Loading...
HomeMy WebLinkAboutWTR2703583HIGH MOUNTAIN ELECTRIC, INC. If the enclosed are not as indicated on this transmittal or if there are other questions please call the undersigned at (425) 823-5600 or fax us at (425) 823-5677. Tom, Submitting "Final' O&M Manuals. cc: From Debbie Shimomaye Office Manager 11863 124t Avenue NE, Kirkland, WA 98034 — 425.823.5600 — www.highmountainelectdc.net High Mountain Electric Inc. mc Northwest 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 Generator Start -Up Report Job Name CCTF RENTON Date: 12/17/2013 RO #: 276622 HR Meter: 6.7 CPL #: N/A Engine Model #: FORD 6.81- Serial #: G130535680 Gen/Set Model #: 60GGHE Serial #: G130535680 Spec #: K System Voltage: 277/480 Phase: 3 PCCII "RTOP" Calibration File: ATS 1 Model #: OTPCSED Spec #: A ATS Serial #: G130529456 ATS 2 Model #: OTPCC Spec #: A S Serial #: G130529118 S 3 Model #: Spec #: ATS Serial #: ATS 4 Model #: Spec #: ATS Serial #: ATS 5 Model #: Spec #: ATS Serial #: ATS 6 Model #: Spec #: ATS Serial #: Type of Installation (IndoororOutdoor) INDOOR START-UP PERFORMED BY: Keith Maze START-UP COMPLETION DATE: 12/17/2013 CONTRACTOR NAME: HIGH MOUNTAIN ELECTRIC OWNER'S REPRESENTATIVE: LEE BARNSLEY Putu5u5-t rayG i F - Failed A - Acceptable NA - Not Applicable Comment if Failed or Corrected OIL SYSTEM Engine Oil Checked and Full FUEL SYSTEM 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 Type PROPANE (Diesel / Propane / L-Propane / Natural Gas / Gasoline) Manual Shut Off Valve Primary Gas Pressure Regulator A Gas Meter Flow Adequate N/A Fuel Strainer N/A Solenoid Valve N/A Check Valve on Fuel Supply N/A Check Valve on Fuel Return A Flexible Fuel Connections A Fuel Available N/A Day Tank Installation N/A Primary Fuel (If Dual Fuel) N/A Fuel Transfer Pump N/A Fuel Return to Main Tank N/A Fuel Tank Vent 1000 GALLONS (Quantity) (One Size Larger Pipe Required) #070505-7 Page 2 Northwest orm EXHAUST SYSTEM N/A 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 Seamless Tubing or Black Pipe Muffler Proper Mounting & Support Exhaust Condensation Trap Correct Exhaust Pipe Size Exhaust Flex Connection Exhaust Thimble Rain Cap LING SYSTEM Type RADIATOR (Radiator / Remote Radiator / Air Cooled) Proper Radiator Installation Proper DCA & Coolant Level 2.0, -30 Proper Discharge Opening Proper Intake Opening Louvers City Water Cooling N/A Flexible Water Connections N/A Water Solenoid Valve N/A Water Available A Hose Clamps Tight MOUNTING (DCA Level and Freeze Point) (Stand Pipe / Heat Exchanger / Direct) F Secured to Level Surface ONLY TWO ANCHORS Vibration Isolators (Installed) *--Vibration Isolators (Adjusted) #070505-7 Page 3 4v� ENGINE A Belt Tension A Fan A Alternator A Governor Operation (BATTERY A Size / Model group 31 A Electrolyte A Correct Polarity A Post Type Automotive A Number of Batteries 1 (ENGINE A Block Heater Wired to Normal A Block Heater Model A Block Heater Wattage 1500 A Block Heater Voltage 120 N/A Fuel Solenoid Valve A Remote Start Wires Terminated A Interconnect Wiring Stranded N/A Remote Annunciator Wiring A Generator Set Grounded A Location of Generator Ground SEE NOTES A Neutral Bonded SEE NOTES A Location of Neutral Bond SEE NOTES Correct Voltage Configuration 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 (Automotive Posts / Marine Posts) (Wired to What Location) Page 4 Northwest 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 SFER SWITCH #1 #2 #3 #4 #5 #6 A Proper Voltage A Utility Terminated Properly A Gen. Terminated Properly A Load Terminated Properly A Phase Rotation CW/CW ccW/cccW (Utility and Generator) Utility/Gen. Utility/Gen. Utility/Gen. Utility/Gen. Utility/Gen. UtilityiGen. A Battery Charger A Time Delay Start 3 3 (Set at ?? Seconds) A Time Delay Transfer 10 10 (Set at ?? Seconds) A Time delay Retransfer 10 10 (Set at ?? Minutes) Program Transition 10 10 (Set at ?? Seconds) A Time Delay Cool Down 10 10 (Set at ?? Minutes) N/A Exercise Clock Set SEE NOTES A OTPC Real Time Clock Set OTPC DATA: Software Version: Software Update: Network Options: Capture File Name: #070505-7 Page 5 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 ctive Modifications made to OTPC: REMOTE ANNUNCIATOR N/A Termination's with Stranded Wire N/A Operation OPERATION TESTING Site Load (Available?) A) B) (AMPS) (AMPS) Voltage (Volts) Frequency (Hertz) Oil Pressure (PSI) Water Temperature (Degrees F) Oil Pressure Shutdown YES (Yes / No) High Water Temp. Shutdown YES (Yes / No) A Overspeed Shutdown YES (Yes / No) A Overcrank YES (Yes / No) GENERATOR SET LEFT IN AUTOMATIC YES (Yes / No) ICIRCUIT BREAKER CLOSED (Yes / No) SYSTEM OPERATIONAL & IN STANDBY YES (Yes / No) #070505-7 C) (AMPS) Page 6 Date: Northwest 811 SW Grady Way (98055) Po Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 Items Not Finished or Needing Attention 1211712013 Project# 34678 Job Name: CCTF Renton I was unable to perform a transfer test or put the unit on line today because of an electrical problem. T system is fed from two different utiulity sources and the plans called for the grounds and neutrals from the two sources to be connected at the generator. That will cause a lot of curculating current. Custom will correct oroblem and advise when then are ready to finish the start up. 2-26-14 Jeff Q Travel to site to perform customer training. While on site I performed a transfer test on ATS's. Unit's operated as designed no issues during testing. Performed training on generator and AT; #070505-7 Page 7 Denis Law Mayor May 17, 2013 Mr. Lee Barnsley High Mountain Electric, Inc. 11863 124th Avenue NE Kirkland, WA 98034 1..1TY OI Public Works Department - Gregg Zimmerman, P. E., Administrator RE: NOTICE TO PROCEED — EMERGENCY POWER FOR CCTF 2013, CAG-13-037 Dear Mr. Barnsley: This letter is your official, Notice to Proceed, for the Emergency Power for CCTF 2013 project. You are hereby notified to commence work in accordance with contract CAG-13-037, dated April 30, 2013, on or before May 20, 2013, and you are to complete the work within one hundred twenty (120) working days thereafter. The date of completion of all work is therefore, November 6, 2013. If you have any questions, please call me at 425-430-7313. Sincerely, G%r"� v� vim, Tom Malphrus, PE Water Utility Project Manager Receipt of this NOTICE TO PROCEED is hereby acknowledged (please sign and return): This 2ist- day of May 2013 CONTRACTOR: High ZMountain ZElectric, Inc. By: Title: Lee Barnsley President cc: Abdoul Gafour, Water Utility Engineering Supervisor H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-3583 Emergency Power CCTF 2012\Contractor Correspondence\WTR-27-3638_NoticeToProceed.doc/TMah Renton City Hall* 1055 South Grady Way -Renton, Washington 98057 - rentonwa.gov ENGINEI.H.. NOV 17 2011 P L A N N ES C I E N T I CITY OF RENTON UTILITY SYSTEMS RH2 ENGINEERING, INC www.rh2.com November 15, 2011 mailbox@rh2.com 1.800.720.8052 BELLINGHAM Mr. Thomas Malphrus, P.E. 454 W Horton Rd City of Renton Bellingham, WA 98226 1055 S. Grady Way, 5"' Floor (tel) 360.676.0836 Renton, WA 98055 (fax) 360.676.0837 Sent Via. US Mail and Email BOTHELL 22722 29th Drive 2 SE, Ste10 E, Subject: Downtown CCTF Emergency Power System Project Report Bothell, (tel) 425.951.5400 Dear Tom: (fax) 425.951.5401 The City of Renton (City) Water Utility owns and operates several water facilities in EAST WENATCHEE Cedar River Park which is also owned by the City. Those facilities include two well 300 Simon St SE, Ste 5 buildings (Well 8 and 9), a fluoridation feed system building and a corrosion control East Wenatchee, WA 98802 treatment facility (CCTF) building. The facilities are located within Zone 1 of the (tel) 509.886.2900 Aquifer Protection Area that prohibits permanent storage of diesel fuels. None of (fax) 509.886.2313 these