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HomeMy WebLinkAboutS-331701Vl -. 1 ' M M 6 a � U o I OQ O Y I 0 OQ O Q a o z H J W � Q UJ LL1 V) W o M gg II o Z=Y 7�41�9O EX. FIRE RI HYDRANT - N_ BASIN J 419.08 M � - X. SSMH 00 RI =419-70 INV= 411.7" DR - INV= 408.40 (8°PVC- N,E &W) INV= 408.35 (8"PVC -S) °-- -EX EO CBgt TYPE I 0 RIM 419.03 INV= 415.68 I< N � 0- _ 3 I �0 EX. SSMH i RIM = 418.25 INV = 407.75 1 0 1Y� a W I 1 l- 1 �I PROPOSED VERTICAL SANITARY SEWER NOTES AND SPECIFICATIONS 3 CURB & SIDEWALK, TYP: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE -' - - - - - - - - - - - - - -. - STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY - - - -- - - - - - - - - - - - - - - - - DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA ' REMOVE i �17 7��77 STANDARDS AND SPECIFICATIONS. g 1 1 E 2/ L1,4 STREET CONNECT ETO EX SS LINE - .. iNV= VERIFY DURING CONSTRUCTION) 2. ALL CONSTRUCTION SHALL BE IN L ACCORDANCE WITH "STANDARD €�sA? .. _. ,...` -. +s.: -= .-.,. ,�'".°;- s"�'.�,1f.,,,�'- . -.�' ^: -: -• � ' ' • SPECIFICATIONS CONSTRUCTION' E N TP ANDP WORS ASSOCATION1lATEST EDITION - ! RENTON STANDARD SPECIFICATIONS /�7� 2-{-00 S 1 32,,••8' .PVC � � 3. ALL LOCATIONS OF EXISTING UTILITIES SHOW 14 APPROXIMATE - S S S -T S S.. 5 S S- ;: EX SSCO p,72. \ aw AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IEX CUL RT EX. 8 PVCS SEWER STA. 3 +37.5. 1.5'RT ! EX CUIVER� SSM THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR [E-417.90 (12'C NC) IE 41877 (72 °CMPp -�- RIM= 42i-6t (MATCH PAVING) Q21 7B DISTURBANCE.. INV 44&66k VERIFY 413 °�• &HORIZONTAL ALIGNMENT 4; CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. �• r �.e,, �:. d,� r 3 �;- „.t,',Vxzle.; I DURING CONSTRUCTION) METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE p SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. ~GRA PFC,. e @ @ -LJ e.. EX_ SIDEWA to Gc�a - 5: IT HALL BE. THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. - I - - - - ,) IE= 418.45 I ! 6. PLANS APPROVED BY THE CITY OF OVER RENTON, PUBLIC WORKS (12 "CONC) ! jj;; © I 1 - CJONSTRUCT 8" SEWER EXTENSION DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. �;,T"v ON SAME ALIGNMENT AS -EX. 8" MAIN: j,q COPY OF :THESE APPROVED PLANS MUST BE ON THE JOB / STA. 1 +69 �C., VERIFY VERTICAL & HORIZONTAL INV. 1+0 _ STA• 2 +49 Q SITE WHENEVER CONSTRUCTION IS IN PROGRESS. INY =4120 STA. 3 +79 ALIGNMENT. DURING CONSTRUCTION / i, �; ;- INV=4120 I t' 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH / i NEW 6- PVC .� o EX. GA"­` AGE b SS SERVICE ®27 9 ,5`» AN AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH. -/TO 3E :MIN. TO NEW LOTS. TYP. I .HAS BEEN STAMPED AND SIGNED BY A: UCENSED PROFESSIONAL. ENGINEER OR UCENSED' PROFESSIONAL SURVEYOR. ry�RA REMOVED FF =41 .70 ; I 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE f / PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF .6 INCHES, _ MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER / ! j 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 �4/ " I ` %i EX. SHOP i '. I COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS ' BE TO - I-- o--_.