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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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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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1' - 6" MIN. <br />9" <br /> <br />M <br />I <br />N <br />. <br />TOF ELEV <br />EXT GRADE <br />2 <br />1 <br />FTG SIZE & REINF PER PLAN <br />NO TRENCH OR OTHER <br />EXCAVATION <br />PERMITTED BELOW THIS <br />LINE <br />TRENCH EXCAVATION <br />FT <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />3' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />6" MIN 6" MIN <br />1 <br />1 1 <br />1 <br />STD CONC OR OPTIONAL <br />CONTROLLED DENSITY <br />FILL <br />PROVIDE SLEEVE W/ MIN <br />CLEARANCE OF 1" ALL <br />AROUND PIPE OR <br />CONDUIT <br />PIPE OR CONDUIT <br />FTG SIZE & REINF PER PLAN <br />NOTE: "X" = 45 BAR DIA IN CONC & 40 <br /> BAR DIA IN MASONRY UNO <br />ALT CORNERINTERSECTION & ENDCORNER <br />CORNER INTERSECTION & END ALT CORNER <br />SINGLE CURTAIN OF REINFORCING <br />DOUBLE CURTAIN OF REINFORCING <br />"X <br />" <br />"X""X" <br />"X <br />" <br />"X <br />" <br />"X" <br />"X" <br />"X" <br />"X <br />" <br />#4 VERT @ <br />WALL END & <br />CORNERS <br />TYPICAL UNO <br />(2) #4 <br />VERT (2) #4 VERT <br />STD 180° OR <br />90° HOOK TYP <br />TIE BARS <br />SECURELY @ <br />SPLICES TYP <br />R R <br />R R <br />4" <br /> <br />M <br />I <br />N <br />4 1/2" <br />SEE GENERAL NOTES <br />FOR REQD SPLICE LENGTH <br />b12d <br />STD 90° HOOK STD OFFSET <br />STD 180° HOOK <br />R = 2d FOR #3 THRU #5 BAR -PERMITTED FOR STIRRUPS & TIES ONLY <br /> 3d FOR #3 THRU #8 BAR <br /> 4d FOR #9 THRU #11 BAR <br /> 5d FOR #14 THRU #18 BAR <br />b <br />b <br />b <br />b <br />NOTE: "R" IS INSIDE RADIUS OF BEND <br /> "d " IS BAR DIAMETERb <br />STD LAP SPLICE <br />MINIMUM BEND DIAMETERS <br />CONC SLAB PER PLAN 1/2" DIA x 24" LONG SMOOTH DOWELS <br />@ 18" OC. GREASE ONE END <br />0'-0" <br />T.O. SLAB <br />SAWCUT JOINT TO DEPTH OF 1-1/2", <br />FILL JOINT W/ SEALANT, SEE ARCH <br />CONC SLAB PER PLAN <br />0'-0" <br />T.O. SLAB <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />C <br />L <br />R <br />TYPICAL SAWCUT JOINT <br />TYPICAL CONSTRUCTION JOINT <br />TOOL BOTH SIDES OF CONSTRUCTION <br />JOINT, FILL W/ SEALANT <br />SUBGRADE PREPARATION <br />REQUIREMENTS BY <br />GEOTECH REPORT <br />SUBGRADE PREPARATION <br />REQUIREMENTS BY <br />GEOTECH REPORT <br />VAPOR BARRIER, SEE ARCH <br />VAPOR BARRIER, SEE ARCH <br />SLAB THICKNESS & <br />REINF PER PLAN <br />FND WALL SIZE & <br />REINF PER PLAN <br />FOOTING SIZE & <br />REINF PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />6" <br /> <br />M <br />I <br />N <br />2' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />I <br />N <br />EXTERIOR