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HomeMy WebLinkAboutR-406303_J w m Q a N O N a z w i r7 rn DO i D 0 00 / O O CD 00 i In w CONSTRUCTION SEOUENCE: 1. SCHEDULE A PRECONSTRUCTION MEETING WITH CITY OF RENTON AND OBTAIN ALL REQUIRED PERMITS. 2. GIVE PROPER NOTICE TO ADJACENT PROPERTY OWNERS. VERIFY NOTICE REQUIREMENTS WITH DEVELOPER. 3. OBTAIN UTILITY LOCATES. 4. ESTABLISH CLEARING AND GRADING LIMITS. 5. POTHOLE EX. UTILITIES FOR VERTICAL AND HORIZONTAL LOCATIONS 6. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 7. CONSTRUCT PROTECTION DEVICES FOR CRITICAL AREAS AND SIGNIFICANT TREES PROPOSED FOR RETENTION. 8. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY. 9. GRADING ACTIVITIES CAN BEGIN, ONLY AFTER ALL DRAINAGE AND EROSION CONTROL MEASURES ARE IN PLACE. 10. MAINTAIN EROSION CONTROL MEASURES THROUGH PROJECT TO ENSURE SOILS ARE STABILIZED. F#-] EROSION CONTROL CALLOUTS: 1. CONTRACTOR TO INSTALL SILT FENCE AS PER CITY OF RENTON STANDARD DETAIL 214.00 AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1 /C3.1. 2. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AS PER CITY OF RENTON STANDARD DETAIL 216.30 AT ALL EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 3/C3.1. 3. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10. SEE DETAIL 4/C3.1. 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. 5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP PER CITY OF RENTON DETAIL 211.00. CONTRACTOR TO INSTALL SEDIMENT TRAP. SEE DETAIL 6/C3.1. SEDIMENT TRAP TO BE SIZED PER 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SEDIMENT TRAP SIZING EQUATION (D.2.1.5.1 SEDIMENT TRAP): SA = 2 X 0.17(02)/0.00096 = 354 SQUARE FEET MINIMUM 6. APPROXIMATE LOCATION OF INTERCEPTOR SWALE PER 217.10. SEE DETAIL 5/C3.1. RECORD TESC AND DEMOLITION PLAN FOR CHICK=FIL=A RENTON \ 11 \I 1 1 POWER EASEMENT ASBUILT LOCATION 1 i \ 1 �O o *G \ 2 / 1 00 sa P\ \ 13 \TI E 5 LdP 21 p o �. ° m 4 4 1 m \ sD _ 'p ♦ S� o 02 1 1 4 00 rSD 5 00 14 �\ 00 4 ,___-- rn 10 b to L T'`2 0 CITY 0 REN 0F C F N \o ° 0 , 19 S AMENDED SHORT PLAT.-'' 12 a� \ 10 LU' 16-000254"- 2 G. ` 13 KC REC N0.2t, 161212900010 00�e TITLE PARCEL II SEWER EASEMENT , \ ��.•' ry \ ° REC. NO. 5253595 ♦ \ \ / o 01 \OF I\ TREE PROTECTION NOTE: \ 0"" '' 100, / / / / �� 8 CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE / 15' X 100' \`�� Ns \ +�'/�� S10°53'15"W PROTECTION MEASURES. 1SEWER SMRECE NOT 3 J 42.03 \ , 9708110700 �� 1 00 0 NOTIFICATION REQUIREMENT NOTE: 29 - 31 PROPOSED DEVELOPMENT INCLUDES WORK ON PROPERTY LINE WITH ADJACENT / 1 8 9 PARCELS. CONTRACTOR TO CONFIRM WITH WARE MALCOMB (425-670-6706) ° \ \ / �i, ` /� I 4 8'5T04"E AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR / ° 4 9 ` 1 2 AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASINGIj CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ..4 ` ® s �1 000 6 /' �+� lk ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT PRIOR TO ��L`'°j CONSTRUCTION. �\ sjJ ' -- O SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY!, STATE OF WASHINGTON V ° vQ s 2 32 11 KC REC NO. 9410201209 I 0 7 9 , , "• 1 - 5 � 6 3 \ i -1 Wo 17 3 / / �j OF 17 ;" \ 1 2 4 ' 413 13 11 . • �'\ '000 `o ' / j♦ \ \ 60. p OF I F- 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 \ ® DEMOLITION CALLOUTS: 1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF -SITE. ASPHALT WORK FOR WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED DURING TIMES WHERE FRED MEYER IS CLOSED. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE, UNDER SEPARATE PERMIT. 3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE. 4. DEMOLISH EXISTING STORM LINE AND APPURTENANCES. DISPOSE EXISTING STORM LINE AND APPURTENANCES OFF -SITE. 5. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF -SITE. COORDINATE EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. CAUTION! EXISTING ELECTRICAL IS TO BE PROTECTED IN PLACE UNTIL THE EXISTING TRANSFORMER IS DISCONNECTED. 6. REMOVE EXISTING SIGN AND DISPOSE OF OFF -SITE (TYP). 7. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY DURING CONSTRUCTION. SEE DETAIL 2/C3.1. 8. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST AS NECESSARY DURING CONSTRUCTION. 9. DEMOLISH EXISTING GAS LINE AND APPURTENANCES AND DISPOSE OFF -SITE. CONFIRM WITH PURVEYOR WHETHER THE EXISTING GAS LINE AND APPURTENANCES HAVE PREVIOUSLY BEEN DEMOLISHED. COORDINATE WITH PURVEYOR FOR CAPPING REQUIREMENTS. 