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2026-0206 Cle Elum Transfer Station Project Manual
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2026-04-07 10:00 AM - Commissioners' Agenda
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2026-0206 Cle Elum Transfer Station Project Manual
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Last modified
4/2/2026 12:38:37 PM
Creation date
4/2/2026 12:23:36 PM
Metadata
Fields
Template:
Meeting
Date
4/7/2026
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 an Agreement for Services with Gibson and Son for the New Entrance and Tank Replacement at the Cle Elum Transfer Station
Order
4
Placement
Consent Agenda
Row ID
143218
Type
Agreement
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I L 3 14 0 <br />_ GENERAL NOTES <br />NN N B <br />/ A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL Q�w of WAS <br />TOPSOIL AND SEEDING OF DISTURBED AREAS N, �"�, <br />_ _ a co � r <br />B. ECOLOGY BLOCK WALL, OR SIMILAR AS APPROVED BY w d <br />PROPERTY BOUNDARY ENGINEER. <br />�0 48139 0 ww <br />�CISTER� 1� <br />Bl:t ;AAa b it hield,Elizabeth <br />SILT FENCE STREAMLINE Eliza NAN, �,z o�_USeasa'" <br />5602 I ---------_ jai zoza.be,oiBut elfi od jambe—, <br />- _ _ _ EROSION AND SEDIMENT AAB0009572 <br />A CONTROL NOTES m m 0- ui <br />Q LL <br />Q' <br />ui <br />1 1. FOR GENERAL INFORMATION AND FOR CONTRACTOR Q Q m <br />- TO ESTABLISH MINIMUM STORMWATER AND EROSION ~ <br />CONTROL MEASURES DURING CONSTRUCTION. m <br />SHEET C-402 <br />/ _ W <br />------------------------------------------ / 2. CONTRACTOR IS RESPONSIBLE FOR EROSION o <br />CONTROL, SEDIMENT CONTROL, AND STORMWATER > <br />----------- l <br />/ N � MANAGEMENT ON THE CONSTRUCTION SITE FOR THE Q <br />k I DURATION OF THE CONSTRUCTION PERIOD. <br />CONTRACTOR TO INSPECT EXISTING SITE p <br />CONDITIONS, INCLUDING, BUT NOT LIMITED TO, FLOW U) <br />PATTERNS, STABILIZATION MEASURES AND OTHER Lu <br />\ RIPARIAN MANAGEMENT ZONE PERTINENT INFORMATION RELATED TO STORMWATER <br />(STREAM BUFFER) AND SEDIMENT CONTROLS. THE SITE UNDER ITS Q <br />/ CURRENT CONDITION IS STABLE. CONTRACTOR TO co <br />/ MAINTAIN STABILIZATION OF SITE THROUGHOUT THE z Z <br />/ - ENTIRE CONSTRUCTION PERIOD AND LIMIT OPEN ui O Y <br />AREAS TO THE EXTENT POSSIBLE. w U <br />------------------ — <br />----------------- _ <br />p O <br />W <br />3. EROSION CONTROL MEASURES SHOWN SHALL BE � <br />p <br />ESTABLISHED, BUT MAY NOT BE ALL INCLUSIVE OF THE WQ <br />MEASURES REQUIRED. CONTRACTOR IS RESPONSIBLE o uj 0f <br />/ FOR INSTALLING ADDITIONAL MEASURES AS o o ui <br />NEEDED,MAINTAINING, AND THEN DECOMMISSIONING � � <br />~ ALL EROSION CONTROL MEASURES AT THE <br />U) U m <br />APPROPRIATE TIMES THROUGHOUT THE PROJECT o o m <br />DURATION. CONTRACTOR SHALL PREPARE A a 0- <br />STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ui u <br />B k / / / AND FILE A NDI FOR A NPDES GENERAL PERMIT FOR <br />\ / STORMWATER DISCHARGES ASSOCIATED WITH N T o <br />CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES. w w <br />� � 0 <br />AT THE CONCLUSION OF THE PROJECT, CONTRACTOR Q <br />SHALL FILE A NOi. REFER TO SECTION 01 57 13, <br />Lu <br />EROSION AND SEDIMENT CONTROL DURING co Q <br />I CONSTRUCTION. 