facilities have backup power supplies to power their operations in the event of a utility power outage. Portable generators can be connected to Well 8 and the CCTF RICHLAND building; however, this requires valuable manpower that is often not available during 114 Columbia Point Dr, Ste C area -wide power outages. The City has hired RH2 Engineering, Inc. (RH2) to evaluate Richland, WA 99352 options for backup power to the facilities and recommend an affordable and feasible (tel) 509.946.5181 solution. (fax) 509.946.4630 Background SILVERDALE 2021 NW Myhre Rd, Ste 107 Well 8 is a critical supply source to the City's water system. It is available to produce Silverdale, WA 98383 water whenever Wells 1, 2 or 3 (Wells 123) are out of service. The fluoridation feed (tel) 360.698.6528 system needs to operate when Well 8 is supplying water to the City's system. The (fax) 360.698.0510 fluoridation building does not have an emergency power backup system or a connection for a portable generator. The fluoridation building only feeds fluoride to TACOMA Well 8 and 9. One Pacific Building Well 9 is an important source of water supply to the City; however, it is less critical 621 Pacific Ste 104 Tacoma, Ave,e, to 104 that it be available during an area -wide outage. The City has a telemetry radio located Tarn a, WA 98402 at Well 9 that is critical to the overall control of the water system. A small un- .3059 (fax) 425.951.5401 interruptible power supply (UPS) provides limited backup power. The City has requested an automatic transfer switch (ATS) to provide backup power from a generator source to the radio system, but not the operation of the well. The CCTF building provides chemical feed to all of the downtown well supply which includes Wells 1, 2, 3, Well 8, Well 9 and Well EW3. A portable generator receptacle is available at the building for connection to a portable generator. The City has requested an ATS to provide backup power from a generator source to all the critical load of the CCTF building. 11/15/11 8:27 AM Z:\Bothell\Data\REN\I l 1-016\Ltr to Tom Malphrus - CCTF Backup Power Project Report.doc ® Mr. Thomas Malphrus November 15, 2011 Page 2 Alternatives The City and RH2 met on two separate occasions to discuss the various elements of the project. The first meeting was held at the site and the second was to discuss the two alternatives that were presented to the City for their review. RH2 presented the options and their associated estimated cost in two figures that are enclosed in the report. Figure 1 presents locating a 60 kW propane generator inside the existing fluoridation building. The alternative keeps the generator protected from vandalism and does not increase the Water Department's footprint in the park. Figure 2 presents locating a 60 kW propane generator outdoors inside a block impoundment attached to the CCTF building. This alternative is less protective of the generator and adds more footprint in the park. Both alternatives recommend powering Well 8 and the fluoridation building with the City's portable engine generator. The City anticipates limited occasions that will require Well 8 to be used under generator power. Wells 123 have automatic backup poorer and will only be out of service when the Cedar River is in flood stages; therefore, requiring Well 8 to be placed in operation. Both alternatives recommend powering the telemetry radio in the Well 9 building with backup power from the CCTF building. Backup power to operate Well 9 is not included in either alternative per the direction of the City. See Figures 1 and 2 for additional detail and cost estimates. The estimated cost is nearly identical for both alternatives. The cost estimates listed on the Figures does not include cost for mobilization, demobilization, overhead and profit, sales tax, permits or engineering. Park and Fire Department Review The City and RH2 presented both proposed alternatives to the City Parks Department at a meeting on September 2, 2011. We discussed the construction schedule and that neither alternative would impact the operations of the Community Center or the playing fields. The City's Park Manager, Ms. Kelly Beymer, was present at the meeting and had no major concerns with either alternative. RH2 contacted the Fire Plan Reviewer/Inspector, Mr. Cory Thomas, to discuss any concerns the Fire Department would have regarding a propane generator inside the fluoridation building. Cory informed us that he classifies a propane generator the same as a "fuel burning appliance". There are no specific fire code regulations regarding locating "fuel burning appliances" inside a building of this type. The propane tank will need to be located a minimum distance from all building structures depending on the size of the propane tank. Cory offered to assist us with that requirement after we select the size of the propone tank. Neither Parks Department nor the Fire Department had any concerns with the proposed improvements. Permits A building permit and an electrical permit will be needed for this project. We are unaware of any additional permits for this project. I1/15/11 8:27 AM Z:\Bothell\Data\REN\111-016\Ltr to Tom Malphrus - CCTF Backup Power Project Report.doc Mr. Thomas Malphrus November 15, 2011 Page 3 Recommendation On August 1, 2011, RH2 met with you and Ray Sled to discuss both alternatives. At that meeting it was determined that the City preferred having the proposed generator inside the fluoridation building. Based on that preference, RH2 recommends that the City move forward with the design and installation of the improvements proposed in Figure 1. We estimate a project cost of $136,059 (2011 dollars) to design and construct the proposed improvements. A breakdown of this cost is attached as Figure 3. With your approval RH2 will prepare a scope and fee for design, bidding and construction services. If you have any questions, please feel free to call me at (425) 951-5372. Sincerely, RH2 ENGINEERING, INC. Mark Miller., P.E. Project Manager MM/CA/kj Enclosures: Figure 1, Figure 2 and Figure 3 WA S1, P n ` 38613 r ���j �CISTti�Ft .�tU�U / SS/C�vAL SV G^ 22780 A C�- 11�C STF,RHO 1` 11/15/11 8:27 AM Z:\Bothe110ata\REN\1l 1-016\Ltr to Tom Malphrus - CCTF Backup Power Project Report.doc INTERSTATE 405 IMPROVEMENT 1: DOSTING CITY -OWNED PAD -MOUNT TRANSFORMER THAT POWERS WELL 8 AND FLUORIDATION BUILDING. IMPROVEMENT OPTION: -INSTALL 100 AMP FEEDER BREAKER IN EXISTING MCC TO FEED 480 VOLT POWER TO FLUORIDATION BUILDING. COST 12,100 I ETOSTING GENERATOR IMPROVEMENT 2: DISCONNECT AND RECEPTACLE FLUORIDATION BUILDING SERVICE ENTRANCE RACEWAY. IMPROVEMENT OPTIONS: 5 IMPROVEMENT 7: -DISCONNECT SERVICE F® FROM TRANSFORMER AND CONNECT TO PROPOSED 100 AMP FIEEDER BREAKER. IMPROVEMENT 5: PROPOSED RACEWAY AND CONDUCTORS TO WELL 9 NE COST 12,000 PROPOSED UNDERGROUND RACEWAY AND CONDUCTORS TO BUILDING. SINGLE PHASE SOURCE CCTF WITH SIDEWALK REPAIR. COSTT $13,700 COST 19,51)0 PROPOSED HAND HOLE i WELD_ NO. 8 W BUIIUDING IMPROVEMENT 8: v PROPOSED MANUAL TRANSFER SWITCH (MTS); LOCATED BETWEEN BUILDING POWER AND GENERATOR POWER POWER. COST 13,100 DOSTNG ELECTRICAL SERVICE PANEL �^ FLUORIDATION BUILDING IMPROVEMENT 3: coRRosTaN CONTROL CITY'S DOSTNG GENERATOR PLUGGED 4 TREATMENT FACILITY EOOSTTNG WELL 9 INTO WELL 8 RECEPTACLE IMPROVEMENT 4: TELEMETRY ROOM IMPROVEMENT OPTIONS: PROPOSED PROPANE ENGINE GENERATOR. —ADD SECURITY FENCING WHEN INTERIOR IMPROVEMENTS: GENERATOR WILL BE ON51TE FOR EXMOED PERIOD. -INSTALL 60 KW 480V 3P PROPANE GEN SET IMPROVEMENT 6: WELL No 9 COST: ESTIMATED COST IS =100 -REMOVE DOUBLE DOORS TO BACK OF BUILDING TO CCTF ELECTRICAL SERVICE CHANGES BUILDING ALLOW FOR GEN SET VENTILATION, REPLACE WITH D(HAUS PER WEEK PLUS SETUP FILES' LOUVER' E;oSTNG FEECTPoCAL R30M IMPROVEMENT OPTIONS: _ jo -INSTALL AIR INTAKE LOUVER IN FRONT OF BUILDING -REPLACE EIOSIING 200AMP GENERATOR RECEPTACLE COST :27,400 NTH JUNCTION BOX USE EXISTING CONDUCTORS AND EXTERIOR IMPROVEMENTS: SAUCE TO FEEDER ONES FROM GENERATOR.RET'LACf ' W►.;:.