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Home My WebLink AboutS-271506N � � O °' o Q N 8 � L(� AA� S a o� 1/ �`` VI Q L U% Z r Q ~ I J � W J T � � W Y � W '� Q � � z U W � � � - J W (n Z � r � 0 1 c A 0 0 i �� •= o 'I' �� m V- z s = �� 3Q �) � z �w 4i � LLJ � � W { U � \e'c o) � � � �� ( �N j �� c � J o �; d � m ^w � �� Q 0 O �� cv ..` `.trees ae� i` �i« _ ,j. - ��`Ti�l� 324 g C 32° o� II° 6 _ _ -___ __- �� o _ +.ZM I�tU 1W II BW =3220 `V - �`iz F1 - +�zm TW =324.0 1 6" SIDE SEWER "SSMH //1 ®2.0% MIN., TYP. STA. 0 +12.5, 5'RT RIM =323.6 _ .. -,,._ INV= 313.77 (N &W) �- INV= 313.67 (E) 1 � � Js ` � � -° � C�1H�UZBCUT �� '��, � �� STA. 2 +38, 31.94'L ��`\`4`7� � RIM= 326.80 INV= 312.71 (W) ,� _ '\ INV= 312.67 (S) CONC. SIDEWALK C. CURB &GUTTER �� 6° SIDE SEWER ®2.0% MIN., NP. 11 � I � i m � t >4�. � i�NV � 10 ® W = ;33799 D � ° -.I 1.5' SIDEWALK � EASEMENT 1.5' SIDEWALK � � Q _.) "° i - EASEMENT -� I � % � �Zr 5 zz" I � �c" A V �/ O 00 5'x�' HYDRANT EASEMENT zc' z� t2' CURBCUT N 88'75'15" W 78 25 °-_ N 00 37 03° E 20 00' i2' Pa FD 0 -.I VE,.A _POt.'____ -- _II N I ° ,/I / a 11 = s I I I PJi = + 4 ° \ ' �x SANITARY SEWER NOTES AND SPEgFlCAT10N5 x 1. ALL YJORK MATERIALS SHALL BE IN CONFORMANCE WITH THE a STANDARDS AND SPECIFICATIOtJS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HCURS OF WORK IN THE STP.EET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 1 I 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE APPRCVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE X tJOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION° PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WOP.KS I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I STANDARD SPECIFICATIONS. o I 4. ALL LOCATIONS OF EXISTING UTILITIES SHGWN ARE APPROXIMATE n AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TG VERIFY THE o TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR x DISTURBANCE. 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL 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 CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL I CONSTRUCTION. X 6. CONTRHCTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS �i AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS SCALE 1" = 20' 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. DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. x 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 THESANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR I LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE x PIPE IN LAYERS YJITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE r 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 ROAD�!AY 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. N iS� 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED Ok T� �� OTHERWISE STABILIZED 70 THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. t5. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE KITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR _.. ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY � BR DGE�ONSTRUCTION. TH SN SHALES NCLIUDE N�CESSARY OLEVEtJNG ��L DC �jl OF THE TRENCH BOTTOM OR THE TOP OF THE FCUNDATION MATERIAL VP �O � `HC ��.� , � ° � AS W'EL� AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING aJ ¢� ��'� �� "' I E E - :I T. CUPa u � �( F � � ., L MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � y ��^ � 2 -_�,, m � C'�1 °� �` - PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ^'` _i D`lva F j�l t � � ;�; PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELDW THE � � ,11��ii CI;T & '.ar Cr! J � � - PIPE. o J c Tlli; asPHFI.T �� I �r ?G � h I 76. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SAWCUT EXISTING ASPHALT ___ - - -i°- -- RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. YT- -Lh'^� FOR SEWER EXTENSION ° °- + REMOVE CLEANOUT _ Fxv :,�s - RIFY `�j 00 77 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES Y:.r 1t ..3�10� - RESTORE PEP. C.O.R. °o INV- 3+7- 42'(VE II . TRENCH &PAVING I I � PRIOR TO ONSITE 4 �` STANDARDS o f I I SEWER - CONSTRUCTION) .� n � °r � ' Q I I I o ®�� I w 25' 40 25 o m° I car m m -- -i o WN �> � - EXIST FI �I{ � " ` HYDRANT "'j - _ - - ///�� o � EYISTING DEAD . � � � � � v I END WATER LINE ' (CAST IRON OR STEEL) _' � s � SANITARY SEWER PROVIDED o " Z p BY CITY OF RENTON L.I.D. o W W w � WM � ° � �p - s' - :'�s ROLL 161 1 1 SSMH// 4 RIM= .3i?. §66 '.2Z4'�61 - - ABOVE FINISHED GRADE. IN PAVED AREA, c° d ALL DIRECTIONS TO MATCH PAVING. NOTE: W I M - INV = .338 :6� jl'].�i 10 SSMH// -3' W/ DROk7 °CONNECTION FROM WEST PER GO.R ' � � � ACCURATELY REFLECTS EX {STING FIELD``/�fC�ONDInnTInnDNS A /S��OF THIS GATE: d � „+y �iw� !fz��l� Co�Lt f °� DETAIL 8075 zz' � -' � b INV= STA. 4 +11, 0'R '�tIM= 327.78327.1`f ° � 3:7 318.5 �� - INV = 316.75 (W)311.44- ti� i °� -: �� I L. ,�`� _._ - _____- ___�f�l -.___ __._. i. __ _ ziiNJ- _.____-____.0 ±981 _� INV =�( � _ __. - 311.5<11NV= 311.86 N) '7 r � -_ __� -1'?!= INV= 311_ZFi�.S1�0 ±37 _ i �d••4f. ,F f 26' DRAINAGE 10' ry31 �.0 1 I ISq� 319.0; �8" PVC ®2.007; ,('J�'L7 -� __� 1 1 �z(INV= � 319.0 i � o0 � e 4 EASEMENT 75' SEWER ES0.!T { I __ - -- 7- - -_- � __ -_- - �_ - - - �, � � 26' DRAINAGE/ ACCESS EASEMENT �. � t ,' � � - ._ _ , :, `L � 2 2' CURBCU' �- ` �� ____ O. II -- g ____ ,. , -\ - ��' I �_.