� ,- ,.. --_. �� � :. - DESCRIBED. 5.00' REMOVED 6' CYCLONE )' 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON i' FENCE I KFl LED 'WITH EXISTING TRAVELED ROADWAY SHALL COMPACTED. L 12' OF 0 c ? CRUSHED ROCK - ANDMECHANICALLY COMPACTED. CUTS INTO THE iARAGE I I I - EXISTING ASPHALT SHALL BE NEATUNE' CUT: WITH SAW IN A CONTINUOUS'UNE. A TEMPORARY IMIX PATCH MUST BE PLACED MIN. FFE =420.0 f ii; e IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT, - --o- -� - ! HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND, SHALL BE PER CITY OF RENTON CURRENT STANDARDS. i c. 0 S 70 20 ' - 17: DATUM SHALL BE CITY OF'RENTON, 1988 NAVD. " FF = 421:0 ' SCALE 1" - 20' IN. F E -421.0 MIN. E LOT 2 ! M 12. ALL DISTURBED AREAS SHALL IS SEEDED AND MULCHED MEN �- 9,537 SOFT. I I OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 0.22 ACRES CYCLONE I - FOR THE PREVENTION.OF ON -SITE EROSION "AFTER THE - Q� ENCE `� `W ': 1 �;) COMPLETION OF` CONSTRUCTION. 0 _ LOT 3 z 13. ALL PIPE AND 'APPURTENANCES SHALL BE LAID ON A 10,947 SOFT PROPERLY PREPARED FOUNDATION .IN- ACCORDANCE-WITH SECTION ! 7 OF THE CURRENT STATE OF WASHINGTON STANDARD N ,I{ A SPECIFICATIONS FOR ROAD. AND BRIDGE CO TRUCTION. THIS S i LOT '°F. f SHALL INCLUDE NECESSARY: LEVELING OF THE TRENCH BOTTOM OR i 10,933. SOFT. I - THE TOP OF THE FOUNDATION, MATERIAL; AS WELL AS PLACEMENT d 0.25 ACRES AND COMPACTION OF REQUIRED BEDDING: MATERIAL, TO UNIFORM I GRADE SO THAT THE ENTIRE LENGTH UN ELD NIGEBASE. BPIPE SYMBSUPPORTED ON .A UNIFORM OL LEG/� END BEDDING SHALL'. BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. SANITARY SEWER CLEANOUT - 14: SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) UTILITY POLE - I � RUBBER GASKETED ASTM D'.3034, SDR 35, OR DUCTILE IRON TELEPHONE RISER CLASS 50. �:. WATER METER -ye MAILBOX 15: IN UNIMPROVED, AREAS, 'MANHOLE TO EXTEND MINIMUM 6 YYYYYY SIGN INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN - WATER VALVE PAVING. AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH - FENCE WOOD I I CATCH BASIN I I ® YARD DRAIN I I I I SANITARY SEWER MANHOLE 1 FIRE HYDRANT GAS VALVE D I j I I 4 GAS METER f f CEDAR TREE �I INV= 411.01 // I .# •'' -`-°- `+3! FIR TREE SgUPE oe -'ens rorrAt. t5T82ES' 11/30/08 can NOTE: EXISTING UTUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE Y y EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL :EMSTING UNDER- RECOMMENDED CHECKED FOR COMPLIANCE D GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO FOR APPROVAL 0 CITY STANDARDS 9. REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON... THE ENGINEER.. ASSUMES NO RESPONSIBILITY FOR UTIUTIES p�TE �p- e2. -0G 1�SQQ =424 =5555 NOT SHOWTJLL RBEFORE YOUODid. 1-800-424-5555 R LOCATION., ��-r- AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA) BY DATE UTIUTY UNES:.7T5 COSTLY G�: 00�!�00 ?