Loading...
Civil_6-5-19BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D 9412 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D VENABLE-WRANGLER PROFILE 2570 2575 2580 2570 2575 2580 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H VENABLE-WRANGLER PROFILE 2570 2575 2580 2570 2575 2580 7+00 8+00 9+00 9+50 7+00 8+00 9+00 9+50 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H VENABLE-WRANGLER PROFILE 2570 2575 2580 2570 2575 2580 8+75 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+25 8+75 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+25 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H RIDGEBURY PROFILE 2570 2575 2580 2570 2575 2580 0+00 1+00 1+34 0+00 1+00 1+34 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D 9412 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D LINE A SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE A SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 4+50 5+00 6+00 7+00 7+50 4+50 5+00 6+00 7+00 7+50 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE B SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 3+75 0+00 1+00 2+00 3+00 3+75 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE C SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE D SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 3+75 0+00 1+00 2+00 3+00 3+75 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE E SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 4+00 5+00 5+25 0+00 1+00 2+00 3+00 4+00 5+00 5+25 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE F SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H LINE F SEWER PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 4+50 5+00 6+00 7+00 4+50 5+00 6+00 7+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D GRAVITY IRRIGATION PROFILE 2565 2570 2575 2580 2565 2570 2575 2580 7+31 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 7+31 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING N S W E P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D RIGHT SIDE VIEW MINIMUM CLEARANCE ELECTRICAL CODE 36" PUMP STATION ENCLOSURE FRONT VIEW PPS08 PUMP PROTECTION SLEEVE REQUIRED ON SUBMERSIBLE PUMPS TO PROVIDE MOTOR COOLING - SCREENS TO BE REMOVED FROM & PROTECT PUMP FROM DEBRIS PVC WELL SEAL .188" SLOTS PUMP SUCTION PERFORMANCE: 73 GPM @ 75 PSI MAIN PUMP: 7.5 hp. MINIMUM MODEL V1S007X00054-075S32XXXXONS ENCLOSED PUMPING STATION POWER: 230 VOLT / 1 PHASE OUTLETS FOR FILTER FLUSH & INTAKE SCREEN QUALITY CONTROL The entire pump station and the control panel shall be designed, assembled, programmed and tested by a single manufacturer, within the confines of a UL certified manufacturing facility. The manufacturer shall employ service personnel who are trained, and certified, in every aspect of service that may be required on the pump station. It shall not be acceptable for the control panel to be designed, manufactured, programmed, or serviced by any entity, other than the pump station manufacturer. Pump Station Skid Base & Enclosure The pump skid and appurtenances shall be cleaned to bare steel and coated with a baked on powder coating. The pump station shall be pressure tested prior to coating. No welding shall be performed after the pump station is powder coated. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person, for the purpose of servicing the pump station, when necessary. VENTILATION FAN The system shall include a ventilation fan (or fans) that will adequately cool all of the enclosed equipment during extreme expected seasonal temperatures. QUALIFICATIONS The VFD pump control system shall be manufactured and installed by factory trained and certified technicians with a minimum of five years experience with similar installations. The pump station manufacturer shall employ certified service technicians that are fully trained in all aspects of service on the pump station, including the VFD/PLC control system. It shall not be acceptable for it to be necessary to contact any entity, other