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HomeMy WebLinkAboutS-364304PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. ^ �`1 G a 00(0y s> 3}2 CPC SIGNAL POLII: DAP M NA VC S C2 ^A5'G'v "4 0* O NV 397.4 lr r ^ @ `-,- -' n� ,lr' FEG ta.,.6u201G4vu9CC1 I ;Pal i // jC ?25 _ t - - - -396- < 0 V G iD O� !J Q . O ,6 , o r1 W r F53 z N , -In C z Y _0 i X00 0 z O00 I:: y RFc. NO. 79^v'a2Ci1517. kA" HAY ICRYINA E. rn 0 ? ..C� I, O� Q . O ,6 , o �LLK W r F53 z N , -In C S3 Y _0 i X00 0 z O00 43i 40" r 0 O 119 1 1 1 RFc. NO. 79^v'a2Ci1517. kA" HAY ICRYINA E. rn ? 3 I, Q . O ,6 , o W r MCDONALD'S Y N , I � � PROTOTYPE: 45- 87( +5) Y z z 4,185 SF III IN SZI qk �'j: �� i• •t� v HALE A. t t C _ u .3 CQVEPLD PLAY P,REA. i 7 R `t i1 TEI II ;� 11 €� z nh�' t ., - •i�.:, -µr }..I /.,' ASPHALT SYSEM EASEW I Pk ; \ ,�_ :xTR�`_D CONC. PAJ,hG RCS. h0 791. 3807'}1. "URB I i 28 - -Ud30L��.?i_' ..� _ PT M kAN Ej RIM 399.0 �tflltlJ Rile: 3:38.9 CA3 AS?HALT r PAVING Q R > Ot'I,'sLLC .. �O s T7OR 14 43RD ST �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 NEW - I, s N ,6 , o o M MCDONALD'S Y N , PROTOTYPE: 45- 87( +5) Y 4,185 SF RIM N 19 F FFE = 399.0 0 0 NV 1 119 1 1 1 20 0 0 i 1 1 2 21 p , , ASF i iAl i i PA ; ;I \I c c: (lr I 1 i W V V i 9DCVA W-7 l I'i o I q SIORM M €.{ yam ( r 1 1 ASPHIkLT v P PHVI G � v C3 i p p f;0 6 3 30 l li 86 V i 7 R `t i1 TEI II ;� 11 €� z nh�' t ., - •i�.:, -µr }..I /.,' ASPHALT SYSEM EASEW I Pk ; \ ,�_ :xTR�`_D CONC. PAJ,hG RCS. h0 791. 3807'}1. "URB I i 28 - -Ud30L��.?i_' ..� _ PT M kAN Ej RIM 399.0 �tflltlJ Rile: 3:38.9 CA3 AS?HALT r PAVING Q R > Ot'I,'sLLC .. �O s T7OR 14 43RD ST �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5