- ?28�OWG�100 -022-c!lGdrS ,nb- SHEET2 0h; 5-33 17 01 SCANNED OCT 2 7 2006 mw [ 4 x Taste : ° -n W m EX SSMH RIM - 411.62 INV = 404.32 (8 °PVC -N) INV = 400.42 (B°PVC-S)�H w 0 0 N w > THESE PLANS AR! "AS- BUILT' S g F AND THE INFORMATION SHOWN _ o U J ACCURATELY REFLECTS EXISTING 11332 FIELD ------ / 4 EIELD C�7DITIONS AS OF THIS `� k�tstt��'e: F � a DATE:. Zo% F m o svlms'!i %30�Di - - � JI > N N WILLIAM SHUP6 1,160 . . RF 4 R® 99R8! f 6z 1 �I PROPOSED VERTICAL SANITARY SEWER NOTES AND SPECIFICATIONS 3 CURB & SIDEWALK, TYP: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE -' - - - - - - - - - - - - - -. - STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY - - - -- - - - - - - - - - - - - - - - - DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA ' REMOVE i �17 7��77 STANDARDS AND SPECIFICATIONS. g 1 1 E 2/ L1,4 STREET CONNECT ETO EX SS LINE - .. iNV= VERIFY DURING CONSTRUCTION) 2. ALL CONSTRUCTION SHALL BE IN L ACCORDANCE WITH "STANDARD €�sA? .. _. ,...` -. +s.: -= .-.,. ,�'".°;- s"�'.�,1f.,,,�'- . -.�' ^: -: -• � ' ' • SPECIFICATIONS CONSTRUCTION' E N TP ANDP WORS ASSOCATION1lATEST EDITION - ! RENTON STANDARD SPECIFICATIONS /�7� 2-{-00 S 1 32,,••8' .PVC � � 3. ALL LOCATIONS OF EXISTING UTILITIES SHOW 14 APPROXIMATE - S S S -T S S.. 5 S S- ;: EX SSCO p,72. \ aw AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IEX CUL RT EX. 8 PVCS SEWER STA. 3 +37.5. 1.5'RT ! EX CUIVER� SSM THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR [E-417.90 (12'C NC) IE 41877 (72 °CMPp -�- RIM= 42i-6t (MATCH PAVING) Q21 7B DISTURBANCE.. INV 44&66k VERIFY 413 °�• &HORIZONTAL ALIGNMENT 4; CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. �• r �.e,, �:. d,� r 3 �;- „.t,',Vxzle.; I DURING CONSTRUCTION) METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE p SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. ~GRA PFC,. e @ @ -LJ e.. EX_ SIDEWA to Gc�a - 5: IT HALL BE. THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. - I - - - - ,) IE= 418.45 I ! 6. PLANS APPROVED BY THE CITY OF OVER RENTON, PUBLIC WORKS (12 "CONC) ! jj;; © I 1 - CJONSTRUCT 8" SEWER EXTENSION DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. �;,T"v ON SAME ALIGNMENT AS -EX. 8" MAIN: j,q COPY OF :THESE APPROVED PLANS MUST BE ON THE JOB / STA. 1 +69 �C., VERIFY VERTICAL & HORIZONTAL INV. 1+0 _ STA• 2 +49 Q SITE WHENEVER CONSTRUCTION IS IN PROGRESS. INY =4120 STA. 3 +79 ALIGNMENT. DURING CONSTRUCTION / i, �; ;- INV=4120 I t' 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH / i NEW 6- PVC .� o EX. GA"­` AGE b SS SERVICE ®27 9 ,5`» AN AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH. -/TO 3E :MIN. TO NEW LOTS. TYP. I .HAS BEEN STAMPED AND SIGNED BY A: UCENSED PROFESSIONAL. ENGINEER OR UCENSED' PROFESSIONAL SURVEYOR. ry�RA REMOVED FF =41 .70 ; I 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE f / PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF .6 INCHES, _ MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER / ! j 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 �4/ " I ` %i EX. SHOP i '. I COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS ' BE TO - I-- o--_.