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Home My WebLink AboutS-225501w Q J U: \92233- 09 \92233SAN.DWG Z To Z Z 00F IA I I I I I A[ I I I A I I I I I - - -- -- - -- - I- A - -I - -- 1 1A I 1 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 1< EXIST. GRADE N SEWER PROFILE of SCALE: 1' =30' HORIZ. u 1' =3' VERT. 20 N PROPOSED GRADE p r Lo d n a 20 _ ED 19 v �k 3 W�19J 18 ------------------------------------------------------------------- ---------- ------- - - - - -- - - - - - -- - - - -- - -------------------- ----------------- - - - -- 17 w ----------------- _ ____________ N N 17 O O N tw/1 W W D 16 a II 15 -- ° o O_ °a 14 0-4 n ° D- it 14 - _., -- 13 -- - .. 27-77, 12 , N �} 8 SSGO4% II 11 0 o N. N lZ "S• m m I 10 NnTF• o o 10 w w _ - - FOR ALL PIPE CROSSINGS, SEE 9 w w ur rs�n „_�wercA�l ANNA II II CROSSING CONFLICT -�- 9 - - SHT. C5 GRADING & STORM DRAINAGE PLAN a , 8 8 7 �" - - 7 8 ST W/C 1 1140 w \ N\ 1 � I ti 1 rej I N i PROPOSED BUILDING i , O SEWER MH v3 F.F. ELEV. =i9$6 95' CTR E D 6" 1 J TE =zo.17 s.s. ass ®1.D% « W IE= 13.60,(8 "OUT) 20. So ( ) °U' Ill IE= 13.70,(6" PRIVATE IN) SEWER MH #2 X00 S WER MH //1 - '20' DRA 22.2 TE =18:85 19.3E �0 O 289793' CTR /CTR 8-PVC SS 0 0.40 %(PRIVATE) IE= 12.44, "IN) /2. Z T \V A = SEWER MH (EXIST.) , PER K.0 w S ® \ IE= 10.96, 8 "IN) -- TE =18.24 (0 1 I 320.00' IE= x-234.1( "OUT) /2• NZ \ IE =9.70, 8 "IN) NEW N Ll o IE =10.86 8" I 365• °s\ SEE SHT C1 0 'DETAIL = 9.60,8 "OUT)I e aeasr: a,.r.;.ss;;iaszvh;xra ,a.r^ra,::: ...,.<,+..w..,r: ,_. ✓.� <,,.. a:,, �s,..,,'...w zr z �, <. <,,..._ _ ::_,... o 7R R 8" VC SS 0 .40r. c IE I It (RIV TE LE. 4104 " o I F 7 F� F f - -. - C) y J Ldl C77? gym. xi /-1- 7 8 - -.. _ -__ - - - -- - T _ _ - - 6 7� �.- ......10 _. _._ . Q SEWER PLA °° 16 1I , . , �= w _ _ SEWAGE BACKFLOW FLAPGATE SCALE: 1 " =30' O tl - I _ � / TO BE INSTALLED ON 6" SIDE SEWER INSIDE MANHOLE #2 AND - (FLAP GAT) SHALL BE WETLAND 9 9 9 9 1 M8d1 STYLE N0. 47 -09, OR EQUAL / /�\ l CROS�ING CO�JFLICT S 00 °47'36" W I I 1320.39' EXIS x 237.83' cn , 17 GRAPHIC SCALE 1 BO 120 CONTRACTOR NOTE: SSCO TE =19.95 ( IN FEET) CROSSING CONFLICT IE= 15.24,(6 °OUT) U 1 inch = 30 ft. REMOVE EXISTING 36" STORM PIPE t ' 12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. FROM EXISTING MH TO DITCH. PLUG 9' (.LJ > 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE ` MANHOLE KNOCKOUT FOR EXIST. 36" ":{L L,VCiO•' Z STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE CASTING INLAND FURY. TL OR EQUAL PT. 714 STORM DRAIN PIPE. 10' END /END 6" S.S. J m PREVENTION OF ON -SIZE EROSION AFTER THE COMPLETION OF CON- 4 SEE DETAIL 5.1.4. Z- (ABS) 01.0 %/4/78 (PRIVATE) Lo STRUCTION. = 12° AX ADJUSTMENT 4^ MIN. 4&6-9-7' CTR /CTR 6 PVC SS 0 1.0% Q 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY CONE �S_ FjU /LD SE. R PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3/1 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND ' a1 sacs ,s'a LASCC" k6 -- Q W BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF MORTAR JOINTS - c W THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 4" MIN. PRECAST SECTION L V) AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO STEPS - 3/4• DEFORMED BAR �, ND HI T ° UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SJ��S