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HomeMy WebLinkAboutzS-3127Setk KEY NOTES to (D 1-lrY e' vEt Taw w t- oowcRINE i+wusr e�ac a//��. 11c p��� /�(I ^ O ��NJ —O Y.LiM WJL `i O3 1-8' LEE (FL Y W) O 1--tYIr ROUCER (W1fFIL 1-6' 6111E VAL1� (11� � � Z 1 -CIE ARUSi ROCX s �3 CL Q4 1-FRE HIIORANT IlSSE18LY O O (DI-Cx 45' ELBOW (W) 2 z tL � 1- 1F�lJST BL00( s Li � Q6 1aF- 6'D.I.P, 01.52 0 m Q 7O 1-6'Y 45' f1B01M (Y,Q 1- Dew BLOCK J a ~' O �a W N � � le XF- 671).LP., CL52 IV11 1 -6x 45' EL N (MJ) W 1 -6 0 D.I.P., CL52 SPOOL. W 1- THRUST BLOCHC 10 =F- 6'D.LP., CL52 O 11 1 -6'x 90' ELBOW W a I—CONICRE1 7HRUJI am a 12 W- 6'D.LP., CL.52 13 1 -FIRE DEPARTMENT CONNECTION , 10' MIN. SPACING FROM FlRE HYDRANT INSioi Su14oil►i hf N W 14 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 4 a 15 CONNECT TO EXITING 1 1 /2' DOMESTIC a SERWX ABANIXIN DOSTING SERVICE LINE. a ~' O �a W N � � le L. CITY OF RENTON CONTROL POINTS �ar�) I Amok _ 20 & C 1 / JC O I-' U Uf� 11 Y L WMM COWMT rotc LITHIA HYUNDAI - RENTON PORTION OF NE 1/4, NE 1/4 OF SECTION 19,11NP. 23 N, RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WAShYNCaTON 2 �D / a - N �2 4�p•r 9 C6 TYPE i RIM 29.95 3 4 EXISTING SANITARY FORCE MAIN l IE 26.07 F �. 5 o � 7 � i FM � 8 �y FM FM 0 0 C r O o w 6 �. FM 1 /2 " FM 10 �. � � 000p 2 loo- i EXISTING 72 7-4XicR / jolol- EXISTING 1" IRRIGATION METER '•' "�� (W c 00 1000op 10000, 10;1.4 10000, EXITING 1 1/2' / '4'� / /WATER METE / / // � D �:::�:��::::::::;`::'-...: � � � � ' � � � � � 1.0, SANITARY SEWER KEY NOTES .0.0' PROMM 6@x 4V UN. 1100*0 - • a - 0 1000" � 1000, i AND PROVIDE AoatauL s-�.vc. S• / PIPYrG AS NECESSARY 1.000 / � � , 11-00' .0000P TO YK CONEC1N / / / FIELD VERIFY' Eb11NG ELEVATION .0000' / � OVER -BUILD EXISTING SIDE SEMER. e � , � PROVIDE OL/MUIER SEPARATOR UTILITY VAULT 660-SA OR EQUIVALENT. 0000, � , � � � / � / � FIELD 1�Y EbS11UG INVERT ELEVAiIOM. � � i / / COORDWAIE IM1H VAULT SUPPLIER �.a�� � / TO SPECIFY 1' DROP BEiYEEII _ ..c1' N S. nil THE CONTRACTOR SHALL BE RESP0IISIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL DOM UlLITIES VEM NO ON TyI' .1 PLANS OR NOT BY POT HOLING THE U71UM AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR T CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1- 800 - 424 -5555 AND THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY IMNETHER OR NOT CONFLICTS EAST. LOCATIONS OF SAID UTILITIES AS StiOM�l ON THESE PLANS ARE BASED UPON THE UNVENFIED PUBLIC INFORMATION AND ARE S19 CT Tn VARIATION. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AH11L INC o NO. 60 TO RESOLVE ALL PROBLEMS PRIOR M PR WITH CONSTRUCTION. NORTHING: 175890.972 FASTING: 1298016.470 Z NO. 63 NORTHING: 175977.250 EASTING: 1300794.412 V ENCHM6M PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920 DESCRIBED AS A 3' BRASS DISK STA APED "KING COUNTY SURVEY MONUMENT EN -61 1973" LOCATED It'.' SIDEWALK ON THE WEST SIDE i OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING AT 604 RAINIER AVE, SOUTH (KENTUCKY FRIED CHICKEN). BASIS OE BEARINGS NORTH 89'42'36" WEST FOR NORTH LINE OF THE NORTHE4.73 QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., PER SHOER PLAT FILE WITH KING COUNTY RECORDER UNDER NO. 9309219015. mom INLET AND OUTLET ELEVATION. o�'�, �� '''�►C�` I. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. 