�:9 -PROPANE TANK h PAD EXISTING MANUAL TRANSFER SWATCH WITH AN AUTOMATIC COST 12,DO0 TRANSFER SWITCH. INSTALL RACEWAY AND CONDUCTORS TO GENERATOR FOR CONTROL TOTAL COST: 129,400 COST 110,400 FLUORIDATION BUILDING — RECONFIGURE POWER SOURCE. CCTF — INSTALL EG SET INSIDE FLUORIDATION BUILDING. EXISTING SETUP: FIGURE 1 EXISTING SETUP: WELL 8 BUILDING IS SET UP WITH A MANUAL TRANSFER SWATCH AND PORTABLE♦ GENERATOR CONNECTION TO BE CCTF IS SETUP NTH 2O0A GEN SET RECEPTACLE TO PROVIDE BACK-UP POWER NTH PORTABLE EG SET. WELL 9 USED WITH CITYS 50OKW PORTABLE GEN SET. THE FLUORIDATION BUILDING HAS NO BACKUP POWER. TET.EMETRY SYSTEM HAS NO BACK-UP POWER. IMPROVEMENT DESCRIPTION: IMPROVEMENT DESCRIPTION: TO SUPPLY BACK-UP POWER TO THE FLUORIDATION BUILDING, THE CURRENT SERVICE WILL BE MODIFIED TO BE TO SUPPLY THE CCTF NTH RELIABLE AND PERM,,NENT BACK-UP POWER, A PROPANE GENERATOR WILL BE POWERED FROM THE WELL 8 POWER SERVICE CREATING A DIRECT CONNECTION TO THE E)OSTING PORTABLE GEN RETROFITTED INTO THE FLUORIDATION BUILDING. TIE GENERATOR BACK-UP POWER WILL BE CONNECTED TO BOTH SET POWER CONNECTION. THE CCTF SYSTEM AND WELL 9 TELEMETRY SYSTEM. RESULT OF IMPROVEMENTS: RESULT OF IMPROVEMENTS: SECURE LOCATION FOR ENGINE GENERATOR TO PROVIDE MANUAL EMERGENCY BACK-UP POWER TO CCTF AND RELIABLE BACK-UP POWER SUPPLY TO OPERATE WELL 8 AND FLUORIDATION SYSTEM. VEll 9 TIEMETRY ENGINEER'S ESTIMATE: ENGINEER'S ESTIMATE IMPROVEMENT 1: 12,100 IMPROVEMENT 4: 129,400 IMPROVEMENT 2: SZODO IMPROVEMENT 5: 19,500 I M TOTAL 14,100 + WA PROVEMENT 6: $10,400 STATE SALES TAX IMPROVEMENT 7: 113,700 IMPROVEMENT 8: 13,100 CITY OF R E N TO N TOTAL$66.IDO + WA. STATE SALES TAX o Y FLUORIDATION BUILDING AND CORROSION CONTROL TREATMENT FACILITY BACK-UP POWER OPTION 1 _20 �� 0 s REVISION DATE: 11-15-2011 ORIGINAL SCALE (INCHES) N `i B EXISTING GENERATOR DISCONNECT AND RECEPTACLE i' C WELL NO, 8 BUILDING IMPROVEMENT 3: 3 CITYS DUSTING GENERATOR PLUGGED INTO WELL 8 RECEPTACLE IMPROVEMENT OPTIONS: -ADD SECURITY FENCING WHEN GENERATOR WILL BE ONSITE FOR EXTENDED PERIOD. COST: ESTIMATED COST IS =10D 1w AM REVISION DATE: 11-9-2011 INTERSTATE 405 IMPROVEMENT 1: DUSTING CITY -OWNED PAD -MOUNT TRANSFORMER THAT POWERS WELL 8 AND FLUORIDATION BUILDING. IMPROVEMENT OPTION: -INSTALL 100 AMP FEEDER BREAKER IN EXISTING MCC TO FEED 480 VOLT POWER TO FLUORIDATION BUILDING. COST i1.100 2 IMPROVEMENT 2: FLUCRDAT0N BUILDING SERVICE ENTRANCE RACEWAY. IMPROVEMENT OPTIONS: 1 -DISCONNECT SERVICE FEED FROM TRANSFORMER AND CONNECT TO PROPOSED 100 AMP FEEDER BREAKER. COST 13,ODO DUSTING ELECTRICAL SERVICE PANEL j FL.UORDA71ON RINGING FLUORIDATION BUILDING - RECONFIGURE POWER SOURCE. EXISTING SETUP: WELL 8 BUILDING IS SET UP NTH A MANUAL TRANSFER SWITCH AND PORTABLE GENERATOR CONNECTION TO BE USED NTH CITYS 500KW PORTABLE GEN SET. THE FLUORIDATION BUILDING HAS NO BACKUP POWER. IMPROVEMENT DESCRIPTION: TO SUPPLY BACK-UP POWER TO THE FLUORIDATION BUILDING, THE CURRENT SERVICE WILL BE MODIFIED TO BE POWERS FROM THE Will 8 POWER SERVICE CREATING A DIRECT CONNECTION TO THE EXISTING PORTABLE GEN SET POWER CONNECTION. RESULT OF IMPROVEMENTS: RELIABLE BACK-UP POWER SUPPLY TO OPERATE Mai 8 AND FLUORIDATION SYSTEM. ENGINEER'S ESTIMATE: IMPROVEMENT 1: $2,100 IMPROVEMENT 2: t3,ODO TOTALf51DO + WA. STATE SALES TAX 5 IMPROVEMENT 5: PROPOSED UNDERGROUND RACEWAY AND CONDUCTORS TO COTE WITH SIDEWALK REPAIR COST $7.600 V, CORROSION CONTROL TREATMENT FACILITY EXISTING ELECTRICAL ROOM IMPROVEMENT 6: CCTF ELECTRICAL SET'VICE CHANGES IMPROVEMENT OPTIONS: -REPLACE EXISTING 200AMP GENERATOR RECEPTACLE WITH JUNCTION BOX. USE DUSTING CONDUCTORS AND SPLICE TO FEEDER LINES FROM GENERATOR COST 11,DDO ALTERNATIVE: -CONVERT TO AUTOMATED ELECTRICAL SWITCHGEAR. REPLACE DUSTING MANUAL TRANSFER SWITCH NTH AN AUTOMATIC TRANSFER SWATCH. INSTALL RACEWAY AND CONDUCTORS TO GENERATOR FOR CONTROL COST =I0,400 FIGURE 2 CITY OF RENTON II IMPROVEMENT 7: PROPOSED RACEWAY AND CONDUCTORS TO WELL 9 BUILDING. 12OV, SINGLE PHASE SOURCE COST =13,7DO IMPROVEMENT 4: OUTSIDE GENERATOR PLACIEMENT IMPROVEMENT OPTIONS: -INSTALL 60 KW 480V 3P GEN SET -INSTALL 8' TALL BLOCK WALLS TO MATCH EXISTING BUILDING WITH 6' WIDE GATE PATH SECURITY INSERTS -PROPANE TANK k PAD COST $29,700 OUSTING WELL 9 TELEMMY ROOM IMPROVEMENT 8: v PROPOSED MANUAL TRANSFER SWITCH (MTS); LOCATED BETWEEN BUILDING POWER AND GENERATOR POWER POWER COST $3,100 WELL NO 9 BUILDING CCTF - INSTALL EG SET OUTDOOR CCTF. EXISTING SETUP: OCTF IS SETUP WITH 2O0A GEN SET RECEPTACLE TO PROVIDE BACK-UP POLAR NTH PORTABLE EG SET. ARL 9 TELEMETRY SYSTEM HAS NO BACK-UP POWER. IMPROVEMENT DESCRIPTION: TO SUPPLY THE CCTF WITH RELIABLE AND PERMMENT BACK-UP POWER, A PROPANE GENERATOR TOLL BE INSTALLED INTO A r TALL BRICK ENCLOSURE WTH A GATE THE GENERATOR BACK-UP POWER WILL BE CONNECTS TO BOTH THE CCTF SYSIDA AND WELL 9 TEU MMY SYSTFN. RESULT OF IMPROVEMENTS: SECURE OUTDOOR LOCATION FOR ENGINE GENERATOR TO PROVIDE MANUAL EMERGENCY BACK-UP POWER TO CCTF AND WELL 9 TELEMETRY. ENGINEER'S ESTIMATE IMPROVDAENT 4: M300 IMPROVEMENT 5: $7,600 IMPROVEMENT 6: =1,OD0 IMPROVDkNT 7: S13,700 IMPROVEMENT 8: 13.100 FLUORIDATION BUILDING AND CORROSION CONTROL TREATMENT FACILITY BACK-UP POWER OPTION 2 � rrika 1'-20' • U I ORIGINAL SCALE (INCHES) Figure 3 City of Renton CCTF & Fluoridation Electrical Improvements Planning Level Cost Estimate Option 1 Item Description Quantity Units Unit Cost Total Cost Notes Part 1: 100A 3P 480V Breaker $2,100 1 EA $1,500.00 $1,500 Labor 8 HR $75.00 $600 Part 2: $2,000 (3) - #2, or same as feeder Wire 1201 LF $3.66 $500 Conduit 40 $6.29 $300 Labor 15 HR $75 $1,200 Part 3: (Optional) Security Fencing 0 WK $100.00 $0 Setup Costs Part 4: $29,400 Generator: 60 KW Gen Set i EA $20,220.00 $20,300 Kohler 40REZG, Fuel: Propane Labor for Install 16 HR $75.00 $1,200 Back door renovation: Masonry: Material 1 EA $350.00 $400 Labor 161 HR $50.00 $800 Sheet Metal: Material 1 EA $500.00 $500 Labor 24 HR $70.00 $1,700 Electrical: Material 1 EA $100.00 $100 Labor 12 HR $75.00 $900 Front louver install: Lower 1 EA $850.00 $900 Labor 12 HR $50.00 $600 Propane Tank Pad Tank 1 EA $500.00 $500 Fuel 1 LS $600.00 $600 Material 1 EA $500.00 $500 Labor 81 HR $50.00 $400 Part 5: $9,500 Trenching 175 LF $7.00 $1,300 Wire & PVC 525 LF $9.95 $5,300 (3) - #2, or same as feeder, (1) Y PVC Sidewalk Repair 1 EA $2,000.001 $2,000 Handhole 1 EA $900.00 $900 Part 6: S10AW Junction_Box installed 1 EA $350.00 $400 NEMA 3R Junction Box Labor 8 HR $75 $6W ATS 1 EA $4,800.00 $4,800 ATS, 100A, 3P Wire & PVC 525 LF $5.95 $3,200 (3) - #2, or same as feeder, (1) 2' PVC Labor 18 HR $75 $1,400 Part 7: $13,700 Trenching 275 LF 1 $7.00 1 $2,000 Wire & PVC 975 LF $9.95 $9,800 (3) - #2, or same as feeder, (1) 2' PVC Sidewalk Repair 1 EA $1,000.00 $1,000 Includes Repair at Well 9 Handhole 1 EA $900.00 $900 Part 8: $3,100 MTS 1 EA $2,500.00 $2,500 MTS, 100A, 3P Labor 8 HR $75 $600 subtotal: $70,200 Rate Mob/Demob 5% $3,510 Overhead and Profit 20% $14,742 total before taxes $88,452 WSST 8.60% $7,607 Permitting $5,000 Engineering $35,000 Grand Total $136,059 11/15/20118:17 AM Z:\Bothell\Data\REN\111-016\REN-CCTF Estimates.xlsx CITY OF RENTON Northwest 40 CERTIFIED MAIL RETURN RECEIPT REQUESTED Date: August 29, 2013 PRELIMINARY NOTICE OWNER City of Renton 1055 South Grady Way Renton, WA 98057 Certified Mail No. 7012 346o 0000 3304 8690 RE: Emergency Power for CCTF 2013 Dear Project Manager: SEP 03 2013 RECEIVED CITY CLERK'S OFFICE /✓Ar� Sc414 CC C,46-13-o3-2 PRIME CONTRACTOR/CUSTOMER High Mountain Electric, Inc 11863124th Avenue NE Kirkland, WA 