SHALL - INCLUDED K oy SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE 6 -1/L �O�ti Oy �o��LPORgT yc MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR Z CONCRETE BASE BY PIPE INC.. - '--- GRAVEL BACKFILL FOR PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING 48" OR APPROVED EQUAL :e (1 MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH ^ S�'i _ IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING 1 zea7e m SANITARY SEWER NOTES &SPECIFICATIONS 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN BASE. 12 ^(TrP)L _ DISTE91-0v' 1969 STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CON- Max. plpE srzE - zt' I.D. - I%; >< ,\ / �• t. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER DER -STD. ALUMINUM I " a _ m '. "L 7 033 /I- LAD '�NINGT"- STRUCTION. GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 WHERE PIPE T- -l� SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' OR GALVANIZED STEEL 1z /D•. 7 PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL MQ 7. PLANS APPROVED BY THE PUBUC WORKS DEPARTMENT SHALL TAKE BE PVC RUBBER GASKETED ASTM D2241, SDR 26. FILLS CONCRETE SHELF 92233 -09 WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, PRECEDENCE OVER ALL OTHER PLANS. z LATEST EDITION AND CITY OF RENTON STANDARDS AND SPECIFICATIONS.. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND c0 PRECAST BASE SECTION 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST OR CAST IN SHELF. BUSH ROED & HITCHINGS INC. WHENEVER CONSTRUCTION IS IN PROGRESS. SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 3 OTHERS ON THE CONSTRUCTION SITE. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN I 4 I CIVIL ENGINEERS &LAND SURVEYORS AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN 17. MANHOLE RINGS AND COVERS O. 8 24 INCH CLEAR OPENINGS, MIN 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. EQUAL TO OLYMPIC FOUNDRY CO. O E 5822 WITH SOLID LID EXCEPT FOR -'I jjL@ END BOGY ® 2009 MINOR AVE. EAST SEATTLE, WA 98102 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE ONE 7/8 INCH DIAMETER LIFT HOLE B 1/2 INCHES FROM CENTER. COVER STYLE NO.47 -09 BR� (206) 323 -4144 SHALL HAVE WORDING 'SEWER' FOR SANITARY SEWER, OR "DRAIN' FOR TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. STORM DRAIN. MANHOLES LOCATED WITHIN EASEMENT SHALL HAVE BOLT SANITARY MANHOLE TYPICAL DETAIL 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE NO SCALE K ?r'pAAa.,�w'T>, -T:_ 4. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMIT- IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 5844W30L LNG LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO. ,�e_ CITY OF RENTON ED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF _ OF PUBLIC S T 5- 6 MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE IN WRITING BY THE DEPARTMENT LI WORK A 23 2 35. ALL " "m' "'�� '� 'w " "'� 18. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEET_- _ f. '"°;; �.-� mg DEPARTMENT OF PUBLIC WORKS STREET CLOSURES, PARTIAL K FULL, SHALL BE APPROVED E THE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ING ASTM C -443 SPECIFICATIONS. DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME THE �7- (JfFws�.