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EOC change order 2
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2026-06-02 10:00 AM - Commissioners' Agenda
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EOC change order 2
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Last modified
5/28/2026 12:26:45 PM
Creation date
5/28/2026 12:26:22 PM
Metadata
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Template:
Meeting
Date
6/2/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve Change Order #2 for the New Search & Rescue/EOC Facility
Order
14
Placement
Consent Agenda
Row ID
144971
Type
Contract
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FOUNDATION PLAN NOTES: <br />1. SEE S001 FOR GENERAL STRUCTURAL NOTES. <br />2. SEE 1/S501 FOR ALLOWABLE EXCAVATIONS NEAR FOOTINGS. <br />3. SEE 2/S501 FOR PIPE OR CONDUIT BELOW FOOTING. <br />4. SEE 3/S501 FOR WALL AND FOOTING REINFORCING DETAILS AT CORNERS AND INTERSECTIONS. <br />5. SEE 4/S501 FOR REINFORCING STEEL DETAILS. <br />6. SEE 5/S501 FOR TYPICAL SLAB JOINT DETAIL. <br />7. SEE GEOTECH FOR SLAB SUBGRADE PREPARATION REQUIREMENTS. <br />8. SAWCUT LINES ARE SHOWN FOR REFERENCE ONLY AND SHOULD BE COORDINATED WITH <br />ARCHITECTURAL DRAWINGS PRIOR TO SLAB POUR <br />9. SEE SHEET S502 FOR PILASTER PLANS. <br />10. FOUNDATION SIZES HAVE BEEN REVISED FOR PEMB SUBMITTAL DATED 4/24/26 <br />FOUNDATION PLAN LEGEND: <br /> XXXX INDICATES FOOTING TYPE XX, WITH T.O. FOUNDATION <br /> XXXX'-XX" ELEVATION XXXX'-XX", SEE SCHEDULE THIS SHEET <br /> PX INDICATES PILASTER TYPE PX, SEE SHEET S502 <br />B <br />B <br />1 1 <br />4 4 <br />A <br />A <br />2 2 <br />3 3 <br />C <br />C <br />D <br />D <br />E <br />E <br />F <br />F <br />G <br />G <br />H <br />H <br />J <br />J <br />I <br />I <br />5 5 <br />#5 HAIRPIN W/ 6-0" LONG LEGS, <br />AROUND EACH AB GROUP, <br />TYPICAL AT ALL COLUMNS <br />8" CONC FDN WALL W/ #4 @ 18" <br />O.C. VERTS & (3) #4 @ HORIZ., <br />EA FACE, TYPICAL <br />SLAB CONTROL JOINT, TYP, SEE <br />ARCH FOR CONTROL JOINT LAYOUT <br />6 <br />S501 <br />____________ <br />7 <br />S501 <br />____________ <br />8 <br />S501 <br />____________ <br />6 <br />S501 <br />____________ <br />7 <br />S501 <br />____________ <br />8 <br />S501 <br />____________ <br />7 <br />S501 <br />____________ <br />6 <br />S501 <br />____________ <br />6 <br />S501 <br />____________7 <br />S501 <br />____________8 <br />S501 <br />____________ <br />6 <br />S501 <br />____________ <br />8 <br />S501 <br />____________ <br />5 <br />S501 <br />____________ <br />9 <br />S501 <br />____________ <br />14' - 0"7' - 2"22' - 0"17' - 0"19' - 10"20' - 0"20' - 0"12' - 0"8' - 0" <br />22 <br />' <br /> <br />- <br /> <br />0 <br />" <br />18 <br />' <br /> <br />- <br /> <br />0 <br />" <br />18 <br />' <br /> <br />- <br /> <br />0 <br />" <br />22 <br />' <br /> <br />- <br /> <br />0 <br />" <br />4" <br />3' - 4"3' - 6"3' - 4" <br />8" <br />2' - 8"3' - 4"4' - 4"12' - 0"3' - 6" <br />6" <br />3' - 4"2' - 2"12' - 0"2' - 0"8" <br />3' <br /> <br />- <br /> <br />4 <br />" <br />9' <br /> <br />- <br /> <br />7 <br /> <br />1 <br />/ <br />2 <br />" <br />8" <br />7' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />3' <br /> <br />- <br /> <br />3 <br />" <br />7' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />14' - 0"3' - 2"3' - 4" <br />8" <br />22' - 0" <br />8" <br />8' - 4"8' - 0"4' - 4"12' - 0"3' - 6" <br />8" <br />3' - 4"2' - 0"12' - 0"2' - 0"4' - 0"12' - 0"4' - 0"4' - 0"8' - 0"4' - 0"4' - 0" <br />P1 <br />P4 <br />P4 <br />P2 <br />P1 P3 P3 P3 P2 P2 P4 <br />P4 <br />P3 <br />P3 <br />P3 <br />P1P4P4P2P2P3P3P3 <br />EXTERIOR SLAB, <br />SEE CIVIL <br />1873' - 0" <br />FC1.4 <br />1873' - 0" <br />FS4.0 <br />1873' - 0" <br />FS8.0 <br />1873' - 0" <br />FS8.0 <br />1873' - 0" <br />FS8.0 <br />1873' - 0" <br />FS4.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FC1.4 <br />18 <br />7 <br />3 <br />' <br /> <br />- <br /> <br />0 <br />" <br />FC <br />1 <br />. <br />4 <br />1874' - 2" <br />FS8.0 <br />1874' - 2" <br />FS8.0 <br />1874' - 2" <br />FS6.6 <br />1874' - 2" <br />FS6.6 <br />1874' - 2" <br />FS6.6 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS6.6 <br />1873' - 0" <br />FS10.0 <br />1873' - 0" <br />FS10.