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HomeMy WebLinkAboutR_40131287 0 N N 00 N L 0 z E 0 0 ca J JACK NO CAPACITY 11 12 KIP O2 10 KIP CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM - I APRON R INFRASTRUCTURE REVISION nl "..n G..1 G' n" T/n BY W47003311 ABAM APPROVED I DATE MGW 06/21/18 SYM AS REQ'D TRENCH SHORING. SCALE: REVISION ME ffM BY I APPROVED I DATE EXIST PAVING L G. � SFj! BOE//V� a �✓j l'C'1, 28710 �s1�NALG L = 25-0" MAX V. IVI ILI\L \InV II IV VVI YVI I I\/1 YJ ni\L LI VVV VIV I LI\LV DURING THE INSTALLATION SEQUENCE, NO FURTHER INSTALLATION SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. 4. STEEL SHALL CONFIRM TO THE FOLLOWING: W SHAPES ASTM A36 Fy = 36 KSI (OR BETTER) ANGLES/CHANNELS ASTM A36 Fy = 36 KSI PLATES ASTM A36 Fy = 36 KSI TEMP SHORING OF UTILITIES 00-30 SCALE: ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE IMGW i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE GENERAL NOTES 1. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB -SURFACE CONSTRUCTION. NOT ALL UTILITIES AND SUB -SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB -SURFACE UTILITIES AND CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 3. THE PRIME CONTRACTOR AND SUB -CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES. 4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CIVIL PERMIT NOT USED r_�,Salle] 1■son IIIato= 1:0011111to] :41 RENTON SITE INSALLATION OF VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT R-4013128 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N21IV,,0l1xxsl 06/21/18 S500-ou S28 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4—APRON—R—S500-30 CIVIL MASTER SITE