� ,- ,.. --_. �� � :. - DESCRIBED. 5.00' REMOVED 6' CYCLONE )' 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON i' FENCE I KFl LED 'WITH EXISTING TRAVELED ROADWAY SHALL COMPACTED. L 12' OF 0 c ? CRUSHED ROCK - ANDMECHANICALLY COMPACTED. CUTS INTO THE iARAGE I I I - EXISTING ASPHALT SHALL BE NEATUNE' CUT: WITH SAW IN A CONTINUOUS'UNE. A TEMPORARY IMIX PATCH MUST BE PLACED MIN. FFE =420.0 f ii; e IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT, - --o- -� - ! HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND, SHALL BE PER CITY OF RENTON CURRENT STANDARDS. i c. 0 S 70 20 ' - 17: DATUM SHALL BE CITY OF'RENTON, 1988 NAVD. " FF = 421:0 ' SCALE 1" - 20' IN. F E -421.0 MIN. E LOT 2 ! M 12. ALL DISTURBED AREAS SHALL IS SEEDED AND MULCHED MEN �- 9,537 SOFT. I I OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 0.22 ACRES CYCLONE I - FOR THE PREVENTION.OF ON -SITE EROSION "AFTER THE - Q� ENCE `� `W ': 1 �;) COMPLETION OF` CONSTRUCTION. 0 _ LOT 3 z 13. ALL PIPE AND 'APPURTENANCES SHALL BE LAID ON A 10,947 SOFT PROPERLY PREPARED FOUNDATION .IN- ACCORDANCE-WITH SECTION ! 7 OF THE CURRENT STATE OF WASHINGTON STANDARD N ,I{ A SPECIFICATIONS FOR ROAD. AND BRIDGE CO TRUCTION. THIS S i LOT '°F. f SHALL INCLUDE NECESSARY: LEVELING OF THE TRENCH BOTTOM OR i 10,933. SOFT. I - THE TOP OF THE FOUNDATION, MATERIAL; AS WELL AS PLACEMENT d 0.25 ACRES AND COMPACTION OF REQUIRED BEDDING: MATERIAL, TO UNIFORM I GRADE SO THAT THE ENTIRE LENGTH UN ELD NIGEBASE. BPIPE SYMBSUPPORTED ON .A UNIFORM OL LEG/� END BEDDING SHALL'. BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. SANITARY SEWER CLEANOUT - 14: SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) UTILITY POLE - I � RUBBER GASKETED ASTM D'.3034, SDR 35, OR DUCTILE IRON TELEPHONE RISER CLASS 50. �:. WATER METER -ye MAILBOX 15: IN UNIMPROVED, AREAS, 'MANHOLE TO EXTEND MINIMUM 6 YYYYYY SIGN INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN - WATER VALVE PAVING. AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH - FENCE WOOD I I CATCH BASIN I I ® YARD DRAIN I I I I SANITARY SEWER MANHOLE 1 FIRE HYDRANT GAS VALVE D I j I I 4 GAS METER f f CEDAR TREE �I INV= 411.01 // I .# •'' -`-°- `+3! FIR TREE SgUPE oe -'ens rorrAt. t5T82ES' 11/30/08 can NOTE: EXISTING UTUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE Y y EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL :EMSTING UNDER- RECOMMENDED CHECKED FOR COMPLIANCE D GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO FOR APPROVAL 0 CITY STANDARDS 9. REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON... THE ENGINEER.. ASSUMES NO RESPONSIBILITY FOR UTIUTIES p�TE �p- e2. -0G 1�SQQ =424 =5555 NOT SHOWTJLL RBEFORE YOUODid. 1-800-424-5555 R LOCATION., ��-r- AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA) BY DATE UTIUTY UNES:.7T5 COSTLY G�: 00�!�00 ?- ?28�OWG�100 -022-c!lGdrS ,nb- SHEET2 0h; 5-33 17 01 SCANNED OCT 2 7 2006 mw [ 4 x Taste : ° -n