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Walsh Construction Company II LLC 6/7/2021
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Walsh Construction Company II LLC 6/7/2021
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Last modified
8/24/2023 3:53:32 PM
Creation date
6/10/2021 3:42:47 PM
Metadata
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Template:
Contracts
Contractor's Name
Walsh Construction Company II LLC
Approval Date
6/7/2021
Council Approval Date
4/21/2021
Department
Public Works
Department Project Manager
Souheil Nasr
Subject / Project Title
Replacement of Reservoir 2
Public Works WO Number
UP3658
Tracking Number
0002940
Total Compensation
$0.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Walsh Construction II, LLC 8/24/2023 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
Walsh Construction II, LLC 8/7/2023 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
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MI MI - NM - UM r N - MI MI - MS an MS UM - - - <br /> 6•MT RIBBED WATERSTOP PER <br /> SHEET 5-5.UFT EXPOSED END OF WATERSTOP <br /> GALVANIZED 6'-0•SPUCE BAR DURING CONCRETE INSTALLATION TO <br /> CENTERED ON JOINT.USE SAME INSURE COMPLETE ENCASEMENT UNDER <br /> IS STIRRUP• SIZE MID SPACING AS ENO. RETURN ENO TO HORIZONTAL <br /> SPACING EQUAL TO TYPICAL SLAB REINFORCING POSITION BEFORE COVERING WITH <br /> U <br /> 6'FIAT RIBBED WATERSTOP PER TYPICAL SLAB CONCRETE. INSTALL CONTINUOUSLY <br /> SHEET 5-5. REINFORCEMENT TOP SURFACE ALONG CONSTRUCTION <br /> PERIODETAIL� INTO <br /> UFT EXPOSED END OF WATERSTOP 24 OF FLOOR SLAB <br /> GALVANIZED 6'-0'SPUCE BAR DURNG CONCRETE INSTALLATION TO <br /> CENTERED ON JOINT.USE SAME INSURE COMPLETE ENCASEMENT UNDER 112 <br /> SRE AND SPACING AS SUB END. RETURN END TO HORIZONTAL 24 2' <br /> REINFORCING PER SHEET 5-5 OSTION BEFORE COVERING WITH C <br /> CONCRETE INSTALL CONTINUOUSLY <br /> ALONG CONSTRUCTION JOINT 'E <br /> IN STIRRUP O <br /> SPACING EQUAL TO (2)/4 BARS ALONG JOINT <br /> TYPICAL SLAB TOP SURFACE N ADDITION TO TYPICAL ROOF n <br /> • <br /> REINFORCEMENT OF ROOF SLAB REINFORCING PER SHEET 5-5 <br /> U REI <br /> PER SHEET 5-5 <br /> 24 (TYP.EACH SIDE OF JOINT) IIIIIM <br /> 13.75 2' <br /> a <br /> 24 <br /> 9' <br /> 0'CLR.(TYP.DIRECTION SHOWN ONLY)WHEN CLR. <br /> L _ STIRRUP LOCATION IS ORIENTATED IN TRANSVERSE <br /> 4 I/O' DIRECTION. LOCATE BETWEEN UPPERMOST AND <br /> • LOWERMOST LAYERS OF REINFORCING <br /> 0•CIR.(TIP.DIRECTION SHOWN ONLY)WHEN CLR. <br /> STIRRUP LOCATION IS ORIENTATED IN TRANSVERSE GALVANIZED 6'-0•SPUCE BAR <br /> DIRECTION. LOCATE BETWEEN UPPERMOST AND GALVANIZED 5'-6'SPUCE BAR CENTERED ON JOINT.USE SAME <br /> LOWERMOST LAYERS OF REINFORCING CENTERED ON JOINT.USE SAME SIZE AND SPACING AS MO BARS ALONG JOINT <br /> IN ADDITION TO TYPICAL SUB <br /> SIZE AND SPACING AS SUB TYPICAL SLAB REINFORCING <br /> REINFORCING SHEET S-5 (TIP. <br /> CINC <br /> EACH SIDE OF JOINT) <br /> ROOF JOINT DETAIL lit, FLOOR JOINT DETAIL <br /> 1 E/2'_I•-0' �' <br /> I I/x•-r-o• <br />
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