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS10.0 <br />1873' - 0" <br />FS10.0 <br />1873' - 0" <br />FS6.6 <br />1873' - 0" <br />FS6.6 <br />18 <br />7 <br />3 <br />' <br /> <br />- <br /> <br />0 <br />" <br />FC <br />1 <br />. <br />4 <br />1873' - 0" <br />FC1.4 <br />18 <br />7 <br />3 <br />' <br /> <br />- <br /> <br />0 <br />" <br />FC <br />1 <br />. <br />4 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS5.0 <br />1873' - 0" <br />FS6.6 <br />P1 <br />10 <br />S501 <br />____________ <br />6" THICK SLAB ON GRADE W/ #4 <br />@ 16" O.C. EACH WAY, TYPICAL <br />(T.O. SLAB = 1875'-0") <br />(3) #5 HAIRPIN W/ 6'-0" LONG LEGS, <br />AROUND EACH AB GROUP, <br />TYPICAL AT 2/A, 3/A, AND 4/A <br />1874' - 2" <br />FS8.0 <br />P3 <br />(6) #5 IN SLAB @ 4" O.C. @ COLUMN <br />LINE, LAP W/ HAIRPIN LEGS @ GRID <br />A AND EXTEND TO GRID E, TYP (3) <br />PLACES, GRIDS 2, 3, AND 4 <br />Civil & Structural Engineering <br />LESLIE ENGINEERING PROJECT NO: 2023-127 <br />48012 <br />D A N IEL J .S UMERFI <br />E <br />L <br />D <br />ST A TE <br />O F W A SHIN <br />G <br />T <br />O <br />N <br />REENIGNEOISSEF <br />O <br />R <br />P <br />LAN <br />REENIGNEUTCUR <br />T <br />S <br />LAR <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />K <br />L <br />M <br />1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 236 <br />1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 206 <br />REVISION <br />SHEET NO. <br />DRAWN BY <br />PROJECT NO. <br />DATE <br />© Copyright reserved. All parts of this <br />drawing are the exclusive property of <br />BORArchitecture, pllc and shall not be <br />used or reproduced in any way without <br />the expressed written permission of <br />BORArchitecture, pllc. <br />BO <br />R <br />A <br />BO <br />R <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />BO <br />R <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />, <br /> <br />p <br />l <br />l <br />c <br />Ya <br />k <br />i <br />m <br />a <br />, <br /> <br />W <br />a <br />s <br />h <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br /> <br />9 <br />8 <br />9 <br />0 <br />2 <br />ww <br />w <br />. <br />b <br />o <br />r <br />a <br />r <br />c <br />h <br />. <br />c <br />o <br />m <br />13 <br />2 <br />0 <br /> <br />N <br />. <br /> <br />1 <br />6 <br />t <br />h <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />C <br />(5 <br />0 <br />9 <br />) <br /> <br />4 <br />5 <br />4 <br />- <br />3 <br />2 <br />9 <br />9 <br /> <br /> <br /> <br /> <br />21 22 <br />SHEET NAME <br />5/ <br />1 <br />3 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />9 <br />: <br />1 <br />8 <br />: <br />1 <br />6 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />D <br />a <br />n <br />i <br />e <br />l <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />3 <br />- <br />1 <br />2 <br />7 <br /> <br />- <br /> <br />K <br />C <br />S <br />R <br /> <br />E <br />m <br />e <br />r <br />g <br />e <br />n <br />c <br />y <br /> O <br />p <br />e <br />r <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />C <br />e <br />n <br />t <br />e <br />r <br /> <br />- <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <br /> <br />- <br /> <br />R <br />2 <br />4 <br />_ <br />d <br />a <br />n <br />i <br />e <br />l <br />@ <br />l <br />e <br />s <br />l <br />i <br />e <br />e <br />n <br />g <br />in <br />e <br />e <br />r <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br />. <br />r <br />v <br />t <br />5/13/2026 9:18:16 AM <br />5/8/20262 <br />S101 <br />2023-127 <br />03/12/2024 <br />HGH <br />FOUNDATION <br />PLAN <br />NE <br />W <br /> <br />S <br />E <br />A <br />R <br />C <br />H <br /> <br />& <br /> <br />R <br />E <br />S <br />C <br />U <br />E <br />/ <br />E <br />O <br />C <br /> <br />F <br />A <br />C <br />I <br />L <br />I <br />T <br />Y <br />PE <br />R <br />M <br />I <br />T <br /> <br />S <br />E <br />T <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />KI <br />T <br />T <br />I <br />T <br />A <br />S <br /> <br />S <br />E <br />A <br />R <br />C <br />H <br /> <br />& <br /> <br />R <br />E <br />S <br />C <br />U <br />E <br />3/16" = 1'-0"1 FOUNDATION PLAN <br />FOUNDATION SCHEDULE <br />MARK TYPE DESCRIPTION REINFORCING <br />2'-0"SQ x 8" <br />FC1.4 CONT 16" WIDE x 8" THICK (2) #4 CONT. IN BOTTOM <br />FS4.0 SPREAD 4'-0"SQ x 12" THICK (5) #5 EA WAY IN BOTTOM <br />FS5.0 SPREAD 5'-0"SQ x 12" THICK (6) #5 EA WAY IN BOTTOM <br />FS6.6 SPREAD 6'-6"SQ x 12" THICK (8) #5 EA WAY IN BOTTOM <br />FS8.0 SPREAD 8'-0"SQ x 12" THICK (10) #5 EA WAY IN BOTTOM <br />FS10.0 SPREAD 10'-0"SQ x 24" THICK (12) #5 EA WAY, TOP AND BOTTOM <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 2 <br />2
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