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Home My WebLink AboutTED4003316.2II� F- d) U) CL I� , v, r) r, , NkLK s i , : #� UllL�i..}ii''i'' 3 x> I <7 s< = � .. , w HOARD yat+i i t 1 "RECORD OCA. €ION) q' 4 # =r , u_ 49 �. ASS ki ti �1'o1E ti � 10,001,gig''{ ,Ei '10NE E ! � "JI +,�."s 1( �:E . i�!`,1 S..i ...';760 .tl. .. } 5,i AUS — — 1 1 €,. — y-----_T REC, NL ? 11 f)1 1 -- _—.---------- € — — — — — I I I I 1_ - i t w 4_' j,l SW 1 /4 SEC 10, TWP 23N, RGE 5E, W.M. SITE BENCHMARK NO.4:- 1 TOP SW BASE BOLT I I I T 4! -_._LIGHT STANDARD I EL=398.28 k >, - ..... ...... €I I I I Imo: I i P 12 4 .1't,,.. {, ... _.... _ ..... -.. .. ...3 .. _. ...-. _.Y i -r',. •�i____'e .. ____.____ ._._ � _ ) . N C I z a ,t �1 1 � t i z. C F -� ., - S E3 2 E- ,•#-r; �;; __:—..._ .m .. I,M ,. Y•t SITE BENCHMARK 3 i _ _ _. _ _ _. ,. 3 yi CHISELED SQUARE A _ -- --TEAST R # _ _ .._. z , _ 4 _a..... - E Y _..._ ....___�_ ..—..._.. ...._ ._.tip,. _.........�....:.._.�.. _.. ,. _. `T .... .:.__..._..,..m_ �.. ....._.. _., ....__.._._: N*E* 4TH P F STREET"' m.. = -v _ (S- E 128THSTREET)_ __ - - �€ v _ _ _E. pit�f,_ : - 'T-....':. ' L _.�� Ft� ..�.y...�t NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06-06-05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. S 0 UND CONS ULTANTS, LLC LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765-5053 fax (425)823-5313 email j.jvh@comcast.net EXPIRES 1/25/07 71 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. REVISION SURVEYED: DESIGNED: JVH JVH 4.05.06 DRAWN: JVH. JVH 1.13.06 CHECKED: TAP BY DATE APPR APB: GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft 80 CONSTRUCTION SEQUENCE 1. CONTACT THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND SCHEDULE A PRECONSTRUCTION MEETING. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3. INSTALL FILTER FABRIC FENCE AND CB PROTECTION. 4. PERFORM DEMOLITION OPERATIONS AS REQUIRED. 5. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURED CONTINUED PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THE ORIGINAL DESIGN CONDITION. 6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE RECCOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT PREPARED BY LSI ADAPT, INC., DATED JULY 13, 2005. 7. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS DETAILED ON THE PLANS. TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD BY AN ON —SITE SOILS ENGINEER. IT MAY BE NECESSARY TO INSTALL GEOTEXTILE FABRIC IN THE TRENCH PRIOR TO PLACEMENT OF GRANULAR BEDDING FOR PIPES AND CATCH BASINS. 8. CONSTRUCT NEW BUILDING. DURING THE CONSTRUCTION PERIOD, ANY AND ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED ON SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE CONTAMINATION OF STORMWATER. 9. FINAL GRADE AND PAVE SITE. 10. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. 11. CLEAN STORM DRAINAGE SYSTEM DO NOT FLUSH AFTER VEGETATION HAS BEEN ESTABLISHED. 12, REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 13. FINAL INSPECTION. SCALE VERTI1 =20 HORIZONTAL, Now 83/ '� CITY 0 F rr r HORIZONTAL: NAD 1983/1991 �► RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY LEGEND: FILTER FABRIC FENCE X X LIMITS OF CONSTRUCTION CB PROTECTION 0 R 33�boZ- DATE -- EROSION & SEDIMENT CONTROL PLAN 9-12-05 SAFEWAY No. 1468 FUEL FACILITY ADDITION FIELDBOOK: FAGS 4300 NE 4th STREET DRAWING N0: RENTON, WASHINGTON C —1 O 2 IN FORM, INC. Ste: 2 OR 5 cz -7L=, 21530S5LnrvrvEO MAY 012W6 A—HNINNAA r) r, , NkLK s i , : #� UllL�i..