- SANITARY SEWER PLAN & PROFILE DEPARTMENT, FIRE DEPARTMENT, AND 917 SHALL BE NOTIFIED 24 HOURS DESCRIBED. ALL UTILITY TRENCH BACKFILL SHALL BE APPROVED BY THE 19• ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT ? RID NOT INTENDED FOR USEASA SPRINGBROOK INDUSTRIAL CTR IN ADVANCE. OWNER'S SOIL ENGINEER. PRESSURE RELIEF VALVE. THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE - .so" P1O1E9, ,o-," "" 5. A PRECONSTRUCTiON CONFERENCE AND A 24 HOUR NOTICE SHALL BE 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING DRILLED. RENTON WASHINGTON REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CITY RIGHT -OF -WAY SHALL BE BACKFILLED WITH 5/8 MINUS CRUSHED ROCK CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL 3 PER CITY COMMENTS 6/21/ 96 DESIGNED: TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A BE NEATUNE CUT WITH A SAW IN A CONTINUOUS LINE. A TEMPORARY MIX 20. ALL PIPE THROUGH MANHOLE WALLS SHALL HAVE '0" RING RUBBER DATE: 3, 7F, /Q F; FILE NAME: Ld REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. GASKET MEETING ASTM C -478 SPECIFICATIONS, IN A MANHOLE COUPLING ' 2 PER CITY REVIEW 5/8/96 DRAWN: VJP(: CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT AND A PERMANENT HOT MIX PATCH SHALL BE PACED WITHIN 10 DAYS AND EQUAL TO JOHNS - MANVILLE. MANHOLE WALL MAY BE CORE DRILLED AND CHECKED: .IFA SCALE: 1" = 3(T' FIELD Boat: PAGE: THE OWNER'S SOILS ENGINEER 24 HOURS IN ADVANCE OF BACKFILUNG ALL SHALL ONE INCH THICKER THAN THE ORIGINAL ASPHALT OR THREE INCHES CONICAL TYPE FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE 1 PERMIT SUBMITTAL 3/26/96 CONSTRUCTION. WHICHEVER S z z X4 II I I I I jl 13 14 15 16 17 18 19 IS GREATER. INSTALLED. N0. REVISION BY APPR. DA7[ APPROVED:- _._ SHEET: C9 OF: 14 II, w Q J U: \92233- 09 \92233SAN.DWG Z To Z Z 00F IA I I I I I A[ I I I A I I I I I - - -- -- - -- - I- A - -I - -- 1 1A I 1 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 1< EXIST. GRADE N SEWER PROFILE of SCALE: 1' =30' HORIZ. u 1' =3' VERT. 20 N PROPOSED GRADE p r Lo d n a 20 _ ED 19 v �k 3 W�19J 18 ------------------------------------------------------------------- ---------- ------- - - - - -- - - - - - -- - - - -- - -------------------- ----------------- - - - -- 17 w ----------------- _ ____________ N N 17 O O N tw/1 W W D 16 a II 15 -- ° o O_ °a 14 0-4 n ° D- it 14 - _., -- 13 -- - .. 27-77, 12 , N �} 8 SSGO4% II 11 0 o N. N lZ "S• m m I 10 NnTF• o o 10 w w _ - - FOR ALL PIPE CROSSINGS, SEE 9 w w ur rs�n „_�wercA�l ANNA II II CROSSING CONFLICT -�- 9 - - SHT. C5 GRADING & STORM DRAINAGE PLAN a , 8 8 7 �" - - 7 8 ST W/C 1 1140 w \ N\ 1 � I ti 1 rej I N i PROPOSED BUILDING i , O SEWER MH v3 F.F. ELEV. =i9$6 95' CTR E D 6" 1 J TE =zo.17 s.s. ass ®1.D% « W IE= 13.60,(8 "OUT) 20. So ( ) °U' Ill IE= 13.70,(6" PRIVATE IN) SEWER MH #2 X00 S WER MH //1 - '20' DRA 22.2 TE =18:85 19.3E �0 O 289793' CTR /CTR 8-PVC SS 0 0.40 %(PRIVATE) IE= 12.44, "IN) /2. Z T \V A = SEWER MH (EXIST.) , PER K.0 w S ® \ IE= 10.96, 8 "IN) -- TE =18.24 (0 1 I 320.00' IE= x-234.1( "OUT) /2• NZ \ IE =9.70, 8 "IN) NEW N Ll o IE =10.86 8" I 365• °s\ SEE SHT C1 0 'DETAIL = 9.60,8 "OUT)I e aeasr: a,.r.;.ss;;iaszvh;xra ,a.r^ra,::: ...,.<,+..w..,r: ,_. ✓.