10. PROTECT EXISTING SANITARY LINE AND APPURTENANCES TO REMAIN. 11. PROTECT EXISTING UTILITY TO REMAIN. 12. REMOVE EXISTING TREE (TYP). 13. REMOVE EXISTING CONCRETE WHEEL STOPS (TYP). 14. REMOVE EXISTING LOT LIGHT. 15. PROTECT EXISTING TREE TO REMAIN (TYP). 16. EXISTING SHED ALREADY REMOVED. 17. REMOVE EXISTING BOLLARD AND DISPOSE OFF -SITE (TYP). 18. RELOCATE EXISTING 1.5" WATER SERVICE AND METER TO 364 RENTON CENTER WAY. 19. PROTECT EXISTING BOLLARDS TO REMAIN. 20. REMOVE EXISTING TRANSFORMER. CAUTION: PROTECT EXISTING PRIMARY ELECTRICAL LINES AND TRANSFORMER IN PLACE UNTIL NEW PRIMARY LINE AND TRANSFORMER ARE INSTALLED. REMOVE TRANSFORMER AND PRIMARY SERVICE LINE ONCE IT IS DE -ENERGIZED BY PURVEYOR. COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 21. REMOVE EXISTING WOODEN CURB AND DISPOSE OFFSITE. 22. RELOCATE EXISTING FIRE HYDRANT. SEE C9.0 FOR RELOCATION AND FURTHER DETAILS. 23. EXISTING UTILITY SERVICES ARE LOCATED WITHIN THIS AREA. UTILITIES WITHIN THIS CORRIDOR INCLUDE TELEPHONE, GAS AND POWER. THESE UTILITIES WILL BE ADJUSTED TO REROUTE AND REMAIN IN SERVICE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATION OF AND PROTECTING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 24. ABANDON EXISTING 4" C.I. WATER AFTER TRANSFERRING EXISTING 1.5" WATER SERVICE AND METER TO 8" WATER MAIN IN RENTON CENTER WAY. CUT AND CAP EXISTING 4" WATER AT MAIN LINE (BY CITY FORCES). SEE C9.0 FOR MORE INFORMATION. 25. RELOCATE EX. STREET LIGHT. SEE SHEET C7.0 FOR LOCATION. 26. CUT AND CAP EXISTING WATER SERVICE AT MAIN LINE (BY CITY FORCES). CONTRACTOR TO OBTAIN AND COMPLETE ANY NECESSARY PERMITS AND CONFIRM SCOPE OF WORK PRIOR TO CONSTRUCTION. 27. PROTECT EXISTING SIGNAL POLE TO REMAIN DURING CONSTRUCTION. 28. PROTECT EXISTING CONCRETE PAD WITH ENGRAVED SIGN. 29. CUT AND CAP EXISTING 1.5" WATER SERVICE AND METER TO 367 RAINIER AVE S. 30. PROTECT EXISTING WATER METER TO REMAIN FOR LANDSCAPE IRRIGATION. 31. GAS LINE WAS RECENTLY LOCATED BY GAS PURVEYOR TO LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY WHETHER GAS LINE NEEDS TO BE RELOCATED TO CONSTRUCT PROPOSED SITE IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH 4G AND PURVEYOR TO RELOCATE GAS LINE AS NEEDED. 32. PROTECT EXISTING ELECTRICAL CONDUIT BOX. 33. RELOCATE EXISTING LUMINAIRE. 10' AS -BUILT GAS ESMT. O SEDIMENT CONTROL NOTE: \. ° y' a � ' � , � � 3 KC REC. N0. 20130411001089_--------- TESC LEGEND: ,,' (TO BE RELOCATED) CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL 0 2 BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE ® Know what's below. STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL CATCH BASIN PROTECTION (�+y ss i SS z ,� G \✓ 7 Qt�v {� BE BOUND BY SILT FENCE. ADDITIONAL TESC CONTROL MAY BE p C11I before you dig. / !' REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS 1 Dial811 TEMPORARY CONSTRUCTION "' ss � � \� � e ' \l / '�`iO SILT FENCE EASEMENT C' G �P• ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM / LIMITS OF DISTURBANCE S �\ �\ ', 4\\� 1;? a : WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR �� ,SS ss 1 1 fj Q ° IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT CONSTRUCTION. R- 4 0 6 3 0 3 SS \ SANITAR� FWER ESMT. CONSTRUCTION ENTRANCE /ss ss KC R'�C�0.9708110701 //1. ,'� °o IN COMPLIANCE WITH CITY OF RENTON STANDARDS s�riJ , 1 ' 1 � R\S BENS 12 ASPHALT TO BE REMOVED ss i SS SD - SD - �� \\� ! / 4' �.� H/ S0 --- 15 1 ss Sow %� t . ' CONCRETE TO BE REMOVED s'� / 5\ �i s so 2 \ �� So Z ,p 47671 F6' 1 S TEMPORARY CONSTRUCTION FENCE so \^ S10NA L E�'5Ik\�j�ti ° . . U TREE TO REMAIN Barghausen TREE TO BE REMOVED Consulting Engineers, Inc. - - TEMPORARY "V" DITCH 18215 72nd Avenue South Kent, WA 98032 COMPOST SOCK 425.251.6222 barghausen.com FNO. AS -BUILT PLANS REVISION SURVEYED: RLH DESIGNED: JC DRAWN: CMS MM 3/15/21 CRJ CHECKED: AEM BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 171-20' HORIZONTAL: NAD 1983/1991 ClTY OF o0 12/19/2019 L PRI RECORD TESC AND DEMOLITION PLAN FIELDBOOK: RENTON 0 FOR PAGE: ONE INCH -- CHICKFILA RENTON DRAWING NO: O AT FULL SCALE Planning/Building/Public Works Dept. ® 375 RAINIER AVE S RENTON, WA 98055 IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.: 04249 SHEET: 3 OF: 24