}ii''i'' 3 x> I <7 s< = � .. , w HOARD yat+i i t 1 "RECORD OCA. €ION) q' 4 # =r , u_ 49 �. ASS ki ti �1'o1E ti � 10,001,gig''{ ,Ei '10NE E ! � "JI +,�."s 1( �:E . i�!`,1 S..i ...';760 .tl. .. } 5,i AUS — — 1 1 €,. — y-----_T REC, NL ? 11 f)1 1 -- _—.---------- € — — — — — I I I I 1_ - i t w 4_' j,l SW 1 /4 SEC 10, TWP 23N, RGE 5E, W.M. SITE BENCHMARK NO.4:- 1 TOP SW BASE BOLT I I I T 4! -_._LIGHT STANDARD I EL=398.28 k >, - ..... ...... €I I I I Imo: I i P 12 4 .1't,,.. {, ... _.... _ ..... -.. .. ...3 .. _. ...-. _.Y i -r',. •�i____'e .. ____.____ ._._ � _ ) . N C I z a ,t �1 1 � t i z. C F -� ., - S E3 2 E- ,•#-r; �;; __:—..._ .m .. I,M ,. Y•t SITE BENCHMARK 3 i _ _ _. _ _ _. ,. 3 yi CHISELED SQUARE A _ -- --TEAST R # _ _ .._. z , _ 4 _a..... - E Y _..._ ....___�_ ..—..._.. ...._ ._.tip,. _.........�....:.._.�.. _.. ,. _. `T .... .:.__..._..,..m_ �.. ....._.. _., ....__.._._: N*E* 4TH P F STREET"' m.. = -v _ (S- E 128THSTREET)_ __ - - �€ v _ _ _E. pit�f,_ : - 'T-....':. ' L _.�� Ft� ..�.y...�t NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06-06-05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. S 0 UND CONS ULTANTS, LLC LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765-5053 fax (425)823-5313 email j.jvh@comcast.net EXPIRES 1/25/07 71 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. REVISION SURVEYED: DESIGNED: JVH JVH 4.05.06 DRAWN: JVH. JVH 1.13.06 CHECKED: TAP BY DATE APPR APB: GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft 80 CONSTRUCTION SEQUENCE 1. CONTACT THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND SCHEDULE A PRECONSTRUCTION MEETING. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3. INSTALL FILTER FABRIC FENCE AND CB PROTECTION. 4. PERFORM DEMOLITION OPERATIONS AS REQUIRED. 5. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURED CONTINUED PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THE ORIGINAL DESIGN CONDITION. 6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE RECCOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT PREPARED BY LSI ADAPT, INC., DATED JULY 13, 2005. 7. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS DETAILED ON THE PLANS. TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD BY AN ON —SITE SOILS ENGINEER. IT MAY BE NECESSARY TO INSTALL GEOTEXTILE FABRIC IN THE TRENCH PRIOR TO PLACEMENT OF GRANULAR BEDDING FOR PIPES AND CATCH BASINS. 8. CONSTRUCT NEW BUILDING. DURING THE CONSTRUCTION PERIOD, ANY AND ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED ON SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE CONTAMINATION OF STORMWATER. 9. FINAL GRADE AND PAVE SITE. 10. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. 11. CLEAN STORM DRAINAGE SYSTEM DO NOT FLUSH AFTER VEGETATION HAS BEEN ESTABLISHED. 12, REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 13. FINAL INSPECTION. SCALE VERTI1 =20 HORIZONTAL, Now 83/ '� CITY 0 F rr r HORIZONTAL: NAD 1983/1991 �► RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY LEGEND: FILTER FABRIC FENCE X X LIMITS OF CONSTRUCTION CB PROTECTION 0 R 33�boZ- DATE -- EROSION & SEDIMENT CONTROL PLAN 9-12-05 SAFEWAY No. 1468 FUEL FACILITY ADDITION FIELDBOOK: FAGS 4300 NE 4th STREET DRAWING N0: RENTON, WASHINGTON C —1 O 2 IN FORM, INC. Ste: 2 OR 5 cz -7L=, 21530S5LnrvrvEO MAY 012W6 A—HNINNAA