98034 Certified Mail No. 7012 346o 0000 3304 87o6 This is to advise you that Cummins Northwest, LLC. has been contracted to provide one (1) OTPC 3oo and one (1) OTPCSE 300 Cummins Automatic Transfer Switches, and one (1) 6o.oGGHE DQDAC Cummins Generator with related accessories, for use on the above -referenced project. These materials were delivered or will be delivered on the order of High Mountain Electric, Inc for use in the construction, alteration and/or repair of that certain building or structure known Emergency Power for CCTF 2013. We hereby advise you that should our customer fail to pay for the materials, supplies and/or equipment furnished in a timely manner, the Prime Contractor and its bond or lending institution will be held liable for the payment of any unpaid materials, supplies, or equipment furnished by Cummins Northwest, LLC. Cummins Northwest, LLC will also claim against the General Contractor's retained percentage for unpaid material or supplies. If you have any problems in connection with the materials supplied, we hope you will not hesitate to call. Best reg ds, CUMM S NORTHWEST, aana Ahme san Credit & Contracts Specialist CC: Western Surety Bond Bond # 71400433 1o1 S Phillips Ave Sioux Falls, SD 57104-6703 Certified Mail No. 7012 346o 0000 3304 8713 Cummins Northwest, LLC 4711 North Basin Avenue (97217-3557) P.O. Box 2710 Portland, OR 97208-2710 Phone 503 289 0900 Fax 503 286 5938 cumminsnorthwest.com RECEIVED SEP 0 5 2013 CITY OF RENTON UTILITY SY.STi-K/m Service Locations: Alaska - Anchorage; Montana - Missoula; Oregon - Coburg, Medford, Pendleton, Portland, Portland Distribution Center; Washington - Chehalis, Renton, Spokane, Yakima 2 „a s u1�M +� G �5� D d�G� 1.t o. 2 ?ovu for CGr = •Zv t 3 T .� GA 69- Ark HIGH MOUNTAIN ELECTRIC, INC. /2-?.0-2-0i3 Quote Date: December 1, 2013 Project 1 Renton CCTF extra work City Of Renton 1055 S Grady Way Renton, WA 98057 Attention: Thomas Malprus, P.E. High Mountain Electric is providing a price for additional work at the CCTF project. Includes: Complete work for a working gas sniffer system to shut down fuel if a leak is detected. Price includes Macurco Sniffer, Asco Solenoid, conduit, wire and labor. Complete work for the exhaust muffler for work not shown on drawings. Price includes flashing, insulation and required labor. Price $5,316.00 Price includes bond... excludes sales tax. Thank you, Lee Barnsley 11863 124P Avenue NE, Kirkland, WA 98034 — Phone: 425.823.5600 — Fax: 425.823.5677 — www.highmountainelectric.net , 12127/2013 2:59:05 PM Page 1 Renton CCTF Gas detection Job Number: 120 Extension By Phase Item # Description Quantity Price U - 01 Raceway, Fittings & Boxes - 1000 112" EMT 90 18.39 C 1436 1/2" Set Screw Steel Conn 2 12.18 C 1556 112" Set Screw Steel Cplg 9 2002, C 2278 1/2" 1-Hole Strap 11 5.99 C --- 01 Raceway, Fittings & Boxes Total --- --- 02 Wire & Cable --- 2790 #12 THHN CU Stranded Wire 714 117.99 M --- 02 Wire & Cable Total --- --- 07 Misc --- T0001 Macurco sniffer 1 311.00 E T0002 Asco 8215BO50 Solenoid 1 280.25 E T0003 flashing for exhaust 1 821.00 E T0004 Heat rated insulation 1 985.00 E T0005 rain cap 0 50.00 E --- 07 Misc Total --- Job Total Target, Labor column 2 Ext Price Labor Hr U Ext Lab Hr 16.55 2.50 C 2.25 0.24 0.05 E 0.10 1.80 0.05 E 0.45 0.67 2.29 C 0.26 19.26 3.06 84.24 7.50 M 5.36 84.24 5.36 311.00 3.00 E 3.00 280.25 0.50 E 0.50 821.00 3.25 E 3.25 985.00 4.00 E 4.00 0.00 0.75 E 0.00 2.397.25 10.75 2,500.75 19.17 12/27/2013 2:57:10 PM Page 1 Renton CCTF Gas detection Direct Job Expenses Description Quantity Rate Total Truck Charge 1.00 $50.00 50.00 frieght 1.00 $60.00 60.00 Total $110.00 12/27/2013 2:58:08 PM Page 1 Renton CCTF Gas detection Totals (Summary) - Bid Summary: Default Material Non -Quoted Quotes Sales Tax (0.00%) Total Material Labor Direct (19.17 hours @ $74.75) Non -Productive Labor Total Labor Direct Job Expenses Tools and Miscellaneous Materials Subcontracts Job Subtotal (Prime Cost) Overhead (10.00%) Profit (5,00%) Job Total Bond Job Total with Bond Actual Bid Price Material to Direct Labor ratio: 0.64 Prime Cost per square foot Job Total per square foot Actual Bid Price per square ft Labor cost per square foot Labor hours per square foot Gross Profit % Gross Profit $ Net Profit % $2,500.75 0.00 0.00 $2,500.75 $1,432.96 0.00 $1.432.96 5110.00 0.00 425.00 $4,468.71 446.87 245.78 $5,161.36 154.84 $5,316.20 $5,316.20 S0.00 $0.00 MOO $0.00 0.00 15.94 5847.49 $4.62 CITYOFRENTON CONTACT PERSONNEL CONTACT NAME POSITION TELEPHONE CITY OF RENTON TOM MALPHRUS, P.E. PROJECT MANAGER 425 430.7313 CITY OF RENTON RAY SLED WATER MAINTENANCE MANAGER 425 43D-7400 RH2 ENGINEERING MARK MILLER, P.E. CONSULTANT PROJECT MANAGER 425 951-5360 RH2 ENGINEERING CLAYTON ANDERSON CONSULTANT PROJECT ENGINEER 425 951.5381 REID INSTRUMENTS TOM REID SYSTEM INTEGRATOR 425 349.3882 PUGET SOUND ENERGY POWER AND NATURAL GAS 888 321-7779 ONE -CALL LOCATE CALL 48HRS BEFORE YOU DIG 800 424-5555 r *A"A'G 227 b1a s.� .SICKED 01104113 EMERGENCY POWER FOR CCTF 2013 PROJECT 8613 CONTRACT NO. WTR-27-3583 r0N4L ' ONAL I GENERAL NOTES I 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS. TECHNICAL SPECIFICATIONS, THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. EXISTING FACILITIES AND UTILITIES a. EXISTING FACILITIES: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ACCESS TO THE EXISTING FACILITIES UNTIL THE PROPOSED IMPROVEMENTS ARE OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE, THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. 4. PRE -CONSTRUCTION CONFERENCE A PRE -CONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. PRE -CONSTRUCTION CONFERENCE REQUIREMENTS FOR SPECIFIC WORK ITEMS ARE NOTED IN THE PLANS AND SPECIFICATIONS. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION- SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. MAINTAINING FACILITY OPERATIONS EACH FACILITY HAS A RESTRICTION FOR ALLOWABLE DOWNTIME DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. SEE TECHNICAL SPECIFICATION DIVISION 1.72 FOR SCHEDULING AND SEQUENCING. 7. CONTRACTOR INITIATED CHANGES CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 8. TRAFFIC CONTROL NOTES THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITES. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. AT NO TIME SHALL ACCESS TO ANY OF THE FACILITIES BE CLOSED DURING CONSTRUCTION 9. DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 10. CONSTRUCTION STAGING AREAS THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR DETERMINING THE LOCATION OF CONSTRUCTION STAGING AREAS. WINTER 2013 SHEET LIST Sheet Number Sheet TiBe COVER ELECTRICAL LEGEND ONE -LINE DIAGRAM Dwg No 1 2 3 COV E01 E02 4 ELECTRICAL SITE PLAN E03 5 FLUORIDATION BUILDING ELECTRICAL PLAN E04 6 FLUORIDATION BUILDING ENGINE GENERATOR AND VENTILATION DETAILS E05 7 PROPANE TANKS AND FENCING DETAILS E06 8 CCTF AND WELL 9 ELECTRICAL MODIFICATION E07 CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 REVISED TO CONFORM /ITTO,,,,CONSTRUCTION RECORDS / a(% m� 06/18/14 IRH2 ENGINEERING INC. DATE SICNED 0//04113 M O N Z � ft ZU. uj Cc Oa UZ W cr W z W W O U 00 ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING. INC http: //—. ,h2.o moiiboe0,1,2.m 181Z /ll E;,5, BEWNGHAM aeo.sx- 454 Weal Hut. Rood BOTHELL 22722 291h Dare SE. Suite 1210 EAST WE TCHEE eoa 4weoo 3DD Sin. Street. Site 5 RICHLAND 114 Col—Wo Pont Dow, SuitelC SILVERDALE seo.rn.- 2021 NW Mitre R4 %ile 107 TACOMA aas.s>zaos» 621 P.iRc A— Suite 104 SCALE: SHOWN 0 I" 2- DRAMN3 IS NOT TC SCALE 'F 3AR IS NOT 2- LONG rvt 1 cec s �CCA COV -1 Jon 4. 2013 Qfw•: REN w�- 111-016 1 r .A.S ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES/DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND . 227 n CIRCUIT BREAKER - CB SIZE 8 N0. OF POLES SERVICE ENTRANCE, O FLUORESCENT FIXTURE SPDT • SINGLE POLE, DOUBLE THROW SPST -SINGLE POLE, SINGLE THROW INDICATOR LIGHT RELAY7aNAL` INDICATOR LIGHT RELAY ET -ELECTRONIC TRIP ET - EL' SE T ER, OR , MOTOR CONTROL CENTER, OR PANELBOARD DPST -DOUBLE POLE, SINGLE THROW A •AMBER G -GREEN TR -Timed relay 123 SIGNED 01/04/13 TM -THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED WALLICEILING MOUNTED FIXTURE WP -WEATHER-PROOF GFI - GROUND FAULT INTERRUPT B -BLUE R •RED CR -Control relay C - CLEAR W - WHITE MIG< SE - SERVICE ENTRANCE PANELBOARD P- POWER ;°'°"� GFI - GROUND FAULT INTERRUPTER C • CONTROL LIMIT SWITCH FLOAT SWITCH re FUSE FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF J - INSTRUMENTATION PC - POWER 8 CONTROL O� O LIMIT SWITCH, NORMALLY OPEN O V� FLOAT SWITCH, NORMALLY OPEN 386+3 FUSED DISCONNECT SWITCH PANELBOARD ® CONTAINED BATTERY CJ -CONTROL 81NSTRUMENTATION '•° ..�`°, PLUG-IN CONNECTION CKT. - CIRCUIT LIMIT SWITCH FLOAT SWITCH ON"L RTM RUN TIME METER NXX FIELD CONTROL STATION WITH NEMA SURFACE OR PENDANT MOUNTED O FIXTURE C.O. - CONDUIT ONLY �� LIMIT SWITCH, NORMALLY CLOSED 0 ,—� FLOAT SWITCH, NORMALLY CLOSED ❑ REQUIREMENTS. N.L. -NIGHT LIGHT CtiEP 01104113 MOTOR OPERATION COUNTER N1- NEMA 1 O RECESSED FIXTURE AL. - ALUMINUM CJ J SSRVS SSRVS -SOLID STATE N3R- NEMA 3R N4 - NEMA 4 - NEMA 4 STAINLESS STEEL MD MOTION DETECTOR CU.-COPPER SWITCH RUN TIME METERN4F-NEMA4FIBERGLASS TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY III -- PUSHBUTTON � OPEN, TIME TO CLOSE NORMALLY CLOSEDN4SS ' Y REDUCED VOLTAGE PHOTO CONTROL CELL JHOAHAND-OFF-AUTO OPERATION COUNTER VARIABLE FREQUENCY DRIVE N6-NEMA6 M2 - NEMA 12 GASKETED MOTOR RUN INDICATION LIGHT SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET TIME DELAY CONTACT PUSH TTONSTARTER TIME DELAY CONTACT, NORMALLY PUSHBUTTON, NORMALLY OPENbag � CLOSED, TIME TO OPEN O O SWITCH OUTLETS �_ EQUIPMENT MOUNTING STAND S ® STANDARD SWITCH, 120VAC, 20 AMP OTIL OVER TEMPERATURE INDICATION LIGHT O� N MOTOR STARTER ® $ 3-WAY SWITCH, 120VAC, 20 AMP O MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT THERMOSTAT THERMOSTAT SWITCH, TIME DELAY CONTACT. NORMALLY c� HEATER, WATTAGE NOTED 3 3wAY o OPEN, TIME TO OPENO NORMALLY OPEN INDICATE TYPE BY INSTRUMENT METER A B MOTOR STARTER W/OPERATOR C D S 3-POSITION SWITCH,120VAC, 20 ®HOA AMP. LABEL SWITCH POSITION LETTER �L �V A - AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER DEVICES A - HAND -OFF -AUTO ® EQUIPMENT CONNECTION HOA HAND -OFF -MOTION OR PHOTO TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, B - OPERATIONAL COUNTER S S PF - POWER FACTOR W -WATTMETER CLOSED, TIME TO CLOSE NORMALLY CLOSED C - RUN TIME METERcl D - RUN LIGHT M SINGLE PHASE MOTOR SINGLE -POLE DEE S PILOT LIGHTED P S AM V - VOLTMETER WH - WATTHOUR METER RELAY CONTACT, NC p nl E - FAIL LIGHT HORSEPOWER AS NOTED DOUBLE -POLE 2 KEY -OPERATED K VA - VOLT AMMETER FLOWSWITCH _R_ RELAY CONTACT, INSTANTANEOUS LL° RACEWAY LEGEND F - EMERGENCY STOP 100 THREE PHASE MOTOR. S THREE WAY 3 S LOW VOLTAGE Lv RELAY CONTACT, NO CHANGE O FLOWSWITCH, NORMALLY OPEN O KIRK KEY INTERLOCK HORSEPOWER AS S FOUR WAY S MASTER Z U W POWER TRANSFORMER NOTED SINGLE PHASE MOTOR. 4 S DIMMER M C�� PUSHBUTTON P PROPOSED POWER PRESSURE SWITCH O a M CONTROL POWER TRANSFORMER HP HORSEPOWER AS NOTED D >� PROPOSED CONTROL FLOWSWITCH PRESSURE SWITCH, NORMALLY OPEN O��O NORMALLY NORMALLY CLOSED �, W � J FIRE SYSTEM SYMBOLS ® HEAT DETECTOR �,•,,, � ELECTRICAL PLUG �L"' PROPOSED INSTRUMENTATION 61 TRANSFORMER ( SMOKE DETECTOR " PROPOSED FIBER OPTICS PRESSURE SWITCH uj W Q CURRENT TRANSFORMER Eh DISCONNECT SWITCH ❑D FIRE ALARM DISPATCH STROBE ALARM 480 VOLT EXPOSED RACEWAY n n PRESSURE SWITCH, `T� I 2 POLE SWITCH NORMALLY CLOSED O O U F FUSED DISCONNECT SWITCH ❑A FIRE ALARM AUDIBLENISUAL ALARM 480 VOLT WIRING CONCEALED. — L a �. VOLTAGE TRANSFORMER COMBINATION MOTOR © FIRE ALARM MANUAL PULL STATIONUNDERGROUND _ _ _ CONCRETE ENCASED ERACEWAY d U �% Z W ADDITIONAL SYMBOLS CONTACTOR STARTER AND DISCONNECT II�Q W J SWITCH 120/208/240 VOLT EXPOSED RACEWAY I cc W CAPACITOR QS SOUND SYSTEM SPEAKER 12012081240V WIRING CONCEALED, 0--}—O 3 POLE SWITCH SOUND SYSTEM VOLUME CONTROL UNDERGROUND. EMBEDDED, OR CONCRETE W ENGINE GENERATOR ® ENCASED RACEWAY C GENERATOR CONNECTION `d DOORBELL CONTROL OR INSTRUMENTATION EXPOSED W RECEPTACLE RACEWAY VALVE SYMBOLS _ _ _ CONTROL OR INSTRUMENTATION, RECEPTACLES AND JUNCTION BOX SYMBOLS SOLID NEUTRAL N PILOT VALVE SOLENOID UNDERGROUND, EMBEDDED, OR J CEILING JUNCTION BOX TB TERMINAL BLOCK CONCRETE ENCASED RACEWAY kQ WALL JUNCTION BOX I�I VALVE-- HOME RUN TO PANELBOARD OR AS GENERAL NOTES SURGE PROTECTION DEVICE �J FLOOR JUNCTION BOX INDICATED 1. THIS IS A STANDARD LEGEND. NOT All Of THE INFORMATION SHOWN ON THIS PAGE RUN i N rERS DUPLEX WALL RECEPTACLE, 120V CHECK VALVE CONDUIT RUN, BROKEN AND CONTINUED WILL APPEAR IN THIS SET OF PLANS NNERsSPD N r I S T S a o SURGE PROTECTION DEVICE (ALTERNATIVE) WP = WEATHERPROOF SAME SHEET OR AS NOTED 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. EXACT LOCATIONS OF ELECTRICAL G = GROUNDED =ISOLATED GROUND GF = GROUND FAULT INTERRUPTER I I CONTROL VALVE FLEXIBLE CONDUIT I + CONDUIT RUN, HATCH MARKS INDICATE �T NUMBER OF CONDUCTORS EQUIPMENT UIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION Of ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST Rt112 ENGINEERING, INC. n+ta//m rn2 <om m *o.en2 « I eao 72o eo52 BELLINGHAM —.s7 — GROUNDING SYSTEM SYMBOLS _ GROUND - � CALLOUT INDICATING CONDUIT SIZE, EDITIONS OF ALL I CABLE CODES AND UTILITY COMPANY STANDARDS TACT °n 454 Weil HaHR-1 ELECTRICAL SITE PLAN SYMBOLS METAL PIPE GROUND DOUBLE DUPLEX SINGLE RECEPTACLE. 120V Y2" GRC. 2412 NUMBER AND SIZE Of WIRE. THE UTILITY COMPANY REPRESENTATIVES VERIFYSENT TIVES AND VERIFY THEIR REQUIREMENTS. REMENTS. .u�a+oe BGTHELL ?z7z2 zmn w�K sr. Sal. i10 ¢ �— UTILITY POLE AND GUY WIRE 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE MENATCHEE --- CONNECTION POINT, EXOTHERMIC b SINGLE RECEPTACLE, 208V HH MANHOLE OR HANDHOLE CALLOUT INDICATING CONDUIT PER DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS LACK OF W sm.o st-1. w'I° 5 WELD. CADWELD OR APPROVED xxx SCHEDULE INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES RICHLAND ... 1.1 EQUAL ® DUPLEX FLOOR RECEPTACLE, 120V © BURIED POWER VAULT OR MANHOLESILVERDALE WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. n4 cawn6o oo.+ aK, soae c GROUND ROD SIZED PER N.E.C. O SPECIAL PURPOSE WALL �T TELEPHONE VAULT OR PEDESTAL CONDUIT BENT UP OR TOWARD -— 2021 NW Mpe 6Rd SWI, 107 USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD, RECEPTACLE. RATING AS NOTED ) CONDUIT BENT DOWN OR AWAY 62/1 p.D &AAa SWI�e IN O CLOCK F FIBER OPTICS VAULT OR PEDESTAL -' ALE: SH (� PIGTAIL. BARE COPPER, LENGTH AS O 7 CAPPED CONDUIT REQUIRED, B'MINIMUM TELEVISION LUMINAIRE D 1"E2" _ — CONNECTION POINT, MECHANICAL, / TELEPHONE 3I I PAD -MOUNT TRANSFORMER 11 COMPRESSION TYPE 0 1 " TELEPHONE/DATA WITH CABLE ROAD REVISED TO CONFORM + mCCA TO CONSTRUCTION RECORDS EOl xc.cc MUM -- -- - - - /�)'}}�J,,/ '//,,,,, /'1"L l / -IA"- 06/18/14 c•r. Jan 4. 