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Shoringt <br />1. VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO <br />CONSTRUCTION. RE: ARCHITECT FOR GRID TO FACE OF SHORING. <br />SEE WALL ELEVATIONS FOR SHORING LAYOUT TO GRIDS. <br />2. A PRECONSTRUCTION MEETING WITH THE CITY DOT (IN ADDITION TO <br />THOSE REQUIRED BY THE BUILDING DEPARTMENT) SHALL BE <br />REQUIRED PRIOR TO START OF CONSTRUCTION. THE OWNER, <br />GENERAL CONTRACTOR, EXCAVATION AND SHORING <br />SUBCONTRACTORS, GEOTECHNICAL ENGINEER, SURVEYOR AND <br />SHORING DESIGNER SHALL BE IN ATTENDANCE. GENERAL <br />CONTRACTOR SHALL COORDINATE MEETING TIME WITH ATTENDEES <br />AND CITY DOT. <br />3. ALL EXISTING UTILITIES, I.E., OVERHEAD POWER, COMMUNICATION <br />LINES, ETC., AS WELL AS ALL UNDERGROUND UTILITIES SHALL BE <br />FIELD LOCATED AND PROTECTED THROUGHOUT CONSTRUCTION. <br />4. ALL EXISTING STORM, SEWER, GAS, ETC., LINES CROSSING INTO <br />THE EXCAVATION SHALL BE FIELD LOCATED AND REROUTED OR <br />CAPPED PRIOR TO INSTALLATION OF THE SHORING. POTHOLE TO <br />VERIFY LOCATION OF UNDER SIDEWALK POWER AND PHONE. <br />5. ALL SHORING ELEMENTS IN THE ROW SHALL BE REMOVED TO A <br />DEPTH OF AT LEAST 4 FEET BELOW FINISHED GRADE IN THE ROW <br />ONCE THEY ARE NO LONGER NEEDED FOR CONSTRUCTION. <br />6. CONTRACTOR SHALL NOT STOCK PILE MATERIALS AND/OR <br />EQUIPMENT ALONG THE TOP OF SHORING WALL THAT EXCEEDS 250 <br />PSF U.N.O.. ALL LOADS SHALL BE REVIEWED BY THE GEOTECHNICAL <br />ENGINEER AND SHORING DESIGNER PRIOR TO PLACEMENT. <br />RE: CONSTRUCTION LOADING SECTION SHEET SS4.1. <br />� o <br />��v � III I I I <br />Utility Conflict Note <br />CAUTION: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH <br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE <br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. <br />THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-500-424-5555 AND THEN POTHOLING <br />ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE <br />PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. <br />RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />SCALE: 1/8" <br />111 <br />Soil <br />Nail Notes <br />I REFER TO PLAN FOR DIMENSIONS AND KEY ELEVATIONS - VERIFY DIMENSIONS WITH <br />A' <br />INTERACTION.2. REFER TO SHORING SCHEDULE AND DETAIL 16 & 201SS4.0 FOR ANCHOR LOADS. <br />DIAMETER OF TIEBACK HOLE ANDINSTALLATION METHODS SHALL PROVIDE FOR <br />ANCHOR ADHESION AS NOTED. POST -GROUTING MAY BE REQUIRED. <br />3. NO-LOAD ZONES AND BOND LENGTH SHALL BE PER 13/SS4.0 <br />4. AT LEAST TWO ANCHORS SHALL BE TESTED TO 250% TO VERIFY SOIL/ANCHOR <br />ANCHOR SHALL BE PROOF -TESTED. <br />i <br />\ <br />ma <br />\ <br />\ <br />8 <br />\ W <br />\ <br />\ <br />`f' -0" <br />a <br />v <br />\ <br />l <br />a <br />0 <br />S <br />€ <br />_ FOUNDATION HOE a 93 0" <br />1 <br />- <br />71 <br />t <br />x <br />3 <br />+\ <br />S <br />g <br />VI\ <br />u <br />IR <br />� <br />S <br />� <br />a <br />s' <br />0 <br />U� <br />0 <br />M0 <br />e��®o <br />LLB <br />�LOC3' <br />(� vim°' <br />N 0 <br />� ocm� <br />W � 02o3: <br />© CLARKIBARNES <br />00 <br />2 <br />4-5 <br />a) <br />04 <br />W <br />a) <br />o <br />> <br />r- <br />C\j <br />a .+� O E el s._.R ETT <br />0- <br />DATE: 10-20-2020 <br />JOB NO. 19-48 <br />PERMIT NO. B2006-044 <br />REVISIONS: <br />AN <br />DATE DESCRIPTION <br />C Sep Update for <br />2019 Internal Origin <br />Point <br />ISSUE: <br />SHORING/EX 05/08/20 <br />SHOR/EX REV 09/24/20 <br />SHOR/EX REV2 10/20/20 <br />