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Home My WebLink AboutS-360707J ��UI S� p �3 z W Q SANITARY SEWER NOTES AND SPECIFICATIONS: .. c 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE PATH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS LL APPROVED AND MODIFIED BY THE Cltt OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF O O z APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN EXISTING STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS z OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE z LL OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN IMPROVED PUBLIC RIGHT OF WAY, THAT IS OPEN FOR TRAFFIC USE. L J O 3 VERIFY THE OTRUEFANDSCO RECTLILIOCATIO SHOWN AS TO AVOID DAMAGE OR DSTURBBANCEE CONTRACTOR'S RESPONSIBILITY TO z LI 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW o W m Z CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO 0) � O STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF N BACKFILLING ALL CONSTRUCTION. Q z z 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE co SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY REQUIRED STREET USE AND ANY OTHER RELATED Q W PERMITS PRIOR TO ANY CONSTRUCTION. F 7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER co PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM m THAT HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. h m 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 GT: Z y`o INCHES AND A 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 ° O THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. F-i 11 WITH ROAD ROCK CROSSINGS ANDD MECHANICALLYY COMPACTED TRENCHES UN UNLESS OTHERWISE APPROVED BY THE A PUBLIC WORKS CINSPECTOR. F D' W CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH 0-4 w MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED W 0 WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. U E 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE 5 o. DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. a v ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH TH 14 PIP AND APPURTENANCES SHALL BE WO 0 E E ALL E THE CITY F RENTON PUBLIC WORKS DEPARTMENT AN THE LATEST EDITION OF THE TAN AND SPECIFICATIONS OF E C 0 D ED 0 STANDARDS WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CRY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE o IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. a �0 0 16. IN UNIMPROVED AREAS, EACH MANHOLE SHALL EXTEND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER Yg MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. wg § �M Q I to 1-01? to z i z ED zsw U � ^ 3 O_ w I� U � O a w S N m 8'.' v, VVVJ111 z 1 NI I l 1 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16" (586nm) TOA Rr. (CFF nFTATI ) _ N RETOON SEWER COVER & FRAME PLAN VIEW 25° DIA. - 1635mn1 1' 3 2 m1 I C19mm3 I mm] 8 3/4' 2 1 1E" [222mm] C64mml TYP COVER SECTION VIEW 26 112" DIA C673mm1 25 1/4" DIA 641nml 1/4' C6mm) DIA NEOPRENE GASKET 1 5/8° J 23 3/8" EDA CL OPEN C16mm7 C594mm] 27 5/L6" DIA 1694mm] 34 1/8" DIA C867mm1 FRAME SECTION VIEW COVER BOTTOM VIEW DLT SOC. (ALLEN HEAD) 5/8-11 X 15 CS RUBBER WASHER EON BOLTING DETAIL 1 1 /I6" 1/4' 1 VIE' 127mml [6mm7 C27nm] C152mm] C3mnl ( V8' [R3mm1 GASKET GROOVE DETAIL NOTES 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY SEWER"), OR WATER (SPECIFY "WATER "). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT MARCH 2008 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) - - -� FOUNDATION LEVEL W (SEE NOTE 4) --j/- LIMITS OF PIPE ZONE _ O„ O.D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKYILUNG' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING SID, PLAN - 408 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 5- 360101 By: *- Dote: 8-S -11 By: Dote: Fi S L By: Late By: Dote 0 � Q p N3 Q � ru S u U- co z LL N` LL O z W m co z N N =Z z ) � � W 1— 0 Go N C CL W 0) N Qw3N co Q W n Z N I W v N co O 8 -5 -11 CITY REVIEW COMMENTS DO N =o DESIGNED 1 z N DO 8/3/11 DRAWN w - SUBMITTED TO CITY OF RENTON o � s a W �z W LO.— REYMON W APPR DATE APPROVED CN C 00 04 0) CD rl DO S Q 3 I = W Z CL n C3 FN In IC) W F 00 Z N N KS _ _ v W z i z ED zsw U � ^ 3 O_ w I� U � O a w S N m 8'.' v, VVVJ111 z 1 NI I l 1 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16" (586nm) TOA Rr. (CFF nFTATI ) _ N RETOON SEWER COVER & FRAME PLAN VIEW 25° DIA. - 1635mn1 1' 3 2 m1 I C19mm3 I mm] 8 3/4' 2 1 1E" [222mm] C64mml TYP COVER SECTION VIEW 26 112" DIA C673mm1 25 1/4" DIA 641nml 1/4' C6mm) DIA NEOPRENE GASKET 1 5/8° J 23 3/8" EDA CL OPEN C16mm7 C594mm] 27 5/L6" DIA 1694mm] 34 1/8" DIA C867mm1 FRAME SECTION VIEW COVER BOTTOM VIEW DLT SOC. (ALLEN HEAD) 5/8-11 X 15 CS RUBBER WASHER EON BOLTING DETAIL 1 1 /I6" 1/4' 1 VIE' 127mml [6mm7 C27nm] C152mm] C3mnl ( V8' [R3mm1 GASKET GROOVE DETAIL NOTES 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY SEWER"), OR WATER (SPECIFY "WATER "). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT MARCH 2008 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) - - -� FOUNDATION LEVEL W (SEE NOTE 4) --j/- LIMITS OF PIPE ZONE _ O„ O.D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKYILUNG' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING SID, PLAN - 408 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 5- 360101 By: *- Dote: 8-S -11 By: Dote: Fi S L By: Late By: Dote 0 � Q p N3 Q � ru S u U- co z LL N` LL O z W m co z N N =Z z ) � � W 1— 0 Go N C CL W 0) N Qw3N co Q W n Z N I W v N co O E. DAWFS `y�N a oNi 61 z T W ♦ V, q_ o 42009 LJEENG\�4" d►� NyJy CITY OF RENTON C)EPARTMENT OF= PUBLIC WORKS 2 8 -5 -11 CITY REVIEW COMMENTS DO N =o DESIGNED 1 z N DO 8/3/11 DRAWN w - SUBMITTED TO CITY OF RENTON n� � 5/17/11 a W �z W LO.— REYMON W APPR DATE APPROVED CN C 00 04 0) CD rl DO S Q 3 I = W Z U) 11 n C3 FN In IC) W F 00 Z N N KS `J v v U N E. DAWFS `y�N a oNi 61 z T W ♦ V, q_ o 42009 LJEENG\�4" d►� NyJy CITY OF RENTON C)EPARTMENT OF= PUBLIC WORKS 2 8 -5 -11 CITY REVIEW COMMENTS DO DO 8/5/11 DESIGNED 1 5 -25 -11 CITY REVIEW COMMENTS DO DO 8/3/11 DRAWN - SUBMITTED TO CITY OF RENTON DO DO 5/17/11 E LO.— REYMON W APPR DATE APPROVED • 3GAE AS SHOWN m 3 a m 0 a 3 a a I 0 N N m x` N 3 0 w xl ti 0 N a 0 N E 0 a I 0 0 0 C E 0 0 N H 0 v° i d V r O z m O W m