2013 91�7.c ax"•, IEN H ENGINEERING INC. DATE n Nn. 111-016 8 iu"uc CCTF-D-E-LEGEND.OWG EXISTING SERVICE TRANSFORMER NEAR WELL 8 EXISTING SERVICE MAIN r--- - -- - -- - ---------------------------------- EXISTING SERVICE BREAKERS PROPOSED AUTOMATIC TRANSFER EXISTING CCTF MCC TRANSFORMER EXISTING SERVICE �I SWITCH'ATS' METER \T�\ eTe 480/277 -VOLT 30 FLUORIDATION BUILDING ONE -LINE DIAGRAM NO SCALE EXISTING CCTF LIGHTING PANEL 'LP- LOCATED IN • / CCTF MCC 225A P1 t MAIN PROPOSED WELL 9 TELEMETRY SERVICE BREAKER I 20A • 'NEUTRAL GND BUS I P4 I I I ------------------------------------- - - - -- CCTF AND WELL 9 ONE -LINE DIAGRAM NO SCALE LUORIDATION EXISTING LIGHTING PANEL 'B' I I REVISED TO CONFORM TO CONSTRUCTION RECORDS _ O6 18 14 HH ENGINi�EERING INC DATE -- EXISTING CCTF BUILDING /- EXISTING WELL 9 BUILDING EXISTING UPS WITH POWER CORD I I I 20 AMP DUPLEX RECEPTACLE, TYPICAL I i I I I NO - I 1 I 12 I I I I P9 I ' I I I I I I I EXISTING FIBER SWITCH WITH POWER CORD I I I I I ELECTRICAL EQUIPMENT SCHEDULE MANUFACTURER MODEL NO. TRANSFORMER DISCONNECT SWITCH - NEMA 1 ENCLOSURE. HEAVY DUTY RJDN250 W1 HJD BREAKER, THERMAL MAGNETIC, 100 AMP, 480 VOLT, 42 KAIC WITHSTAND, CUTLER HAMMER CIRCUIT BREAKER rDESCRIPTION CIRCUIT BREAKER SWITCH. MOUNT TOP OF ENCLOSURE 6'-0'ABOVE OR EQUAL FINISHED GRADE. WALL MOUNTED COOLING THERMOSTAT - SNAP ACTION, SPDT LINE HONEYWELL T631C1103 OR VOLTAGE AIR SWITCH CONTROLLER. RANGE: -30'- 100T, SET AT 75'F. EQUAL MOUNT 4 FEET ABOVE FINISHED FLOOR. © SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH - SEE SEE SPECIFICATIONS SEE SPECIFICATIONS SPECIFICATIONS, 600V 3m. 100 AMP RATED, MOUNT TOP OF ENCLOSURE 6'-W ABOVE FINISHED GRADE. CI NON -SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH - SEE SEE SPECIFICATIONS SEE SPECIFICATIONS SPECIFICATIONS, 600V 3C 200 AMP RATED, MOUNT TOP OF ENCLOSURE 6'-0' ABOVE FINISHED GRADE. 0 TRANSFORMER - 45KVA, 3o, 480V DELTA TO 208/120 VOLTS WYE, VENTED V48M28T45EE OR ENCLOSURE. CONTRACTOR SHALL SECURE TO EQUIPMENT CUTLER HAMMER EQUAL HOUSEKEEPING PAD. EQ SERVICE DISCONNECT - NON -FUSIBLE 30 AMP- TWO POLE, DG221UGB OR 2-WIRE, 240 VAC, NEMA 1 ENCLOSURE. MOUNT TOP OF CUTLER HAMMER EQUAL ENCLOSURE 4'- O' ABOVE FINISHED GRADE ELECTRICAL NOTES t� 1. CONTRACTOR SHALL REUSE EXISTING CONDUCTORS AND CONDUITS OR SHALL REPLACE ALL. SPLICES WILL NOT BE ACCEPTED. 2 CONTRACTOR SHALL LABEL DISCONNECT PER NEC CODE REQUIREMENTS FOR PLACEMENT IN A SECONDARY STRUCTURE 3, EXISTING CONDUIT WITH 2 PHASE CONDUCTORS TO FLUORIDATION ELECTRICAL SERVICE. PROVIDED ALL NEW CONDUCTORS THIS CONTRACT m 4. CONTRACTOR SHALL BALANCE LOADS ON PHASES ALL 120V LOADS TO BE MOVED TO PHASE X1 OR X3. 5. CONTRACTOR SHALL REPLACE EXISTING TRANSFORMER WITH PROPOSED TRANSFORMER AND USE ALL EXISTING CONDUCTORS AND CONDUIT IF SPLICES NOT REQUIRED. SPLICES SHALL NOT BE ALLOWED ON SECONDARY CONDUCTORS. CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES Pt FLUORIDATION BUILDING SERVICE TRANSFORMER FLUORIDATION AUTOMATIC TRANSFER SWITCH'ATS' 2' SEE NOTE 3 EXISTING CONDUIT P2 FLUORIDATION AUTOMATIC TRANSFER SWITCH 'ATS' FLUORIDATION TRANSFORMER DISCONNECT 1117 (4) - #2, (1) - #8 GRD P3 FLUORIDATION BUILDING GENERATOR CCTF BUILDING AUTOMATIC TRANSFER SWITCH'ATS' 7 (4) - #1, (1) - #6 GRD P4 CCTF BUILDING MOTOR CONTROL CENTER,'MCC' WELL 9 BUILDING DISCONNECT SWITCH 2' (2) - #8, (1) - #10 GRD PS VENTILATION CONTROL PANEL, -VCP' EXISTING UGHTING PANEL, 'LP' 314' (2) - #12, (1) - 012 GRD P6 EG INTAKE LOUVER VENTILATION CONTROL PANEL,'VCP' 3/4' (2) - #12, (1) - #12 GRD P7 FLUORIDATION TRANSFORMER LIGHTING PANEL IN FLUORIDATION STORAGE 2' (3) - 310 EXISTING EXISTING CONDUIT AND CONDUCTORS P8 FLUORIDATION TRANSFORMER LIGHTING PANEL IN RESTROOM STORAGE 2' (3) - 310 EXISTING EXISTING CONDUIT AND CONDUCTORS P9 WELL 9 BUILDING DISCONNECT SWITCH WELL 9 JUNCTION BOX 3/4' (2) - #12, (1) - 012 GRD P10 WELL 9 JUNCTION BOX WELL 9 DUPLEX OUTLET 314' (2) - 912, (1) - #12 GRD Pll CCTF AUTOMATIC TRANSFER SWITCH'ATS' CCTF MOTOR CONTROL CENTER *MCC" 21Q' (4) - 25OKCMIL, (1) - #6 GRD EXISTING CONDUIT AND CONDUCTORS P12 FLUORIDATION BUILDING GENERATOR FLUORIDATION AUTOMATIC TRANSFER SWITCH'ATS' 1 1/4' (4) - #4. (1) - #8 GRD P13 FLUORIDATION TRANSFORMER DISCONNECT FLUORIDATION TRANSFORMER 1 117 (4) - #2, (1) - #B GRD P14 EG BATTERY CHARGER EG BATTERIES 3/4' (2) - #10. (1) - #10 GRD P15 EG BATTERY CHARGER EXISTING LIGHTING PANEL,'LP' 3/4' (2) - #12, (1) - #12 GRD P16 CCTF SERVICE ENTRANCE CCTF AUTOMATIC TRANSFER SWITCH'ATS' 2112' (4) - 250KCMIL, (1) - #6 GRD USE EXISTING CONDUCTORS Ct EG CONTROL PANEL VENTILATION CONTROL PANEL, 'VCP' 3/4' (2) - 014, (1) - 914 GRD C2 EG CONTROL PANEL EXISTING CCTF TELEMETRY PANEL 7 (10) - #14, (1) - #14 GRD C3 EG CONTROL PANEL FLUORIDATION AUTOMATIC TRANSFER SWITCH'ATS' 3/4' (6)-#14, (1)-#14 GRD C4 EG CONTROL PANEL CCTF AUTOMATIC TRANSFER SWITCH'ATS- 1' (2) - #14, 0) - #14 GRD REVISED PER CONSTRUCTION RECORDS O� r e� • •Ge 2 SIGNED, 01/114/13 �P' °• �u4 a 1 ramL pt, STONED: 01/04119 M O N ti Zv O O Ui CC W u- k OO y. c.i w 0 cc W z W Q Lu Z J Lu Z O C N G I N C LNRS F1 I_ A N N E R S SCIENTISTS RHa ENGINEERING. INC. blip: //—.rb2 can m Rboa61,2 oan I.9W 720 dry. BEWNGHAM —..7 — 454 Wnl Halm Roof WTHELL —,- 72722 29u Dnw f, W1. 210 EAST WENATCHEE eoa�rasoo W Ana+ S,...1, Sui,n 5 RICHLAND 114 CO—N. Puns 01; , Suite, C, SILVERDALE aapix- 2071 NW Mope Ra Sohn 107 TACOMA aaainme. 621 Pmd A,e— 1u0 104 S-'ALE: SHOVM 0 1" 2' DRAM%^. 1$ NC' '_ - -Li. i PAP I-,'1L1 7 LONS [+x• CCA E02 MLM wr Jan 4, 2013 A+ REN l ,an 111-016 A EXISTING FLUORIDATION EXISTING PORTABLE BUILDING SERVICE GENERATOR TRANSFORMER PROPOSED UNDERGROUND b GAS LINE — I Pg 1lDIN0 �' I I I I I I I I PROPOSED (2) 500 GALLON I LIQUID PROPANE TANKS FOR l EMERGENCY GENERATOR MOUNTED TO CONCRETE. SEE DWG NO E06 FOR DETAILS PROPOSED BOLLARDS. SEE DWG NO. E06 FOR DETAILS NATIVE MATERIAL COMPACTED TO 95 % PER ASTM D1557 OR AS REQUIRED PER PLAN 8 z 9' COVER OVER 6• HIGHEST CONDUIT EXISTING CONCRETE SIDEWALK. RESTORE TO EXISTING OR BETTER .22 B CONDITION AFTER INSTALLING CONDUIT ORAL ` auL EXISTING WELL 9 CMU BUILDING SIGNED. 01/1)4/13 SEE DWG NO. E07 FOR ELECTRICAL IMPROVEMENTS Ml�� EXISTING FLUORIDATION CMU .•.ti BUILDING. SEE DWG NO. E04 FOR ELECTRICAL IMPROVEMENTS INTERSTATE 405 (1-405) EXISTING CONCRETE DRIVEWAY _ I �laiu0. AND SIDEWALK. RESTORE TO EXISTING TREES _ _ _ - - - I EXISTING OR BETTER CONDITION PROPOSED (DO NOT DISTURB) _ - - - - - gIOG AFTER INSTALLING CONDUIT AND HANDHOLE (TYP) - -- - PW_9V1ELL I SIGNED. 011b4/l3 PROPANE LINE SEENOTE5 FWORIDATION � �, gU1�DING - - - - - - - - - - - -- PROPOSED PERIMETER FENCE TO SURROUND PROPANE TANKS. SEE DWG NO ED6 FOR DETAILS - FINISH SURFACE PER PLAN o�LLX Q � F zo1.o 4 :2 L) Z U IN TRENCH O O SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 MINIMUM DEPTH BELOW BOTTOM OF ELECTRICAL CONDUIT NUMBER AND DEEPEST CONDUIT INSTALLED IN `- - -- SIZE VARY AS PER SITE PLAN. MAINTAIN TRENCH 1T SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL 4 TO SCALE RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH 1 (TYP) B� .. NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION HMA CL. 12', COMPACTED PER STANDARD SPECIFICATIONS. DEPTH OF REPLACEMENT PATCH TO BE I'THICKER THAN EXISTING. T MIN DEPTH SAW CUT ACP, WHEEL CUT BST EXISTING CONSTRUCTION LIMITS EXISTING ASPHALT DRIVEWAY. RESTORE TO - EXISTING OR BETTER CONDITION PER DETAIL THIS SHEET FUTURE DISINFECTION PIPING EXISTING CCTF CMU BUILDING SEE DWG NO. E07 FOR ELECTRICAL IMPROVEMENTS SITE PLAN 20' - 0• F AS REQUIRED PATCH TO EXTEND 1T 1 BEYOND TRENCH EXTENTS, BOTH SIDES. EXISTING PAVEMENT SUBBASE 6' MIN CRUSHED SURFACING TOP COURSE COURSE COMPACT TO 95%, SEE TRENCH DETAIL FOR TRENCH CUT AND PATCH ALL MAX. DRY DENSITY (MDD). PAVEMENT DAMAGED BACKFILL REQUIREMENTS DURING CONSTRUCTION. MODIFIED PROCTOR TRENCH RESTORATION - PERMANENT PATCH ALE EXISTING LEGEND UTILITY SYMBOLS LINETYPES M WATER VALVE CENTER LINES HYDRANT PROPERTY LINES ■ WATER METER RIGHT-OF-WAY LINES 00 MANHOLES (SS/SD) LOT LINES ❑ CB DITCH LINE O PDWER/UTWITY' POLE FLOW LINE E— GUY ANCHOR WATER LINE Qp POWER TRANSFORMER SANITARY SEWER LINE P T POYU/IELEPHONE VAULT STORM DRAIN LINE O POWER METER DRAIN LINE o TELEPHDNE/TV RISER CHEMICAL UK ED GAS VALVE ABANDONED LINE 0 GAS METER GAS LINE ® MONITORING WELL UNDERGROUND POWER ONES W W WATER/CHEMICAL VAULT UNDERGROUND TELEMETRY LINES NM BURIED VALVE Wj VALVE BOX IINDERLROUNO TELEPHONE JIVES 08 VALVE iN VAULT UNDERGROUND CABLE TV LINES_ SURFACE SYMBOLS OVERHEAD POW" LINES 6 STREET LIGHT OVERHEAD UTIUTY LINES DOD LUMINARE CHAIN LINK FENCE a ya+ c MAILBOX ESY, M ROCKERY CONIFEROUS TREE HATCHING DECIDUOUS�� -� PAVEMENT SURVEY SYMBOLS - ---- '%N ETE • FOUND CASED MOulll- • SE7 5 RUI REEAF w/PUSiIc CAP IN SET MAC NAW/WASHER UNLESS O MSE STATED CONSTRUCTION NOTES xXx 11. SEE DWG NO. E02 FOR ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2. CONTRACTOR SHALL SAW CUT ALL WALKWAY AND DRIVEWAY CROSSINGS AND RETURN TO EXISTING OR BETTER CONDITION. 