� -_ ' -i N 88'15'15" W 292.46" - � - - -��- Q i.: I I BW =324.0 4+38 g7 TW =325.0 ❑ _ PµC � ' I / �c" A V �/ O 00 5'x�' HYDRANT EASEMENT zc' z� t2' CURBCUT N 88'75'15" W 78 25 °-_ N 00 37 03° E 20 00' i2' Pa FD 0 -.I VE,.A _POt.'____ -- _II N I ° ,/I / a 11 = s I I I PJi = + 4 ° \ ' �x SANITARY SEWER NOTES AND SPEgFlCAT10N5 x 1. ALL YJORK MATERIALS SHALL BE IN CONFORMANCE WITH THE a STANDARDS AND SPECIFICATIOtJS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HCURS OF WORK IN THE STP.EET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 1 I 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE APPRCVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE X tJOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION° PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WOP.KS I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I STANDARD SPECIFICATIONS. o I 4. ALL LOCATIONS OF EXISTING UTILITIES SHGWN ARE APPROXIMATE n AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TG VERIFY THE o TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR x DISTURBANCE. 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL 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 CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL I CONSTRUCTION. X 6. CONTRHCTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS �i AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS SCALE 1" = 20' 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. DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. x 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 THESANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR I LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE x PIPE IN LAYERS YJITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE r 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 ROAD�!AY 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. N iS� 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED Ok T� �� OTHERWISE STABILIZED 70 THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. t5. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE KITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR _.. ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY � BR DGE�ONSTRUCTION. TH SN SHALES NCLIUDE N�CESSARY OLEVEtJNG ��L DC �jl OF THE TRENCH BOTTOM OR THE TOP OF THE FCUNDATION MATERIAL VP �O � `HC ��.� , � ° � AS W'EL� AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING aJ ¢� ��'� �� "' I E E - :I T. CUPa u � �( F � � ., L MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � y ��^ � 2 -_�,, m � C'�1 °� �` - PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ^'` _i D`lva F j�l t � � ;�; PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELDW THE � � ,11��ii CI;T & '.ar Cr! J � � - PIPE. o J c Tlli; asPHFI.T �� I �r ?G � h I 76. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SAWCUT EXISTING ASPHALT ___ - - -i°- -- RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. YT- -Lh'^� FOR SEWER EXTENSION ° °- + REMOVE CLEANOUT _ Fxv :,�s - RIFY `�j 00 77 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES Y:.r 1t ..3�10� - RESTORE PEP. C.O.R. °o INV- 3+7- 42'(VE II . TRENCH &PAVING I I � PRIOR TO ONSITE 4 �` STANDARDS o f I I SEWER - CONSTRUCTION) .� n � °r � ' Q I I I o ®�� I w 25' 40 25 o m° I car m m -- -i o WN �> � - EXIST FI �I{ � " ` HYDRANT "'j - _ - - ///�� o � EYISTING DEAD . � � � � � v I END WATER LINE ' (CAST IRON OR STEEL) _' � s � SANITARY SEWER PROVIDED o " Z p BY CITY OF RENTON L.I.D. o W W w � WM � ° � �p - s' - :'�s ROLL 161 1 1 SgUPE ,rQ�w OF WAg .yi � $ p RECOMMENDED � � FOR APPRObAL ,p„l��cq l gy _ '� I�ONSAf L�� HY �EXPIAFS 11/3D/90 � UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND A S, � (2 A • � W `. UTILITY ONES. IT'S COSTLY 04 �J Lig,� ��' NOTE: before � ®U EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®g �� I EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- + GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO n`cPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN I I ® ®/� C I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1- ® ® ®- 424 °%iPa��7 NOT SHO CALOLRBE OREIEYOUODI G:HOWN SOOTM424 SOSER LOCP.TION. CIS. ��2775'02 /ire; �'- s)7Sd6 e� ®aN�DECIQ�! AND MAXIMUM 18 INCH COVER MUST SLOPE IN _ - - ABOVE FINISHED GRADE. IN PAVED AREA, c° d ALL DIRECTIONS TO MATCH PAVING. NOTE: THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN � ACCURATELY REFLECTS EX {STING FIELD``/�fC�ONDInnTInnDNS A /S��OF THIS GATE: d � „+y �iw� !fz��l� Co�Lt f °� Wll TAM SHUP HOL E 6 PLSKI 2 SgUPE ,rQ�w OF WAg .yi � $ p RECOMMENDED � � FOR APPRObAL ,p„l��cq l gy _ '� I�ONSAf L�� HY �EXPIAFS 11/3D/90 � UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND A S, � (2 A • � W `. UTILITY ONES. IT'S COSTLY 04 �J Lig,� ��' NOTE: before � ®U EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®g �� I EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- + GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO n`cPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN I I ® ®/� C I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1- ® ® ®- 424 °%iPa��7 NOT SHO CALOLRBE OREIEYOUODI G:HOWN SOOTM424 SOSER LOCP.TION. CIS. ��2775'02 /ire; �'- s)7Sd6 e� ®aN�DECIQ�!