WALL BY <br />PEMB MANUFACTURER <br />SLAB THICKNESS & <br />REINF PER PLAN <br />FND WALL SIZE & <br />REINF PER PLAN <br />FOOTING SIZE & <br />REINF PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />EXTERIOR SLAB <br />PER ARCH <br />HOLD DOWN TOP OF STEM <br />WALL AT DOOR THRESHOLD <br />WALL BEYOND <br />SLAB THICKNESS & <br />REINF PER PLAN <br />FOOTING SIZE & <br />REINF PER PLAN <br />6" <br /> <br />M <br />I <br />N <br />2' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />I <br />N <br />EXTERIOR PANEL <br />PER ARCH <br />PLMB COL, BASE PL, & <br />ANCHORS PER BLDG MANFGR <br />PILASTER PER PLAN, SEE SHEET <br />S502 FOR PILASTER CONDITIONS <br />TYP STEM WALL REINF <br />THROUGH PILASTER <br />HAIRPIN PER PLAN <br />CONC SLAB THICKNESS <br />& REINF PER PLAN <br />PEMB COL, BASE PL, & <br />ANCHORS PER BLDG MANFGR <br />FOOTING SIZE & <br />REINF PER PLAN <br />(2) #4 @ 4" O.C. ALONG <br />HEIGHT OF AB GROUP <br />(16) #6 VERT W/ STD 90° HOOK <br />EA END AROUND PERIMETER <br />OF THICKENED SLAB <br />THICKEN SLAB FOR 36"x36" FOOTPRINT <br />CENTERED ON COLUMN <br />3" <br /> <br />C <br />L <br />R <br />DBL NUT W/ 3/8x3x3 PL <br />WASHER, TYPICAL <br />AB SIZE AND LAYOUT BY <br />METAL BLDG MFR <br />CONC SLAB THICKNESS <br />& REINF PER PLAN <br />PEMB COL, BASE PL, & <br />ANCHORS PER BLDG MANFGR <br />FOOTING SIZE & <br />REINF PER PLAN <br />AB SIZE AND LAYOUT BY <br />METAL BLDG MFR <br />(3) #3 CLOSED TIES <br />AROUND AB GROUP <br />(4) #6 VERT W/ STD <br />90° HOOK EA END <br />THICKEN SLAB FOR 24"x24" FOOTPRINT <br />CENTERED ON COLUMN <br />3" <br /> <br />C <br />L <br />R <br />DBL NUT W/ 3/8x3x3 PL <br />WASHER, TYPICAL <br />1" = 1'-0"1 EXCAVATIONS BESIDE FTG <br />1" = 1'-0"2 PIPE OR CONDUIT BELOW FTG <br />1" = 1'-0"3 <br />REINF DETAILS @ CORNERS & <br />INTERSECTIONS <br />1" = 1'-0"4 REINF STEEL DETAIL <br />1" = 1'-0"5 TYPICAL SLAB JOINT DETAIL <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 />S501 <br />2023-127 <br />03/12/2024 <br />HGH <br />FOUNDATION <br />DETAILS <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 />D <br />E <br />T <br />A <br />I <br />L <br />S <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 />1" = 1'-0"6 TYP PERMITER FOOTING <br />1" = 1'-0"7 <br />TYP PERMITER FOOTING AT DOOR <br />THRESHOLD <br />1" = 1'-0"8 TYP PERMITER FOOTING AT PILASTER <br />1" = 1'-0"10 THICKENED SLAB AT DBL COLUMN <br />1" = 1'-0"9 THICKENED SLAB AT INTERIOR COLUMN <br />2 2 <br />2 <br />ASSUME ALL COLUMN BASES ARE BOLTED TO THE <br />PILASTERS WITH (4) 3/4"Ø OR 1"Ø ANCHOR RODS <br />ASSUME ALL COLUMN BASES ARE BOLTED TO THE <br />PILASTERS WITH (4) 3/4"Ø OR 1"Ø ANCHOR RODS <br />ASSUME ALL COLUMN BASES ARE BOLTED TO THE <br />PILASTERS WITH (4) 3/4"Ø OR 1"Ø ANCHOR RODS
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