� <,,.. a:,, �s,..,,'...w zr z �, <. <,,..._ _ ::_,... o 7R R 8" VC SS 0 .40r. c IE I It (RIV TE LE. 4104 " o I F 7 F� F f - -. - C) y J Ldl C77? gym. xi /-1- 7 8 - -.. _ -__ - - - -- - T _ _ - - 6 7� �.- ......10 _. _._ . Q SEWER PLA °° 16 1I , . , �= w _ _ SEWAGE BACKFLOW FLAPGATE SCALE: 1 " =30' O tl - I _ � / TO BE INSTALLED ON 6" SIDE SEWER INSIDE MANHOLE #2 AND - (FLAP GAT) SHALL BE WETLAND 9 9 9 9 1 M8d1 STYLE N0. 47 -09, OR EQUAL / /�\ l CROS�ING CO�JFLICT S 00 °47'36" W I I 1320.39' EXIS x 237.83' cn , 17 GRAPHIC SCALE 1 BO 120 CONTRACTOR NOTE: SSCO TE =19.95 ( IN FEET) CROSSING CONFLICT IE= 15.24,(6 °OUT) U 1 inch = 30 ft. REMOVE EXISTING 36" STORM PIPE t ' 12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. FROM EXISTING MH TO DITCH. PLUG 9' (.LJ > 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE ` MANHOLE KNOCKOUT FOR EXIST. 36" ":{L L,VCiO•' Z STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE CASTING INLAND FURY. TL OR EQUAL PT. 714 STORM DRAIN PIPE. 10' END /END 6" S.S. J m PREVENTION OF ON -SIZE EROSION AFTER THE COMPLETION OF CON- 4 SEE DETAIL 5.1.4. Z- (ABS) 01.0 %/4/78 (PRIVATE) Lo STRUCTION. = 12° AX ADJUSTMENT 4^ MIN. 4&6-9-7' CTR /CTR 6 PVC SS 0 1.0% Q 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY CONE �S_ FjU /LD SE. R PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3/1 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND ' a1 sacs ,s'a LASCC" k6 -- Q W BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF MORTAR JOINTS - c W THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 4" MIN. PRECAST SECTION L V) AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO STEPS - 3/4• DEFORMED BAR �, ND HI T ° UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SJ��S SHALL - INCLUDED K oy SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE 6 -1/L �O�ti Oy �o��LPORgT yc MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR Z CONCRETE BASE BY PIPE INC.. - '--- GRAVEL BACKFILL FOR PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING 48" OR APPROVED EQUAL :e (1 MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH ^ S�'i _ IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING 1 zea7e m SANITARY SEWER NOTES &SPECIFICATIONS 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN BASE. 12 ^(TrP)L _ DISTE91-0v' 1969 STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CON- Max. plpE srzE - zt' I.D. - I%; >< ,\ / �• t. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER DER -STD. ALUMINUM I " a _ m '. "L 7 033 /I- LAD '�NINGT"- STRUCTION. GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 WHERE PIPE T- -l� SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' OR GALVANIZED STEEL 1z /D•. 7 PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL MQ 7. PLANS APPROVED BY THE PUBUC WORKS DEPARTMENT SHALL TAKE BE PVC RUBBER GASKETED ASTM D2241, SDR 26. FILLS CONCRETE SHELF 92233 -09 WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, PRECEDENCE OVER ALL OTHER PLANS. z LATEST EDITION AND CITY OF RENTON STANDARDS AND SPECIFICATIONS.. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND c0 PRECAST BASE SECTION 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST OR CAST IN SHELF. BUSH ROED & HITCHINGS INC. WHENEVER CONSTRUCTION IS IN PROGRESS. SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 3 OTHERS ON THE CONSTRUCTION SITE. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN I 4 I CIVIL ENGINEERS &LAND SURVEYORS AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN 17. MANHOLE RINGS AND COVERS O. 8 24 INCH CLEAR OPENINGS, MIN 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. EQUAL TO OLYMPIC FOUNDRY CO. O E 5822 WITH SOLID LID EXCEPT FOR -'I jjL@ END BOGY ® 2009 MINOR AVE. EAST SEATTLE, WA 98102 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE ONE 7/8 INCH DIAMETER LIFT HOLE B 1/2 INCHES FROM CENTER. COVER STYLE NO.47 -09 BR� (206) 323 -4144 SHALL HAVE WORDING 'SEWER' FOR SANITARY SEWER, OR "DRAIN' FOR TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. STORM DRAIN. MANHOLES LOCATED WITHIN EASEMENT SHALL HAVE BOLT SANITARY MANHOLE TYPICAL DETAIL 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE NO SCALE K ?r'pAAa.,�w'T>, -T:_ 4. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMIT- IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 5844W30L LNG LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO. ,�e_ CITY OF RENTON ED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF _ OF PUBLIC S T 5- 6 MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE IN WRITING BY THE DEPARTMENT LI WORK A 23 2 35. ALL " "m' "'�� '� 'w " "'� 18. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEET_- _ f. '"°;; �.-� mg DEPARTMENT OF PUBLIC WORKS STREET CLOSURES, PARTIAL K FULL, SHALL BE APPROVED E THE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ING ASTM C -443 SPECIFICATIONS. DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME THE �7- (JfFws�.- SANITARY SEWER PLAN & PROFILE DEPARTMENT, FIRE DEPARTMENT, AND 917 SHALL BE NOTIFIED 24 HOURS DESCRIBED. ALL UTILITY TRENCH BACKFILL SHALL BE APPROVED BY THE 19• ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT ? RID NOT INTENDED FOR USEASA SPRINGBROOK INDUSTRIAL CTR IN ADVANCE. OWNER'S SOIL ENGINEER. PRESSURE RELIEF VALVE. THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE - .so" P1O1E9, ,o-," "" 5. A PRECONSTRUCTiON CONFERENCE AND A 24 HOUR NOTICE SHALL BE 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING DRILLED. RENTON WASHINGTON REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CITY RIGHT -OF -WAY SHALL BE BACKFILLED WITH 5/8 MINUS CRUSHED ROCK CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL 3 PER CITY COMMENTS 6/21/ 96 DESIGNED: TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A BE NEATUNE CUT WITH A SAW IN A CONTINUOUS LINE. A TEMPORARY MIX 20. ALL PIPE THROUGH MANHOLE WALLS SHALL HAVE '0" RING RUBBER DATE: 3, 7F, /Q F; FILE NAME: Ld REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. GASKET MEETING ASTM C -478 SPECIFICATIONS, IN A MANHOLE COUPLING ' 2 PER CITY REVIEW 5/8/96 DRAWN: VJP(: CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT AND A PERMANENT HOT MIX PATCH SHALL BE PACED WITHIN 10 DAYS AND EQUAL TO JOHNS - MANVILLE. MANHOLE WALL MAY BE CORE DRILLED AND CHECKED: .IFA SCALE: 1" = 3(T' FIELD Boat: PAGE: THE OWNER'S SOILS ENGINEER 24 HOURS IN ADVANCE OF BACKFILUNG ALL SHALL ONE INCH THICKER THAN THE ORIGINAL ASPHALT OR THREE INCHES CONICAL TYPE FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE 1 PERMIT SUBMITTAL 3/26/96 CONSTRUCTION. WHICHEVER S z z X4 II I I I I jl 13 14 15 16 17 18 19