than the pump station manufacturer, for any aspect of pump station service, or technical support. PUMP CONTROL SYSTEM The UL listed control panel shall include variable frequency drives (VFD), and programmable logic controllers (PLC). The VFD pump control panel shall be manufactured and listed by a UL508 Panel Shop The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel shall be completely manufactured, tested and programmed prior to delivery to the job site. A wiring schematic and pump(s) nameplate information shall be permanently affixed to the inside of the control enclosure. The VFD and associated electrical equipment shall be mounted in a UL Type 3R enclosure for outdoor installation, or UL type 12 enclosure for indoor installation. The cooling system shall prevent the VFD from reaching high ambient temperatures, which will cause temperature faults or warnings. The cooling system shall not allow dust and/or dirt inside the pump control panel. VARIABLE FREQUENCY DRIVES (VFD) The VFDs shall be appropriately sized to meet the FLA, full load amps, required by the pump motor as stated on the motor nameplate. Initial start-up and calibration shall be performed by a factory certified technician. PRESSURE TRANSDUCER A stainless steel pressure transducer shall continually monitor system pressure. A 4-20 mA or 1-10v signal shall be transmitted to the VFD - the VFD shall react according to pre-programmed criteria. PROGRAMMABLE LOGIC CONTROLLER (PLC) The control panel shall include a PLC with a HMI touch screen operator interface. The operator interface shall allow the user to make adjustment to the PLC program locally, without requiring any additional equipment, such as a laptop computer. The VFD control keypad is not an acceptable substitution for the digital operator interface. The PLC shall be fully programmed prior to pump panel installation. The technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC and operator interface shall provide (at a minimum) the following functions: · Display run status of all pumps · Display systems pressure · Display any fault condition and log fault with time and date stamp · Display motor run hours- user re-settable · Pre-programmed start-up routines for initial start-up, mainline fill, power outages, and re-start after a system fault · Allow user to adjust operating variables and timing functions such as low pressure, high pressure, low water, start-up pressure and ramp time, and restart delays · Control of automatic valve supplying intake screen system · Display of options such as flow and total flow · HMI can be password protected to prevent unauthorized access DISCONNECT SWITCH A disconnect switch shall be integrated into the pump control panel and shall be the disconnect means for the equipment. OVERCURRENT PROTECTION The VFD bridge rectifiers shall be protected from over current by appropriately sized circuit breakers. LIGHTNING AND SURGE PROTECTION The Pump Control Panel shall be equipped with transient voltage and surge arrestors. PRE-PROGRAMMED START-UP ROUTINES The PLC shall be programmed with various start-up routines that limit and/or delay, the starting, and acceleration of the pump to ensure that excessive velocity and pressure do not damage thedistribution system. The program shall include individual routines for initial start-up, mainline fill, re-start after a power outage, and re-start after a system fault. The operator shall be able to adjust the timing of the routines via the operator interface. AUTOMATIC SUCTION SCANNER FILTER The filter shall be an Amiad TAF automatic suction scanner type filter with electric motor and electronic control. Hydraulic motors shall not be accepted. The filter shall have a removable cylindrical element made of Type 316L stainless steel weave-wire screen. The installed filter shall be as indicated on the drawing, and shall be rated for the full flow of the pump station. LEGEND CALLOUT # DESCRIPTION SIZE QTY 1 PUMP STATION ENCLOSURE 1 2 PUMP