2. SEE DETAIL 2/C12 FOR BEDDING AND BACK U PIPE IN TRENCHES FOR F<I'JUBLE PAVEMENT D o RESTORATION. SEE DETAIL 1 /Cll FOR BEDDING AND BAOCFIII DETAIL �Fss�`ssB�� �` o 10NAL 0 3. SEE CIVIL SHEET C3.1 -C3.3 FOR NOTES AND DETAILS. w� EXPIRES 8/27/M 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES, NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. 5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, 6. SEE SHEET C13 FOR FIRE SPRINKLER AND FIRE PROTECTION NOTE. _ b � 3� s Z 0 F Q O J 2 g w h=- Z lac W i Q O z a � W >Z4 z cn U <� JQ ay � V) N oc at 4 W 4WD Jz� 44-- .- z l.� W CHECKED FOR COMPLIANCE CITY OF RENTON +� � 7. ALL ununEs � a�vA� u�u.Ess oTMERw�sE Hokin. ����"�� _I TO CITY STANDARDS II I �'I 9 D�PA�T�NT OF PUBLIC WOitILY 8 SFF SHEET C2 A FAR STORM INVERT FI FVu?W�IC �... J 9. SEE SHEET C13 FOR FIRE SYSTEM AND DOUBLE DETECTOR CHEq( INSTALLATION. BY -DATE �� UTILITY PLAN . � DATE Wink 10. SEPARATE PLAN AND UTILITY PERMIT FOR OOCVA INSTALLATION FOR FIRE SPRNA(LFR SY$iEN O C3.0 Z m WILL BE REOlAREO. °t�ONxOi D8 oATi� os -2o -2003 t 2 NENSIONS PER � OOIIME�fT'S 0118 10 103 in MCC 203046c3; 11. All PLUMBING AND MATERIAL WITHIN THE NEW BUILDING FOOTPRINT SHALL CONFORM TO UBC 1 REVISIONS PER wy r"re !� 12/03 0 osc ,• = 20� .mow_ •AM- LO AND UPC CODES. No. IAxv�ow •Y DATE APPNW4M &UTs 7 m �Q = SCANNED NOV C �,,,,� w cc' Cw/7 0 7 zoo3 FR F 11 i i M .w I h r 10 IV11 W W O O a a < W d W x m L. CITY OF RENTON CONTROL POINTS �ar�) I Amok _ 20 & C 1 / JC O I-' U Uf� 11 Y L WMM COWMT rotc LITHIA HYUNDAI - RENTON PORTION OF NE 1/4, NE 1/4 OF SECTION 19,11NP. 23 N, RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WAShYNCaTON 2 �D / a - N �2 4�p•r 9 C6 TYPE i RIM 29.95 3 4 EXISTING SANITARY FORCE MAIN l IE 26.07 F �. 5 o � 7 � i FM � 8 �y FM FM 0 0 C r O o w 6 �. FM 1 /2 " FM 10 �. � � 000p 2 loo- i EXISTING 72 7-4XicR / jolol- EXISTING 1" IRRIGATION METER '•' "�� (W c 00 1000op 10000, 10;1.4 10000, EXITING 1 1/2' / '4'� / /WATER METE / / // � D �:::�:��::::::::;`::'-...: � � � � ' � � � � � 1.0, SANITARY SEWER KEY NOTES .0.0' PROMM 6@x 4V UN. 1100*0 - • a - 0 1000" � 1000, i AND PROVIDE AoatauL s-�.vc. S• / PIPYrG AS NECESSARY 1.000 / � � , 11-00' .0000P TO YK CONEC1N / / / FIELD VERIFY' Eb11NG ELEVATION .0000' / � OVER -BUILD EXISTING SIDE SEMER. e � , � PROVIDE OL/MUIER SEPARATOR UTILITY VAULT 660-SA OR EQUIVALENT. 0000, � , � � � / � / � FIELD 1�Y EbS11UG INVERT ELEVAiIOM. � � i / / COORDWAIE IM1H VAULT SUPPLIER �.a�� � / TO SPECIFY 1' DROP BEiYEEII _ ..c1' N S. nil THE CONTRACTOR SHALL BE RESP0IISIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL DOM UlLITIES VEM NO ON TyI' .1 PLANS OR NOT BY POT HOLING THE U71UM AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR T CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1- 800 - 424 -5555 AND THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY IMNETHER OR NOT CONFLICTS EAST. LOCATIONS OF SAID UTILITIES AS StiOM�l ON THESE PLANS ARE BASED UPON THE UNVENFIED PUBLIC INFORMATION AND ARE S19 CT Tn VARIATION. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AH11L INC o NO. 60 TO RESOLVE ALL PROBLEMS PRIOR M PR WITH CONSTRUCTION. NORTHING: 175890.972 FASTING: 1298016.470 Z NO. 63 NORTHING: 175977.250 EASTING: 1300794.412 V ENCHM6M PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920 DESCRIBED AS A 3' BRASS DISK STA APED "KING COUNTY SURVEY MONUMENT EN -61 1973" LOCATED It'.' SIDEWALK ON THE WEST SIDE i OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING AT 604 RAINIER AVE, SOUTH (KENTUCKY FRIED CHICKEN). BASIS OE BEARINGS NORTH 89'42'36" WEST FOR NORTH LINE OF THE NORTHE4.73 QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., PER SHOER PLAT FILE WITH KING COUNTY RECORDER UNDER NO. 9309219015. mom INLET AND OUTLET ELEVATION. o�'�, �� '''�►C�` I. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. 2. SEE DETAIL 2/C12 FOR BEDDING AND BACK U PIPE IN TRENCHES FOR F<I'JUBLE PAVEMENT D o RESTORATION. SEE DETAIL 1 /Cll FOR BEDDING AND BAOCFIII DETAIL �Fss�`ssB�� �` o 10NAL 0 3. SEE CIVIL SHEET C3.1 -C3.3 FOR NOTES AND DETAILS. w� EXPIRES 8/27/M 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES, NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. 5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS, 6. SEE SHEET C13 FOR FIRE SPRINKLER AND FIRE PROTECTION NOTE. _ b � 3� s Z 0 F Q O J 2 g w h=- Z lac W i Q O z a � W >Z4 z cn U <� JQ ay � V) N oc at 4 W 4WD Jz� 44-- .- z l.� W CHECKED FOR COMPLIANCE CITY OF RENTON +� � 7. ALL ununEs � a�vA� u�u.Ess oTMERw�sE Hokin. ����"�� _I TO CITY STANDARDS II I �'I 9 D�PA�T�NT OF PUBLIC WOitILY 8 SFF SHEET C2 A FAR STORM INVERT FI FVu?W�IC �... J 9. SEE SHEET C13 FOR FIRE SYSTEM AND DOUBLE DETECTOR CHEq( INSTALLATION. BY -DATE �� UTILITY PLAN . � DATE Wink 10. SEPARATE PLAN AND UTILITY PERMIT FOR OOCVA INSTALLATION FOR FIRE SPRNA(LFR SY$iEN O C3.0 Z m WILL BE REOlAREO. °t�ONxOi D8 oATi� os -2o -2003 t 2 NENSIONS PER � OOIIME�fT'S 0118 10 103 in MCC 203046c3; 11. All PLUMBING AND MATERIAL WITHIN THE NEW BUILDING FOOTPRINT SHALL CONFORM TO UBC 1 REVISIONS PER wy r"re !� 12/03 0 osc ,• = 20� .mow_ •AM- LO AND UPC CODES. No. IAxv�ow •Y DATE APPNW4M &UTs 7 m �Q = SCANNED NOV C �,,,,� w cc' Cw/7 0 7 zoo3 FR F 11 i i M .w I h r d W Q a N W a a a W J Q U 0 J a a 'u- a. ~ o .T J W J z J U W J U W v Z ft 0 W W d u CL 0. Q CL 13 d W Q a N W a a a W J Q U 0 J a a 'u- a. ~ o .T J W J z J U W J U W v Z 0 W W d u Q Q 13 s no = �3 ° ZZ � >- W W p Z a W J d W Q a N W a a a W J Q U 0 J a a 'u- a. ~ o .T J W J z J U W J U W v L& z W LITHIA HYUNDAI - RENTON P09T10N OF W 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M. CRY OF RENTON, KING COUNTY, WASHINGTON SANITARY SEWER NOTES & SPEC FICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CI?Y OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 30 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON,, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 8. 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, 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE 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. 11. DATUM SHAILL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID LIN A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TREN ^,H 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 Aj'D BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 30349 SDR 35, OR DUCTILE IRON CLASS 50, 15. IN UNIMPROVED AREAS, MANHOLE TO EXPEND MINIMUM 6 INCHES AND MAXIMUM 12 INCA ES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w w�O - �i • �/l so ROLL � i9 2 °I IM MIRE M VU PLANS PLAN VIEW INLET PIPE �TM SA�wc 1EE BY 07HM ,o r DW HOLE- 1 t/2" DUL LIFT HOLE 1 EACH W 2 SAES roNiRAC10R t0 KX (0=7) AC rM 04"Al I AMAU SECTION AA M0. ]Ww GALYM� OIAl10D PLA1E Na L 000O DIIGIIC In �p� rxvw�n aworo rus CM zPLACES m umoMC -� wt -w ■ 4 PLACES COVER VIEW OUTLET PIPE �� S BY Om ir WL , W" C, It ORllr Moms AS RUMM 3/270? OIL WATER SEPARATOR UTILITY VAULT CO. MODEL 660 -SA NOT To scue F Ft A�OOirN�ENDED A144OVAL 8Y BY BY CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 280 CHECKED FOR COMPLIANCE 10)CITY STANDARDS �29:4/yz� DATE /0­10-2 DATE DATE Al y S of �rASR 9` » 1 ST�'� sJ4NAL EXPIRES 8/27/05 in BMW as ®I � i1iCt�llllT M A=NWM am ac 1M-a-m AID own Mil aoa wwt ALMAIl Q AM or im aa�alalAwir ar is aao� W au alMAml m wart IN a■�oA.l w smax M anus Ap oEUM lO rMAS MW d AM aswa"all IF Maalo K a>- IL s X pumm ar M Aw a of 10 It III M an as M wt FIN AMT am Foal am It a1111sM &%=" To W AIL Z 0 F_ Q U 0 L1J J F- O ca 3� c�3 �o a $w a ac N J �D r.� • W i a z a J J cn Q0: W �z� VQ0 .J 0 CL cf-W E- W> OC � V1 p� iW� WN ..J z z U— LU E O i a � o .f T } o `r � J1 �ry _n m 0 N C N N n n .n v� V W C O t. n CITY OF RENTON DIRFARTURNT OF PUBLIC WORKS UTILITY NOTES & DETAILS Mal 09090M D8 DATEI 06 -20 -2003 FEE � ' 203046c31 Ott 10 MCC DirlO 9/12/03 Of1E0Kta DSG EGALE' NTS � Boom _ PA46 _ SY A'M. DATE APPROVER w YETI 8 I 10 Cris ; ,�'•. 7 a APolklen NOV • 7 2003 • 0 Z m O J m or 'Q S 0 t N s • W W d u a W Q l.. Q x to L& z W LITHIA HYUNDAI - RENTON P09T10N OF W 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M. CRY OF RENTON, KING COUNTY, WASHINGTON SANITARY SEWER NOTES & SPEC FICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CI?Y OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 30 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON,, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 8. 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, 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE 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. 11. DATUM SHAILL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID LIN A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TREN ^,H 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 Aj'D BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 30349 SDR 35, OR DUCTILE IRON CLASS 50, 15. IN UNIMPROVED AREAS, MANHOLE TO EXPEND MINIMUM 6 INCHES AND MAXIMUM 12 INCA ES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. w w�O - �i • �/l so ROLL � i9 2 °I IM MIRE M VU PLANS PLAN VIEW INLET PIPE �TM SA�wc 1EE BY 07HM ,o r DW HOLE- 1 t/2" DUL LIFT HOLE 1 EACH W 2 SAES roNiRAC10R t0 KX (0=7) AC rM 04"Al I AMAU SECTION AA M0. ]Ww GALYM� OIAl10D PLA1E Na L 000O DIIGIIC In �p� rxvw�n aworo rus CM zPLACES m umoMC -� wt -w ■ 4 PLACES COVER VIEW OUTLET PIPE �� S BY Om ir WL , W" C, It ORllr Moms AS RUMM 3/270? OIL WATER SEPARATOR UTILITY VAULT CO. MODEL 660 -SA NOT To scue F Ft A�OOirN�ENDED A144OVAL 8Y BY BY CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 280 CHECKED FOR COMPLIANCE 10)CITY STANDARDS �29:4/yz� DATE /0­10-2 DATE DATE Al y S of �rASR 9` » 1 ST�'� sJ4NAL EXPIRES 8/27/05 in BMW as ®I � i1iCt�llllT M A=NWM am ac 1M-a-m AID own Mil aoa wwt ALMAIl Q AM or im aa�alalAwir ar is aao� W au alMAml m wart IN a■�oA.l w smax M anus Ap oEUM lO rMAS MW d AM aswa"all IF Maalo K a>- IL s X pumm ar M Aw a of 10 It III M an as M wt FIN AMT am Foal am It a1111sM &%=" To W AIL Z 0 F_ Q U 0 L1J J F- O ca 3� c�3 �o a $w a ac N J �D r.� • W i a z a J J cn Q0: W �z� VQ0 .J 0 CL cf-W E- W> OC � V1 p� iW� WN ..J z z U— LU E O i a � o .f T } o `r � J1 �ry _n m 0 N C N N n n .n v� V W C O t. n CITY OF RENTON DIRFARTURNT OF PUBLIC WORKS UTILITY NOTES & DETAILS Mal 09090M D8 DATEI 06 -20 -2003 FEE � ' 203046c31 Ott 10 MCC DirlO 9/12/03 Of1E0Kta DSG EGALE' NTS � Boom _ PA46 _ SY A'M. DATE APPROVER w YETI 8 I 10 Cris ; ,�'•. 7 a APolklen NOV • 7 2003 • 0 Z m O J m or 'Q S 0 t N s •