3. RESTORE OPEN SPACE AND LAWN AREAS TO EXISTING OR BETTER CONDITION AFTER COMPLETION OF WORK 4. PROPOSED TANKS, PAD AND FENCE ARE LOCATED ON CONCRETE DRIVEWAY. CONTRACTOR SHALL COORDINATE WITH RENTON CITY PARKS DEPARTMENT FOR FINAL PLACEMENT. 5. PRIOR TO INSTALLING PROPOSED HANDHOLES THE CONTRACTOR SHALL POTHOLE IN THE AREA TO LOCATE EXACT LOCATION OF UNDERGROUND UTILITIES DO NOT INSTALL HANDHOLES ON TOP OF UNDERGROUND UTILITIES. REVISED TO CONFORM TO CONSTRUCTION RECORDS O6 18 14 H ENGINEERING V DATE RENSED PER CONSTUCTION RECORDS REVIS10N c'•) O N U 0 cc Z 0 ccLU U. Oa UZ W 0 cc W zi W z g W F- J U_ E"- w J W a A NO ENGINEERS PLANNERS I F.N TISTS RM2 WGINEERING. MC. nuP: m.dro�An2 «.- 1 Arr. Tm ADs; BELIJNGNAM aw.Ws.wx 4" Wrl R>W NOTT/ELL —WsI- 2: . P-.e �T Sn1e 211 WEN ATCHEE WWWrW.saoP RICHLAND Wew.AWsl.l •< 7r � l M.K. Sorte � SILVEROALE aWWJ».TMo 20,1 NW Mhy, FC. Suite In' TACOMA nom.�oe. 6.1 Pa'l- ARoe Suite 104 F CCA E03 ^EKW: MUM �•T Jon 4, 2013 REN +�� 111-016 GENERATOR BATTERY PLC PANEL- 0 8 0 GAS DETECTOR +- 4-20mA GD-6 LOOP z r LLS w > a � � N.C. 1 2:1 N.O. NOTE GENERATOR BATTERY POWERS THE GD-6 SNIFFER AND SOLENOID AS SHOWN HERE. THE ALARMING CONTACTS ARE WIRED TO THE PLC.THE SOLENOID IS WIRED TO THE NORMALLY CLOSED INC) CONTACT AS THE VALVE SHOULD BE POWERED TO OPEN. GAS DETECTION WIRING SCHEMATIC U�`) EXISTING OVERHEAD DOOR EXISTING CMU BUILDING 1!T LIQUID PROPANE GAS LINE TO PROPANE TANK. SEE DWG GENSET NO. E03 FOR CONTINUATION E-STOP J SOLENOID SHUTOFF — — (VALVE ON GASLINE) EXISTING DOUBLE DOORS. REMOVE DOORS AND FRAME TO ACCOMMODATE CONSTRUCTION OF GENERATOR VENTILATION EXISTING LIGHT FIXTURE SWITCHES CUSTOM DUCT AND BELLOWS TO CCTF BUILDING. SEE DWG NO. E03 FOR CONTINUATION EXISTING INTRUSION SWITCHES. TO BE REMOVED PROPOSED GRAVITY EXHAUSTLOUVER EDGE OF EXISTING CONCRETE SIDEWALK i I PER LOUVER MANUFACTURER PROPOSED ENGINE GENERATOR BATTERY � Y CHAREXISTING EXHAUST FAN TO SERVICE TRANSFORMER NEAR WELL B BUILDING .// SUPER CRITICAL EXHAUST SILENCER Ic EXISTING PANIC BUTTON. J. RELOCATE TO LOCATION SHOWN I Gi I C2 PROPOSED FIRE EXTINGUISHER 2'-0'MIN BUTT CI GAS DETECTOR, INSTALL CONDUIT ALONG WALL ROUTED INTO ATTIC IK FLUORIDATION BUILDING ELECTRICAL PLAN pi4 P15 Pa Ip 1 "EG" Pt I 2 BATTERIES VCp 4'-0'IMIN -1 E a PROPOSED AUTOMATIC TRANSFER SWITCH'ATS' � Ft EXISTING LIGHTING PANEL P2 iP' 'E ' C3 REUSE EXISTING JUNCTION BOX TO METER BASES P7 6 EG FUEL LINE P6 CONNECTION PROPOSED 31p STEPDOWN TRANSFORMER ON pQ L3 EQUIPMENT PAD. SEE DWG N0. EDS FOR DETAILS PROPOSED PROPANE - -- GENERATOR PROPOSED TRANSFORMER DISCONNECT AO CAUTION SIGN HANGING BY TWO STEEL CHAINS OVER CENTER OF EG SET. SEE DETAIL THIS SHEET EG CONTROL PANEL AND CIRCUIT BREAKERS EXISTING COOLING O THERMOSTAT TO BE REPLACED 6'-0' APPROX 6'-6' SAW CUT OPENING FOR LOUVER INSTALLATION LOCATE CUT LINES ON CMU JOINT LINES I CONSTRUCTION NOTES ® 1. SEE DWG NO. E02 FOR EQUIPMENT SCHEDULE xxx 2. SEE DWG NO E02 FOR CONDUIT/CONDUCTOR SCHEDULES. 3. CONTRACTOR SHALL CONNECT ENGINE GENERATOR RUN STATUS, FAIL ALARM, ATS IN NORMAL POSITION, ATS IN EMERGENCY POSITION, AND TROUBLE ALARM CONDUCTORS INTO EXISTING TELEMETRY PANEL IN THE CCTF BUILDING. CONTRACTOR SHALL COORDINATE WITH CITY SYSTEM INTEGRATOR. 4 4 SAWCUT CONCRETE FLOOR AND SIDEWALK TO INSTALL GAS LINE AND CONDUITS. RESTORE CONCRETE FLOOR TO EXISTING OR BETTER CONDITION 5� S. LIQUID PROPANE PIPE SHALL BE SCH 80 BLACK IRON WRAPPED IN POLYETHYLENE ENCASEMENT TAPE SUITED FOR UNDERGROUND BURIAL 6� 6. CONTRACTOR TO USE EXISTING CONDUCTORS TO CONNECT TO THE PROPOSED TRANSFORMER AS SHOWN ON DWG NO. E02. 7- EXISTING VENTILATION FAN IS OPERATIONAL CONTRACTOR SHALL REPLACE THERMOSTAT AND ESTABUSH A WORKING VENTILATION SYSTEM BASED ON TEMPERATURE CONTROL. B. CONDUIT FOR RELOCATED DEVICES SHALL BE SURFACE MOUNTED. 9. WIRE INTRUSION CIRCUIT CLOSED TO KEEP INTRUSION SYSTEM FUNCTIONAL. BLOCK LETTERING TYPICAL THIGH WHITE BLOCK BOTH SIDES OF SIGN LETTERING. 2' HIGH WHITE BLOCK C Io LETTERING AUTOMATIC EQUIPMENT MAY START AT ANYTIME. EAR PROTECTION REQUIRED. ___,___i RED FIBERGLASS SIGN. SIZE TO FIT ALL LETTERING. CAUTION SIGN DETAIL NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS ��A�^�— 06/18/1i06�16�1, RH[ G,E NN EERING INC. DATE REVISED PER CONSTUCTION RECORDS 33O�.r wd�G 2 '41n0`` SlCNBk 011041113 .• .4e4, 9 1 'b1s asp° Iaeu. at'� SIGNED, 011b1/13 J a M U O N � H F— U W Z U LLu occ a O LZ Z Lu LuW p4Z Oa J ma U z O W 0 Q 0 W cc W 0 J LL E NC:Ias N ESE- I- PL ANNE H'.. SCIENTI;:I-:i RP42[NGUMI ING T1AP', fl— Al2 cam ilmWA�2 cdn EWAAJNaHAN 454 Weil N>Im Rood SOT' 1 4as neseoo 22722 29% Dnw SE, Such 210 ugi/„CHm WM.4WLa0 100 S'— Sl.w1. Sa4e 5 RICHLAND Wwa .- 114 C,lw E Paa1 Ol;w. Wte r_ SILV01DAEd a.arn.w.o 2021 NW MI Rd. Su4e 101 TACONA mW>aaes 621 Par;CK A— SLA, 104 DRAM%N ;S N^-T ''„ SCALE 'i% BAR IS A7' 2- LONG CCA E04 '- MUi Jon 4.2013 5 -_i�•. REN Ie iti-Ot6 RELOCATED PANIC I CONDUIT INSTALLED IN ATTIC SPACE \ \� vI \I I I I PROPOSED MOTORIZEC PROPOSED VENTILATION INTAKE LOUVER CONTROL PANEL.'VCP'. SEE I 'LP' DWG NO. E05 FOR DETAILS I NW PROPOSED EG EXTERIOR FACE OF FLUORIDATION BUILDING CMU WALL CUT CMU LINE, CONTRACTORS PROVIDE SEALANI WATER TIGHT EXISTING CONCRETE FLOOR PROPOSED INTAKE LOUVER SHALL BE POTTORFF & INSECT RIZED CONTRACTOR SHALL CONVERT EXISTING DOUBLE DOORS TO LOUVER ASSEMBLY EXTERIOR FACE OF FLUORIDATION BUILDING CMU WALL APPROXIMATE LOCATION OF BOND BEAM CONTRACTOR SHALL FIND EXACT LOCATION BEFORE LOUVER INSTALLATION CONTRACTOR SHALL INSTALL BOTTOM OF LOUVER ONE CMU LAYER ABOVE BOND BEAM EG INTAKE LOUVER ELEVATION VIEW 1/2"=1'-0' EG CONTROL PANEL AND BREAKERS THIS END SECURE EG BASE TO EXISTING FLOOR AT VIBRATION ISOLATORS PER MANUFACTURE'S RECOMMENDATIONS }" THREADED ROD SECURED TO EXISTING ROOF TRUSSES P1000 UNISTRUT (TYPICAL) PROPOSED SUPER CRITICAL EXHAUST SILENCER FLEXIBLE EXHAUST CONNECTOR I a r� v r 4 y4 v 4 PROPOSED EG EXHAUST FAN AND 20 GAUGE FLEXIBLE METAL ADAPTER (BELLOWS) BOLT FLEXIBLE ADAPTER TO THE METAL LIP OF THE EXHAUST FAN USING 1/4" BOLTS G d/ IF Q C `.Q IF 4 /4 PROPOSED 24"W X 24"H X 1/4" THICK HINGED. GALVANIZED RUBBER GASKET AND HANDLE FOR ACCESS TO THE LOWER OPERATOR CONTRACTOR SHALL PROVIDE SEALANT FOR WATER TIGHTNESS PROPOSED EG EXHAUST PIPE EXISTING DOOR 8 FRAME I- 4'-V L PROPOSED EXHAUST LOWER SHALL BE POTTORFF EFD-445 WITH BIRD 8 INSECT SCREEN AND GRAVITY DAMPER OR EQUAL EG EXHAUST LOUVER ELEVATION VIEW 1/2'=V-0' PROPOSED STEEL EXHAUST PIPE 4 v n G 4 v ENGINE GENERATOR SIDE VIEW 1/2,-V-0' EXISTING CMU WALL INSTALL WARNING SIGN "CAUTION - PIPE MAY BE HOT, DO NOT TOUCH' SIZE 18' W x 12' H PROPOSED EG EXHAUST LOWER EXISTING DOOR 8 FRAME PROPOSED INSULATED EXHAUST PIPE THIMBLE - T409 STAINLESS STEEL TRIPLE WALL CONSTRUCTION. SIZE NECESSARY FOR EXHAUST PIPE AND LOCATION COVER OUTSIDE EXHAUST SYSTEM AND INSULATION BLANKET WITH A 0.16 ALUMINUM JACKET. SIZE TO FIT PROPOSED ALUMINIZED STEEL RAIN CAP WITH STAINLESS STEEL HARDWARE FOR EXHAUST PIPE EXTENDED ABOVE ROOF LINE WITH FLASHING HARCO MANUFACTURING COMPANY OR EQUAL 20 GAUGE SHEET METAL DUCT FROM FLEXIBLE SHEET METAL ADAPTER TO THE DISCHARGE ACOUSTICAL LOWER. \ BOLT TO LOWER AROUND PERIMETER OF DUCT USING 1/4" BOLTS. SECURE TO FLEXIBLE METAL ADAPTER USING SHEET METAL SCREWS PROPOSED EXHAUST LOUVER 8 DAMPER PROPOSED SHEET METAL ENCLOSURE WITH MIN 2" WIDE INTERIOR AND EXTERIOR FLANGES 3O�ae •u•�"e 2 •►.