No preview available
HomeMy WebLinkAboutS-299322s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q o C'7 J C"J v z N C W � Q of N WATER MAIN W Ln '' M W a s J J `,.c PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. c° =o m E U CL o� V W - zio -- r © w (� ►- 'c-a -r-- + - J Q o W --__ WATER CROSSING o z P �'�. PROPOSED GROUND I.E. - 199.16 z z........ r 200 1 -204 - -�-- r- I . . . . . . ...... ........... lz i SS CROSSING ! r I.E. = 196.21 . - - - I X11 WATER CROSSING I.E. - 198.99 s �- - _..._ _ ; SS CROSSING I I -_. 191.90 . ►6­''1 . O O N NI dl cl N C„�1 N N• NI I s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q 1w 0.4 L. CL v z N C 12" D.I. Q of N WATER MAIN N W a s J J `,.c PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. c° =o m E c c •c cp c o� V s I II i I I I CJ I r sI 1 m' a o' c�n h1 l01 I QI 0,1 nl I I UI W� O a n �a Q 1w 0.4 TO ALLOW FOR FINISHED CONNECTION TO EXISTIN(= MAIN EXISTING 12" D.I. Cl w WATER MAIN TEMPORARY 12" J J � PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. J � Z Q _ z L-21s P LE L) w` NONE qr� + 00 41 + r10 42+00 43 +00 PROFILE - ALIGNMENT 'E' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 230 o Z Fx1'_,TING GROUND Z PROPOSED GROUND r�l r- �z d. w ri Z to Q Z I � 1 220 220 - - ____- = ? •� i - -f__ WATER CROSSING ! O I. E. = 212.83 WATER CROSSING I.E. = 216.99 , SS CROSSING . E. = 213.12 X10-------- -- -..__. _.__.. . _ _..__. _ _ 10 SS CROSSING N� N� 50 +00 EXISTING 12" D.I. WA_ CONCRETE BLOCKING �i I.E. - 212.36 rn. 6 CV; rn N N CJ N 51+00 52+00 53 +00 PROFILE - ALIGNMENT 'F' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) f-- 12 "02" TAPPING TEF (MJxFL) le)" nnrr ',iwi %ir- /ri .. 1\ � • s.. � �v V J `Ir, v 1 PLUG W/2" TAP 8c 2" PLUG (M,I) WATER MAIN TAP NTS it D.I. MAIN RIDLL.2 01,2 I l .. I SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOTXAPWA 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 DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD SPECIFICA- TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH- INGTON 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 PRE - CONSTRUCTION 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 CONTRACTOR'S 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 PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION 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 ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE 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 PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. 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 TO MINiMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NEW 12" D.I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. RECOMMENDED FOR APPROVAL BY BY � BY 12" VERTICAL CROSS (MA AS -BUILT SET 2 12" PLUGS (M,J) -J TOP PLUG W;'2" TAP & 2" PLUG (M,1) UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TESTING DETAIL CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS P. NTS DETERMIN � jo_� � OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_ FR 19 7., �v \ N L . p� A 5► ' _ �ti� x 132 4 J F o� ss - NA L 1���� ExPIRES 9 JAN 2006 StAW NOT wino wwESS SIGNED & ()ATM DALEY- MORROW- POBLETE, INC. r 726 AUBURN AA' N. AUBURN, WASHINGTON 98002 HONE: (253) 333 -2200; FAX: (253) 333 -2206 l ENGINEERING - SURVEYING LAND PLANNING i►'1COr•�prtat�d oQa• 4✓- 299323 <!S z t 9 .32 Z) SCANNED MAY 0 12006 I* r 2 4 SUFFICIENT DISTANCE TO ALLOW FOR FINISHED CONNECTION TO EXISTIN(= MAIN EXISTING 12" D.I. WATER MAIN TEMPORARY 12" TEMPORARY CONCRETE BLOCKING I � PLUG (M,I) W;'2" TAP & BLOW-OFF ASSY. I SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOTXAPWA 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 DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD SPECIFICA- TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH- INGTON 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 PRE - CONSTRUCTION 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 CONTRACTOR'S 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 PLANS MUST BE ON THE JOB SITE WHENEVER CON- STRUCTION 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 ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE 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 PREPARED FOUN- DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CON- STRUCTION. 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 TO MINiMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NEW 12" D.I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. RECOMMENDED FOR APPROVAL BY BY � BY 12" VERTICAL CROSS (MA AS -BUILT SET 2 12" PLUGS (M,J) -J TOP PLUG W;'2" TAP & 2" PLUG (M,1) UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING TESTING DETAIL CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS P. NTS DETERMIN � jo_� � OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_ FR 19 7., �v \ N L . p� A 5► ' _ �ti� x 132 4 J F o� ss - NA L 1���� ExPIRES 9 JAN 2006 StAW NOT wino wwESS SIGNED & ()ATM DALEY- MORROW- POBLETE, INC. r 726 AUBURN AA' N. AUBURN, WASHINGTON 98002 HONE: (253) 333 -2200; FAX: (253) 333 -2206 l ENGINEERING - SURVEYING LAND PLANNING i►'1COr•�prtat�d oQa• 4✓- 299323 <!S z t 9 .32 Z) SCANNED MAY 0 12006 I* r 2 4