2�! o Y <br />o <br />/ J / 4. CONTRACTOR WILL COORDINATE WITH COUNTY PRIOR z <br />/ TO CONSTRUCTION ACTIVITIES THAT WILL RESTRICT N O <br />ACCESS TO EXISTING ACCESS ROADS. z o <br />5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING <br />/ EXISTING DRAINAGE STRUCTURES. GRATES SHOULD <br />BE LINED WITH SEDIMENT CONTROL FABRIC TO <br />PREVENT EXCESS SEDIMENT FROM ENTERING. Z O <br />y <br />6. CONTRACTOR SHALL ENSURE ACTIVE CONSTRUCTION F- z <br />_ AND EXCAVATION AREAS ARE PROTECTED BY — <br />WATTLES OR OTHER APPROVED TESC METHODS AS Q z <br />Fo NEEDED TO DIRECT STORMWATER AWAY FROM o <br />k EXCAVATIONS OR REMOVE SEDIMENT FROM RUNOFF _ U <br />FROM THESE AREAS. Z � cf) <br />Q Z Q <br />WHITE GOODS ECOLOGY BLOCK 7. CONTRACTOR SHALL ENSURE THAT NO VEHICLES 0 <br />/ / \ WALL 2 40x20 FEET BAYS LEAVING THE FACILITY TRACK MUD OR OTHER DEBRIS U �_ <br />ONTO THE PUBLIC ROADWAYS. CONSTRUCT A Q Y <br />960 STABILIZED TRUCK ENTRANCE, IF NECESSARY ALSO W <br />ELECTRICAL, SEE / I `� CONSTRUCT A TEMPORARY WHEEL WASH STATION. <br />S E�T E-101I i DEMO EXISTING 8. WATER FROM ANY DEWATERING OPERATIONS SHALL U Y <br />C / / SCALE REMOVE AND REPLACE FENCE, BE DIRECTED TO SEDIMENT TRAPS BEFORE <br />/ I I `INSTALSECURITY GATE 2 DISCHARGING INTO EXISTING STORMWATER SYSTEM. <br />9. ALL DISTURBED AREAS SHALL BE PERMANENTLY <br />EXIT ONLY 0I a / s6o2 STABILIZED PER SECTION 31 32 00, SOIL <br />(MERGE TO I o x a STABILIZATION. <br />THRU TRAFFIC 10. AT CONCLUSION OF PROJECT, CONTRACTOR SHALL <br />ON TO <br />ROAD)2-WAY I ° ° N ° REMOVE ALL SEDIMENT IN INFILTRATION AREAS, AND Q Z <br />° 9602 DITCHES. W <br />:::a <br />It <br />O SHEET KEYNOTES o w <br />�� Vl <br />x x - zoo <br />/ D 1. DEMOLISH STRUCTURE AND ASSOCIATED <br />r ELECTRICAL PER SPECIFICATION SECTION 02 41 00B J _3Z Z <br />DEMOLITION O >_ Q J <br />I / g6 <br />I DEMO EXISTING �� u U w Z o <br />// // // // // // // // / // �� Imo/ CONCRETE PAD 1 2. REPLACE WITH SIMILAR FENCE AND GATE (REUSE <br />2100 GATE FROM ROAD RELOCATION IF POSSIBLE) PER ~ 0 <br />X —max I DEMO EXISTING EXISTING ASPHALT 4J SPECIFICATION 32 31 13 INSTALL TEMPORARY FENCE ' (n () Z <br />BUILDING IF NEEDED TO PRESERVE RESTRICTED ACCESS TO ' J 00 <br />SILT FENCE I 1 PROPOSED ONE WAY SITE Q � U <br />ENTRANCE/Zogo 3. RETAIN ACCESS TO NEIGHBOR PROPERTY w <br />SILT FENCE DEMOLISH AND <br />- — REVEGATE ROAD "� 4. PROTECT EXISTING ASPHALT, SMOOTH IN EXISTING > Z <br />— — T-BUI, — — _ x / AND PROPOSED ASPHALT O Q <br />�- — T-BUR 2095El — N <br />T-BUR <br />S6p� 02 INSTALL FENCE �— — z� t <br />VERIFY SCALE <br />BAR IS ONE INCH ON <br />SHEET C-401 WA-903 HIGHWAY 0 40 80 120 ORIGINAL DRAWING. <br />0 1't <br />— — — — — — — 1" = 40' DATE FEBRUARY 2024 <br />SHEET C-400 - , PROJ KITTC002 <br />DWG C-101 <br />SHEET 5 of 18 <br />01 u <br />w <br />O <br />wUj <br />am <br />00 <br />�U <br />a <br />wQ <br />=w <br />�O <br />cf)Z <br />w0 <br />UQ <br />Lu� <br />u0 <br />Q� <br />ZD <br />OQ <br />�-)Z <br />U)w <br />w~ <br />L� <br />w <br />w <br />o� <br />wp <br />ZU <br />w <br />ao <br />U� <br />a <br />z� <br />w <br />w= <br />w0 <br />oQ <br />�--Of <br />QO <br />Of1 <br />0- <br />O� <br />o< <br />U <br />ZZ <br />U 0� <br />Z0 <br />LDw <br />(n J <br />w <br />0� <br />z <br />Qz <br />�o <br />Qw <br />wU) <br />95 <br />ww <br />=m <br />po <br />z� <br />QO <br />�Z <br />Z cn <br />wo <br />�Z <br />�Q <br />0o U)0 <br />Z <br />w <br />2i <br />D <br />U <br />O <br />0 <br />w <br />0 <br />w <br />U) <br />D <br />w <br />'WURL $PWPATH FILENAME: KITTC002_004-C-101.dgn PLOT DATE: 07\25\2024 PLOT TIME: 4:03:45 PM <br />
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