�hrna��O SIZE ENCLOSURE AS NECESSARY TO CONTAIN VENTILATION CONTROL LOGIC DEVICES. ENCLOSURE SHALL SIGNED. 01ID4113 BE A HOFFMAN NEMA 1 OR EQUAL Ml�� LABEL ENCLOSURE PER ` ;• °� ��`� SPECIFICATIONS - VENTILATION CONTROL PANEL, VCP' ENCLOSURE - - o 0- - I 'ORAL a*'' SIGNED: 011104113 --------I CALL FROM NORMALLY OPEN, POWER TO CLOSE GENERATOR 20A �\ _— _ �� _ o\o- - l ` r - - _ _ GENERATOR INTAKE LOUVER ACTUATOR. LA-1 i c'j, ALUMINUM SHEET METAL ENCLOSURE BY * T rl LOUVER MANUFACTURER. MIN 10 GA 1 V THICKNESS WITH MIN Z" WIDE INTERIOR AND EXTERIOR FLANGES L J in J_ LU a M ZEXISTING — CONCRETE FLOOR GENERATOR BUILDING VENTILATION CONTROL N p NO SCALE U. Z Z LLJ Zcvi ZO O cr CAST -IN -PLACE CONCRETE Z O 0 HOUSEKEEPING PAD, SIZE ACCORDING 7/8" CHAMFER, ALL LU TO EQUIPMENT DIMENSIONS PLUS 2" OF OUTER EDGES CC W Z CLEARANCE ON EACH SIDE. ROUGHEN WIDTH VARIES m W FLOOR UNDER PAD PRIOR TO POURING N4 DOWEL, EACH O O Z PAD PROVIDE 4x4 W1.4xW1.4 WWM AT CORNER, 6" LENGTH. 4' TOP FACE WITH 1-1/2' CLEAR COVER EMBEDMENT INTO FLOOR Q O Z a s a s a s U Z a Q o Q o C a___-- Q_o 4 0 EXISTING CONCRETE LU O FLOOR 0 TYPICAL EQUIPMENT PAD cc ~ W O � W J W LL Z LU 0 FLEXIBLE EX CONN EG BA FLEXIBLE EX CONN EG BA SUPER CRITICAL EXHAUST SILENCER - EXISTING DOORWAY IAUST r- CTER \ EG CONTROL PANEL E EG VIBRATION ISOLATORS I v v Q v a 14 41Q v 4 4 4 4 Q v Q v 4 4 4 4 4 4 REVISED TO CONFORM TO CONSTRUCTION RECORDS H ENGINEERING INC. , p ENGINE GENERATOR REAR VIEW 1/2'= 1'- 0' REVISED PER CONSTUCTION RECORDS E NG INEE S P L.AN N F F.`S S C: I F N 'f I RH2 ENGINEERING, INC. mItp: //werh7 tam %6u.Oh2 tom 1.8M120801. DELLINGHAM aw.tsa.aar. 454 West Haton Rood ISOTHEu amJOr.IH00 22722 29th Drive SE, Suite 210 EAST WENATCHEE awaNt,o„ 300 Si Street, Suite 5 RICHLAND wawsre, 114 Clg mti. Pant Drip. Sun. r SILVERDALE a4wa'n.'iw. 202t NW Mhye Rd. Suit, 107 TACOMA a ia�a.aosv 621 Pxi6c Anew Suite 104 0 1" 2- DRAWNG NOT 10 SCALE .I BAR IS NOI 2' 1ONO 0.„ 1 CCA E05 x< MLM Jan 4, 2013..r11 -t+'- REN 111-016 8 rxuwt:CCTF-D-E-FLR-BLD-STRL PROPOSED LIQUID PROPANE LINE. SEE DWG NO. E03 FOR CONTINUATION TO FLUORIDATION BUILDING m 1518' O.D. ROOF CROSS BRACING AS NEEDED PROPOSED CONNECTION TO 1 i PROPANE TANK (TYP) 1 - EDGE OF CCTF BUILDING PROPOSED FLEXIBLE PROPANE LINE (TYP) -- - DOUBLE GATE / 1 SECURITY FENCE POST \ 0/pI ENTRANCE (TYP) 15'-0. CONTRACTOR SHALL WELD PROPOSED 500 GALLON COSS PR 8' WIDE GREEN VYNIL Q i NTERSECT ONSCESAT �> �'TMOPCAANLE) WITHOUT PRIVACY SLATS TANK PROPANE TANK MOUNTS. COATED FENCE FABRIC ATTACH TO EXISTING CONCRETE WITH CONCRETE _ S - 0- 1 ANCHORS SIZE PER TANK SECURE FENCE FABRIC I SUPPLIERS RECOMMENDED TOGETHER AT OVERLAP WITH --" SIZE HOG RINGS SPACED 1'-G' MAX EXISTING CONCRETE `\ DRIVEWAY \. FENCE FABRIC OVERLAP - a aV V V vn n l 3' D _ PROPANE TANK SIDE VIEW —•——.—.—.— —tBOLLARD PROPOSEDFTALL 1/2" = t' - 0• -SECURITY FENCE WITH 4' • 0' MAX Q PRIVACY SLATES 4'•0"MAX (T1 P) (TYP). SEE DETAIL THIS SHEET PROPANE TANK TOP VIEW 1/2" = V 0' CONCRETE DOME TOP -� PROVIDE VERTICAL PRIVACY SLATS WITH VERTICAL GREEN VYNIL COATED LOCKING FEATURE, SYSTEM 4" O.D. GATE POST ROD MUST SIT 4" - TIN FENCE FABRIC EQUAL TO PRIVA-MAX TOP HINGE 180 CONCRETE PRIVACY SLAT. GREEN ; DEGREE SWING i i - .a z es8i \ 1 I j I 1 I � \ \ I k \ BOTTOM HINGE 180 DEGREE SWING FENCE POST SPACING MAX 8' - - ON CENTER CHAIN -LINK FENCE WITH CLOSED IN TOP AND DOUBLE SWING GATE FENCE & GATE NOTES FENCE HEIGHT IS MEASURED FROM CROWN OF TOP RAIL TO FINISHED GROUND SURFACE ALL POSTS AND RAILS SHALL BE SCH, 40 STEEL PIPE UNLESS OTHERWISE NOTED, SIZE NOTED ON PLANS SHALL BE O.D ALL COMPONENTS SHALL BE HOT DIPPED GALVANIZED PER 9.16.3 (3) OF THE STANDARD SPECIFICATIONS BASED ON MATERIAL TYPE. POSTS AND RAILS TO GRADE 1, FABRIC TO CLASS 1. HARDWARE TO MATCH GALVANIZING REQUIREMENTS TO WHICH IT IS ATTACHED. ALL FABRIC SHALL BE CORE WIRE GAUGE 9, GREEN VYNIL COATED AND 2-INCH MESH. EXCEPT FOR RAILING EQUIVALENT FENCE, TOP AND BOTTOM FABRIC SELVAGES SHALL BE TWISTED. TOP SELVAGE OF RAILING EQUIVALENT FENCE SHALL BE KNUCKLED. LEAVE NO MORE THAN 34NCH GAP BETWEEN FINISHED GROUND SURFACE AND BOTTOM SELVAGE. UNLESS OTHERWISE NOTED ATTACH CHAINLINK TO RAILS AND HORIZONTAL BRACES USING 13 GAUGE WIRE @ 2' O.0 AND 9 GAUGE WIRE TO LINE POSTS AT 15' O.C. ADJUST FENCE POST LOCATIONS TO AVOID CONFLICT WITH UTILITIES OR OTHER STRUCTURES MINIMUM 2' CLEARANCE FENCE TOP COVER SHALL BE GREEN VYNIL COVERED FENCE FABRIC WITH CROSS RAILS VERTICAL SUPPORTS WILL NOT BE ACCEPTED. MINIMUM FABRIC OVERLAP IS 1' - 0'. POST FOOTING SCHEDULE FOOTING FOOTING POST DIA. DEPTH EMBEDMENT IN IN MIN. IN SWING GATE POST 18 48 42 FENCE LINE POST 12 36 30 END, CORNER, 16 42 36 PULL POST FENCE POST AND RAIL SCHEDULE END, PULL, GATE, LINE POSTS TOP, MID, CORNER POSTS (O.D. IN) BOTTOM (O.D. IN) RAILS (O.D.IN) GATE 2.875 5.563 2,375 1.66 REVISED TO CONFORM TO CONSTRUCTION RECORDS 7b 18 14 H ENCI�. DATE 6' - 6' x 4' SCH. 40 STEEL PIPE W/ CAP FILLED WITH CONCRETE. HOT DIP GALVANIZE AFTER FABRICATION. PAINT SAFETY YELLOW. LOCATE AS SHOWN ON PLAN @ 5' Q.G 3' 6' SAWCUT OR CORE DRILL 18" DIAMETER HOLE 3'-0"MIN _ EMBEDMENT BOLLARD FOOTING CAST �— 1 q• _� AGAINST UNDISTURBED DIAM NATIVE SOIL BOLLARD DETAIL NOT TO SCALE REVISED PER CONSTUCTION RECORDS REVISION CONCRETE DRIVEWAY SICNED.. 01104113 �T NTLC 8 1 rqu� sL SfCNBD: 01/D41n . IL III�I-% cn J M LU O C N FW- � Z Z v O aC Z W O � cc: W LiL it Z 00 Q cJn U Z Z W Q 0 ~ lz W W Z z Q W a O cc a ENGINEERS PLANNERS SCIENTISTS II RH2 ENGINEERING, INC. nttp://.—• 2.can .oebaAn2,m i.W?20905i BEWNGHAM .'Tait.. 454 West Halm Road! BOTHELL .a.uro1 Ww. n722 29th D,;. SE. Suite 210 WWEN TCHEE .nu 300 S;. Street le Su 5 RICHLAND .00 1.• 114 Ccb eWa Pont Oriw. Suite SILVERDALE a.W.rn.TW.n 2021 NW Yhpe Rd. Suite 107 TACOMA 621 Pocifc Aw Suite 104 :.%•. E: SHOWN 0 1• roa 1 CCA AILN 2' ^ E06 cea: Jon 4, 2013 7 8 sxr. REN a .o- 111-016 l4ttYE CCTF-D-E-EGSET.DWG 1-1 -1 SEE DWG N0, E03 FOR CONTINUATION CONTRACTOR SHALL PENETRATE WALL ABOVE SOFFET ON THE EXTERIOR EXISTING TELEMETRY ENCLOSURE.CONNECT PROPOSED INPUTS FROM ENGINE GENERATOR, COORDINATE WITH CITY'S SCADAINTEGRATOR 3INTERIOR DOOR 3 LIGHTING PANEL, IOTOR CONTROL . "MCC" 3 MOTOR CONTROL 'MCC" CONSTRUCTION NOTES ® i SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT SCHEDULE. XXX 2. SEE DWG NO. E02 FOR CONDUITICONDUCTOR SCHEDULES 3� 3.CONTRACTOR SHALL USE EXISTING CONDUCTORS AND CONDUITS OR REPLACE ALL. SPLICES WILL NOT BE ACCEPTED. 4 CONTRACTOR SHALL ROUTE CONDUITS ALONG CEILING AND WALL WITH NEC APPROVED CONDUIT SUPPORTS. 5. RETURN ALL REMOVED EQUIPMENT TO CITY MAINTENANCE SHOP - 3555 NE 2ND STREET. OSED AUTOMATIC TRANSFER SWITCH, EXISTING MANUAL TRANSFER SWITCH TO BE REMOVED TING MAIN BREAKERS EXISTING EXTERIOR DOOR / EXISTING MAIN SERVICE J/ EXISTING METER BASE \� DISCONNECT EXISTING CONDUIT TO METER BASE EXISTING GENERATOR RECEPTACLE TO BE REMOVED CCTF ELECTRICAL MODIFICATION PLAN 1/2"=V-0" SEE DWG NO. E03 FOR CONTINUATION EXISTING ENCLOSURE WELL 9 ELECTRICAL MODIFICATION PLAN 1/2"=V-0' 0�) XISTING FIBER ROUTER VITH CORD AND PLUG. 'LUG INTO PROPOSED IECEPTACLE REVISED TO CONFORM TO CONSTRUCTION RECORDS �V O6/18/14 R�E�EERING INC. 94 1" Asp a 2 SIGNED. 01ID4113 ul ee et 'bI...•O ORAL slum a4� SIGNED Ol/o4/13 M ..J u- cr H Z U V Z 0� -jO W CC W —j 0 0 W U W Q o LL CC � W U w U K I N EERS NNERSNT'ISTS RH2 ENGINEERING. INC /ELLINGNAM fW..»...a. 454 West Rmtnn Road SOTHELL ....n1..ea. 22E277222�2{{79tR 0— SE, 50. 210 WENATCNEE .....r- 300 :0— Street, S.A. 5 IUCNLANO ...i..a1.1 114 Cd—bW Pan, Orb., Suite C SILVERDALE aR......- 2021 NW YApe Rd. WtR 107 TACOMA aua�a-»ea 621 P.W. ,ww SA. 104 DRAW\; IS NJ? - 6 BAR t5 NOT 2' LONG t CCA E07 e .er MLM a.. Jon 4, 2013 ' tt rc caw' REN n 111-016 8 1u..r CCTF—D—E—CCTF_WELL9.01