SKID 1 3 VAF200 AUTOMATIC FILTER 3" 1 4 VFD CONTROL PANEL 5 BUTTERFLY VALVE 3" 1 6 GROOVE FITTING 3" 1 7 HALF COUPLER 1/4" 2 8 HALF COUPLER 1/2" 0 9 HALF COUPLER (DRAIN/PRESSURE TANK) 3/4 2 10 HALF COUPLER (CW VALVE) 1" 2 11 MAIN PUMP DISHCARGE ASSEMBLY (SEE DETAIL) 1 11a SILENT CHECK VALVE 3" 1 11b HALF COUPLER (AIR RELIEF) 1/4" 1 12 4" HOLE WITH CAP & 1/2" COUPLE(FLOOR DRAIN & FLOAT SWITCH ACCESS) 13 PRESSURE TANK 1 14 N/A 15 DROP PIPE 3" 1 16 ACCESS HATCH 8" 1 3/4" COUPLER THRU PLATE 12" PLATE 10" HOLE IN SKID 3" MAIN PUMP DETAIL PRECISION PUMPING SYSTEMS 54 GALLON PER MINUTE WATER RIGHT FOR THIS SITE IS OPERATION. SCREEN, AND FOR THE FILTER FLUSHING CAPACITY FOR OPERATION FO THE INTAKE THE PUMP SHALL INCLUDE ADDITIONAL BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 Plans Are Accepted For Public Street Construction CK ENGINEERING P R O F E S S I O N A L E N G I N E E R C H A D S . K I N K E L A S T A T E O F I D A H O R E G I S T E R E D 9412 C6.1 WET WELL PROFILE VIEW CLEARWATER SCREEN BOX A H O R E G I S T E R E D 9412 C6.0 KEYNOTES 9412 C5.1 SINGLE FAMILY LOT GRADING DETAIL 9412 C5.0 GENERIC BUILDING GRADING PLAN - NTS - 9412 C4.10 STREET LIGHT NOTES: 9412 C4.9 PRESSURE IRRIGATION KEYNOTES Scale: NOT TO SCALE 1 TYPICAL SERVICE DETAIL Scale: NOT TO SCALE 3 DRAIN VALVE DETAIL Scale: NOT TO SCALE 2 AIR VENT STATION DETAIL O R E G I S T E R E D 9412 C4.8 SEWER KEYNOTES WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND O R E G I S T E R E D 9412 C4.7 WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND SEWER KEYNOTES O R E G I S T E R E D 9412 C4.6 WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND O R E G I S T E R E D 9412 C4.5 WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND SEWER KEYNOTES WATER METER LEGEND O R E G I S T E R E D 9412 C4.4 WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND SEWER KEYNOTES O R E G I S T E R E D 9412 C4.3 WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND SEWER KEYNOTES O R E G I S T E R E D 9412 C4.2 SEWER KEYNOTES WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND O R E G I S T E R E D 9412 C4.1 SEWER KEYNOTES WATER KEYNOTES NOT TO SCALE 1 TYPICAL SS MH BASE SEWER LEGEND WATER METER LEGEND 9412 C4.0 WATER METER LEGEND WATER KEYNOTES C3.6 VENABLE NORTH OF ENTRANCE TO SUMMERTOWN (COLLECTOR) DRAINAGE POND SECTION PER ACHD BMP 10 STORM DRAIN POND PER ACHD BMP 11 ANGLE FOR POND MANHOLES N S W E VENABLE SOUTH OF ENTRANCE TO SUMMERTOWN (LOCAL) WRANGLER/RIDGEBURY ST SECTION E D 9412 C3.5 -KEYNOTES- E D 9412 C3.4 -KEYNOTES- O R E G I S T E R E D 9412 C3.3 PAVERS AND SEWER DRAINAGE TRENCH LAYDOWN PEDESTRIAN CURB RAMP CONCRETE PAVING SECTION PAVER SECTION ASPHALT PAVING SECTION RIBBON CURB ROOF DRAIN DETAIL FRENCH DRAIN 5 FOOT SIDEWALK EXTRUDED CURB - NTS - EXTRUDED CURB W/ SIDEWALK - NTS - O R E G I S T E R E D 9412 C3.2 O R E G I S T E R E D 9412 C3.1 O R E G I S T E R E D 9412 C3.0 9412 C2.0 C1.0 - SHEET INDEX - C1.0 GENERAL NOTES & VICINITY MAP C2.0 HORIZONTAL CONTROL PLAN C3.0 VENABLE AVE PLAN AND PROFILE C3.1 VENABLE AVE PLAN AND PROFILE C3.2 WRANGLER ST PLAN AND PROFILE C3.3 RIDGEBURY ST PLAN AND PROFILE / CONCRETE DETAILS C3.4 INTERIOR GRADING PLAN NORTH C3.5 INTERIOR GRADING PLAN SOUTH C3.6 DRAINAGE AND STREET DETAILS C4.0 MASTER UTILITY SHEET C4.1 UTILITY PLAN & PROFILE; SEWER LINE A & WATER C4.2 UTILITY PLAN & PROFILE; SEWER LINE A & WATER C4.3 UTILITY PLAN & PROFILE; SEWER LINE B & WATER C4.4 UTILITY PLAN & PROFILE; SEWER LINE C & WATER C4.5 UTILITY PLAN & PROFILE; SEWER LINE D & WATER C4.6 UTILITY PLAN & PROFILE; SEWER LINE E & WATER C4.7 UTILITY PLAN & PROFILE; SEWER LINE F & WATER C4.8 UTILITY PLAN & PROFILE; SEWER LINE B & WATER C4.9 PRESSURE IRRIGATION PLAN VIEW C4.10 STREET LIGHT PLAN VIEW VACINITY MAP GENERAL CONTRACTOR / DEVELOPER GENERAL “ ” ROADWAY (CITY OF MERIDIAN) PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK ACHD STANDARD REQUIREMENTS WATER SEWER ROADWAY(ACHD) PRESSURE IRRIGATION DRAINAGE “ ” N S W E - BENCH MARKS -