vi n w Z o O O 3 W 0] Q' 53 0 z 3 _> moll um �I 0 SURFACE RESTORATION- AS SPECIFIED MOUND 4" M 'GRAVE- BORROW' PER WSDOT STD SPEC 9-03.14 COMPACT TO 90% CE MAX DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYR) WHEN DEPTH IS 4' AND GREATER BEDDING MATERIAL, SEE - WSDOT SPECIFICATIONS NORTHWEST RANGE 5 EAST, REQUIRED PAVEMENT PESTu"RATIDV PEP, CITY - W (SEE NOTE 4) LIMITS OF PIPE ZONE NOTES: Or REh ON TRENCH P- S.OYATION AND `,- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL CA+. REfE STREET OJERLA" REG SAWCUT (T"P) APPLY BACKFILL MATERIAL 1 CLASS 3000 SEE NOTE 5) 6.. 2. HAND TAMP UNDER. HAUNCHES 3/4" SQUARES SPACED - 3/4" SEE G�'AIL IO , i JOINT SEALANT AR4000W ( 70 TOP AND TACK COAT T AS INDICATED - HT. 1 /8" i t2 i 3 COMPACT BEDDING MATERIAL 0 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. vs un 1 TO SIDES CONCRETE CUSS C I. RAND TAMP ONLY. B°° I / I - EXIST PAVEMENT (SEE NOTE 8) 0 - . ° SURFACE I (CLASS A DESIGN) °o ° °° ° j 12 "9 I FOUNDATION LEVEL _�i A. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION ° ' \ ' i ( a' OF THE STANDARD'SPECIACTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FIBER JOINT I THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A: I I BEDDING". THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 PACKING -� M1EAT LINE iREPICFI (TYP) WHEN � f -. - DEPTH IS LESS THAN 4 F . W SE` NOTE 4 --�� I�- (� ) LINTS OF PIPE ZONE 5. TRENCH BACXFILLS.HALL CONFORM TO "BACKFlWNG SEWER, TRENCHES" iNTHE t RAISE -1/2" 45' (t /8) KENO i SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS E DAD WIDE BORDER L RUSHED SURFACING -TOP - OR LLfMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE MNCOURSE" PER WSDOT STD SPEC I BACKFLL MATERIAL..... 9- 03.9(3) COMPACT TO 95% BACKFILL MATERIAL s" MAX DENSITY, SEE NOTE 2 ! (SEE NOTE 5) I 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE "GRAVEL BORROW" PER WSGOT (CLASS B,. C, 0, . DESIGN) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 1 9-03.14. BEDDING FOR RIGID PIPE c �• - I �CO SPEC O 99%4. 7. SEE BEDDING MATERIAL FOR FLEXIBLE PIPE' IN THE AGGREGATES SECTION OF i� COMPACT TO 95r'" OF MAX BEDDING MATERIAL i STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. t t/ t/2 2 �/8 - L DENSITY, SEE NOTE 2 ` , ; 2 1 8 4L 6" OR 8 "0 FOR RIGID PIP.. 8 1 (SEE NOTE 6) (' 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE:.IS MAIMAJNED FOUNDATION LEVEL A I COMPACT TO 95% OF MAY w (SEE NOTE 4) -j LIMITS OF PIPE ZONE DENSITY (- UNPAVED AREAS SETS NOTES: PAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE * (CLASS F DESIGN) 30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. KEDGING FOR FLEXIBLE i XLE PIPE OD PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. . 2. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFLL FULL DEPTH WITH BEDDING MATERIAL B CRUSHED SUR "ACING -TOP COURSE WHERE TRENCH IS PARALLEL TO TRAVELED LANES FOR FLEXIBLE PIPE '' L `- PLUG. TO BE SEALED CAST IRON RING AND COVER IN SAME MANNER AS NOTES: MAIN SEWER: JOINTS. 1. N' UNIMPROVED ARFAB POUR, 1'-0" THICK 2' -0" SQUARE`CONCRETE, CLASS 3000, PAD AROUND RING AND COVER: 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT PING ' BACKFILL THE TOP 4' OF TRENCH IO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE. SUITABLE EXCAVATED MATERIAL WAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. NIS i Utility Trench Section I BEDDING CLASS DESIGN DIMENSION :CLASSA CLASS B CLASS C .CLASS -D CLASS F A ,l!, MIN. 1/4 LD. 12" MAX. • ' ZERO ' B 1/4 0 D. 1/2 O.D. 1/8 O.D. ZERO - O.D. C 3/4 O.D. ,1/2 O.D. 1/8 O.D. O.D. - `- PLUG. TO BE SEALED CAST IRON RING AND COVER IN SAME MANNER AS NOTES: MAIN SEWER: JOINTS. 1. N' UNIMPROVED ARFAB POUR, 1'-0" THICK 2' -0" SQUARE`CONCRETE, CLASS 3000, PAD AROUND RING AND COVER: 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT PING ' BACKFILL THE TOP 4' OF TRENCH IO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE. SUITABLE EXCAVATED MATERIAL WAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. NIS i Utility Trench Section I (SEE NOTE ?) I FOUNDATION LEVEL - i ; , . A -� I - A = 4" MIN. 27" I.D. AND UNDER 6" MIN OVER 27' I.D. t City.Pf Renton Standard DeiOil BW18 C Pipe Bedding for Sanitary Sewer Piping /j .V1 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING 3. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER BR36. City of Renton Standard Detail BWi8 -6 Sanitary Sewer Cleanout it - NOTE 11. DATUM SHALL BE CITY OF RENTON, 1988NAVD. W/ U.V. USt. CAPS W 6' p" UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVE) AT PROPERTY DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6' -D" D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. PROPERTY LINE FUTURE 6" BUILDING SEWER PIPE WITH 6" SIDE OUTLET j EXTENDED TO THE TOP OF THE STUD. ` 60" ALLOWABLE MAX. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR FOR CAST IRON PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP 0 0 _i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. OR DUCTILE IRON PIPE. THROUGH A 1:3.5 MIX pVlt THROLGH'CAST IRON SADDLE SECURES TO SEWER MAIN, - . • - - , 5. IT SHALL BEiTHE RESPONSIBILITY OF THECONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED CONCRETE °�' / G� p �N� WITH STAINLESS STEEL BANDS. _ ( `.:. I PERMITS PRIOR TO ANY CONSTRUCTION. �/ VN 25 ONG� WHEN .CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 6. PLANS APPROVED BY,THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE i / 2% MIN SLOPE _ ( : I 'OTHER PLANS. ( AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED f HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6" SIDE OUTLET TEE ° ° 8. THE CONTRACTOR SHALL PI IDE.THE CITY OF RENTON WITH AN AS DRAWING Of THE SANITARY SEWER (/ TYPICAL WE SEWER BHATION � � - - - - - - - - � SYSTEM, WHICH HAS BEEN 'STAMPED AND SIGNED BY A-11 CENSED PROFESSIONAL ENGINEER OR LICENSED 4 SEWER MAIN `- SEWER MAIN PROFESSIONAL,SURVEYOR:' 6" MIN. CONCRETE BLOC= ANGLE OF TEE AT MM OVER 25 SPRING ASSISTED - 9. OF 6 INCHES, XI UM DEPTH EQUALLY INCHES, BOTH SIDES H THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH C,O.R. STD DTL. BR39 PLAN VEW OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER EACH 95 PERCENT E. MAXIMUM ypjjON Side-Sewer ^,,. �s GALVANIZED LATCH DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS NUS' EXTEND 'FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO Sanitary Connection V W /LOCKING LATCH THE SIDE OF.THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r-GALVANIZED "C' CHANNEL, 5 -0" LG. - 1 1/2" DIA LET HOLE 1 EACH SIDE, 2 SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR URLRY TRENCHES AN EXISTING, TRAVELED ROADWAY SHALL BE BACKRLLED WITH 1 EACH SIDE, 2 SIDES 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 25 3/4° r-IE= 347.65 SOP NUT CONNECTION I II I i 36" 18/2" ( STEEL -\ �I ELBOW (WIDTH =28 5/ 2" VENT RIM ELEV =350.2 CONNECTION 7 BRASS T TUBE T N EELE 5 j IE= 347.6 I78 1/2' 6' IIJ 1 CONNECTION IE= 346.94 8) OUTLET NOTE: PROVIDE (2) 3 "x4" REDUCERS .. - .. - .. - .. / DIA, LIFT INSERTS RE NTON CURRENT STANDARDS: it -. 11. DATUM SHALL BE CITY OF RENTON, 1988NAVD. W/ U.V. USt. CAPS W 6' p" DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6' -D" D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SANITARY SEWER NOTES AND SPECIFICATIONS FUTURE 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 INCHES: ABOVE AND BELOW THE PIPE. BUILDING SEWER 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 - - 15 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 ITCHES ABOVE FlN{SHED 1. WORK- TE IALS SHALL BE IN CONFORMANCE WITH TFIE.STANDARDS M1D SPECIFICATION OF.THE CITY OF 9" �. ° - _ - _ _ - _ - ° 660LA UTILITY VAULT RE, UTILITY DEPARTMENT AND THE LATEST EDITION OF THE`WSDOT /APWA STANDARDS AND SPECIFICATIONS. RE, 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR :MUNICIPAL PUBLIC WORKS y °, PROPERTY LINE 2 "x 4" STUD SERVICE MARKER. PAIN UPPER RFWnW TWMIUCAL COLLEGE S.M. Stemper Architects, Seattle, Wash! ington 98101 SHEET a • - , CONSTRUCTION? PREPAREDIBY WASHINGTON STATE CHARIER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST PORTION WHITE ANS STENCIL ON SIDE I I EDTION (APWA) AND CIT OF ` RENTON STANDARD SPEC,FCATONS. s„ SIDE SEWER AND BJUM SEWER WORDING 'SEWER° WITH 3" 'HIGH BLACK LETTERS. AND #6 WIRE, WRAPPED AROUND THE STUD AND ! I 3. ALL LOCATIONS.OF EXISTING' UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR ?S RESPONSIBILBY TO VERIFY THE TRUE'AND`CORRECT LOCATON SO AS TO AVOID DAMAGE OR DISTURBANCE j EXTENDED TO THE TOP OF THE STUD. ` 60" ALLOWABLE MAX. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR FOR CAST IRON PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP 0 0 _i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. OR DUCTILE IRON PIPE. THROUGH A 1:3.5 MIX pVlt THROLGH'CAST IRON SADDLE SECURES TO SEWER MAIN, - . • - - , 5. IT SHALL BEiTHE RESPONSIBILITY OF THECONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED CONCRETE °�' / G� p �N� WITH STAINLESS STEEL BANDS. _ ( `.:. I PERMITS PRIOR TO ANY CONSTRUCTION. �/ VN 25 ONG� WHEN .CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 6. PLANS APPROVED BY,THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE i / 2% MIN SLOPE _ ( : I 'OTHER PLANS. ( AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED f HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6" SIDE OUTLET TEE ° ° 8. THE CONTRACTOR SHALL PI IDE.THE CITY OF RENTON WITH AN AS DRAWING Of THE SANITARY SEWER (/ TYPICAL WE SEWER BHATION � � - - - - - - - - � SYSTEM, WHICH HAS BEEN 'STAMPED AND SIGNED BY A-11 CENSED PROFESSIONAL ENGINEER OR LICENSED 4 SEWER MAIN `- SEWER MAIN PROFESSIONAL,SURVEYOR:' 6" MIN. CONCRETE BLOC= ANGLE OF TEE AT MM OVER 25 SPRING ASSISTED - 9. OF 6 INCHES, XI UM DEPTH EQUALLY INCHES, BOTH SIDES H THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH C,O.R. STD DTL. BR39 PLAN VEW OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER EACH 95 PERCENT E. MAXIMUM ypjjON Side-Sewer ^,,. �s GALVANIZED LATCH DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS NUS' EXTEND 'FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO Sanitary Connection V W /LOCKING LATCH THE SIDE OF.THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r-GALVANIZED "C' CHANNEL, 5 -0" LG. - 1 1/2" DIA LET HOLE 1 EACH SIDE, 2 SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR URLRY TRENCHES AN EXISTING, TRAVELED ROADWAY SHALL BE BACKRLLED WITH 1 EACH SIDE, 2 SIDES 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 25 3/4° r-IE= 347.65 SOP NUT CONNECTION I II I i 36" 18/2" ( STEEL -\ �I ELBOW (WIDTH =28 5/ 2" VENT RIM ELEV =350.2 CONNECTION 7 BRASS T TUBE T N EELE 5 j IE= 347.6 I78 1/2' 6' IIJ 1 CONNECTION IE= 346.94 8) OUTLET NOTE: PROVIDE (2) 3 "x4" REDUCERS CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS C5 L 2" DIA. GROUND ROD KNOCKOUT �� GALVANIZED PUWNG IRON sfp Ay Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D EXPIRES 01/23/2006 ". ' ;CANNEOOCT 2 72006 C, D, �j=32S102 Ys q�, UL t�. n. I `i AND COMPACTION. A PERMANENT HOT MIX`PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF I RE NTON CURRENT STANDARDS: it O E34682QROM OIL INTER O L �- i- -4 3/4" DIA KNOCKOUT + + 8 EACH SIDE, 4 SIDES i7° DIA. KNOCKOUT 2 EACH SIDE, 4 SIDES 8° DIASUMP 11. DATUM SHALL BE CITY OF RENTON, 1988NAVD. 2" VENT TO BLDG. IE =348.0 CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS C5 L 2" DIA. GROUND ROD KNOCKOUT �� GALVANIZED PUWNG IRON sfp Ay Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D EXPIRES 01/23/2006 ". ' ;CANNEOOCT 2 72006 C, D, �j=32S102 Ys q�, UL t�. n. AND COMPACTION. A PERMANENT HOT MIX`PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RE NTON CURRENT STANDARDS: it 11. DATUM SHALL BE CITY OF RENTON, 1988NAVD. 2" VENT TO BLDG. IE =348.0 I I - 12 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. D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL' INCLUDE N,ECESSARY'LEVELING* OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND rCOMPACTION 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 INCHES: ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 15 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 ITCHES ABOVE FlN{SHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 9" �. 12 660LA UTILITY VAULT COUGHLINPORTERLUN®EEN y °, RFWnW TWMIUCAL COLLEGE S.M. Stemper Architects, Seattle, Wash! ington 98101 SHEET , CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS C5 L 2" DIA. GROUND ROD KNOCKOUT �� GALVANIZED PUWNG IRON sfp Ay Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D EXPIRES 01/23/2006 ". ' ;CANNEOOCT 2 72006 C, D, �j=32S102 Ys q�, UL t�. n.