25014 - Bid Set.pdf

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Bend, Oregon

Golf Course Irrigation Renovation Bid Set

October 2025

Irrigation Consultant Greg Baer, PIC, CGIA Baer Design Group, LLC 10674 N Sage Hollow Way Boise, Idaho 83714

ph. (208) 859-1980

e. greg@baerdg.com

Sheet Summary Cover

S100 Site Summary Plan IR000 Irrigation Legend & Notes IR100 Mechanical and Plumbing Plan IR200 Electrical Plan IR300 Irrigation Details IR400 Pump Station Plans & Details IR401 Prefabricated Pump Station Details

Vicinity MapNTS Course Wide Map

Scale 1" = 200'-0" 0 200 400

Stone Creek Golf Club 14603 S. Stoneridge Dr Oregon City, OR 97045

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Scale 1" = 100'-0" 0 100 200

EXISTING TRANSER PUMP

CONNECT NEW 6" HDPE TRANSFER LINE TO EXISTING 6"

FLANGED DISCHARGE OF EXISTING PUMP SYSTEM.

SAVE AND PROTECT PUMP AND INFRASTRUCTURE.

Drawn by:

Project Number:

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Revisions greg@baerdg.com Ph. 208.859.1980

S100 10/1/2025

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25014

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BRIDGE CROSSING

STRAP PIPES TO UNDERSIDE OF EXISTING BRIDGE WITH

PIPE HANGERS FOR HDPE PIPE. SPACE AT 5' O.C.

IRRIGATION PUMP STATION

NEW 2400 GPM @ 125 PSI

6 HOUR WATER WINDOW

REPLACE INTAKE SCREEN

IRRIGATION CONTROLS

CENTRAL CONTROL SYSTEM TO BE

PLACED IN SUPERINTENDENTS OFFICE.

WEATHER STATION

INSTALL SOLAR/RADIO WEATHER

STATION ON SITE.

PARKING LOT IRRIGATION

REPLACE EXISTING ELECTRIC VALVES

AND CONNECT TO NEW CONTROL

SYSTEM. PRESERVE AND UTILIZE

IRRIGATION SYSTEM DOWNSTREAM OF

ELECTRIC VALVES.

MATERIALS STORAGE AND STAGING

CONSTRUCTION ACCESS

S. STONERIDGE DR.

POND FILL

DISCHARGE POND FILL LINE FROM WELL

INTO POND IN THIS APPROXIMTE LOCATION.

ENLARGE DISCHARGE UP TO 12" DIA. 20'

GAS EASEMENT

EASEMENT MARKED ON SITE.

COORDINATE ALL CONSTRUCTION

ACTIVITY WITHIN EASEMENT.

EXISTING POWER

EXISTING POWER TO PUMP STATION. FIELD VERIFY

EXACT LOCATION ON SITE WITH UTILITY LOCATE. SAVE

AND PROTECT.

IRRIGATION LEGEND IRRIGATION KEYNOTES ELECTRICAL LEGEND

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ELECTRICAL KEYNOTES

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GENERAL NOTES DEMOLITION NOTES:

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Date:

Sheet No.:

Revisions greg@baerdg.com Ph. 208.859.1980

IR000

10/1/2025

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25014

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AutoCAD SHX Text 75' VIH ADJ. ROTOR: RAIN BIRD A-952-IC-70-48; 75' SPACING, 29.7 GPM @ 70 PSI RAIN BIRD A-952-IC-70-48; 75' SPACING, 29.7 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 65' VIH ROTOR: RAIN BIRD A-702-IC-70-32; 65' SPACING, 23.3 GPM @ 70 PSI RAIN BIRD A-702-IC-70-32; 65' SPACING, 23.3 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 65' VIH ADJ. ROTOR: RAIN BIRD A-752-IC-70-36; 65' SPACING, 23.2 GPM @ 70 PSI RAIN BIRD A-752-IC-70-36; 65' SPACING, 23.2 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 50' VIH ADJ. ROTOR: RAIN BIRD A-752-IC-70-26; 51' SPACING, 10.9 GPM @ 70 PSI RAIN BIRD A-752-IC-70-26; 51' SPACING, 10.9 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 25' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-25; 25' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-25; 25' R, 45 PSI (DETAIL 9/IR300) (90 :1.0 GPM) (180 :1.98 GPM) (360 : 3.82 GPM) (90°:1.0 GPM) (180°:1.98 GPM) (360°: 3.82 GPM)30' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-30; 30' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-30; 30' R, 45 PSI (DETAIL 9/IR300) (90 :1.4 GPM) (180 :2.96 GPM) (360 : 5.78 GPM) (90°:1.4 GPM) (180°:2.96 GPM) (360°: 5.78 GPM)35' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-35; 35' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-35; 35' R, 45 PSI (DETAIL 9/IR300) (90 :192 GPM) (180 :3.81 GPM) (360 : 7.58 GPM) (90°:192 GPM) (180°:3.81 GPM) (360°: 7.58 GPM)QUICK COUPLER VALVE: RAIN BIRD 5RC RAIN BIRD 5RC (DETAIL 5/IR300) 2" ELEC. CONTROL VALVE: RAIN BIRD 200-PESB-PRS-D WITH ICM & ICM-A RAIN BIRD 200-PESB-PRS-D WITH ICM & ICM-A (DETAIL 17/IR300) 1" DRIP CONTROL VALVE: RAIN BIRD 100-PESB-PRS-D WITH ICM & ICM-A RAIN BIRD 100-PESB-PRS-D WITH ICM & ICM-A (DETAIL 17/IR300) LATERAL ISOLATION VALVE (DETAIL 3/IR300) MAINLINE ISOLATION VALVE (DETAIL 1 & 2/IR300) AIR RELIEF VALVE: CRISPIN PL10A CRISPIN PL10A (DETAIL 4/IR300) DRAIN VALVE (DETAIL 18/IR300) CENTRAL CONTROL SYSTEM: RAIN BIRD CIRRUS PRO RAIN BIRD CIRRUS PRO FIELD INTERFACE UNIT: ICI 3000+ 2" HDPE 4710 DR11 6" HDPE 4710 DR11 8" HDPE 4710 DR11 10 HDPE 4710 DR11 12" HDPE 4710 DR11 16" HDPE 4710 DR11 18" HDPE 4710 DR17 20" HDPE 4710 DR11 36" HDPE 4710 DR11 RAIN BIRD SPECTRUM WATCHDOG 3552HU WEATHER STATION - SOLAR, BATTERY, CELLULAR

AutoCAD SHX Text

1. EXISTING IRRIGATION PUMP STATION AND PUMP HOUSE - DISCONNECT POWER TO BUILDING AND PUMP EXISTING IRRIGATION PUMP STATION AND PUMP HOUSE - DISCONNECT POWER TO BUILDING AND PUMP STATION. DISCONNECT AND LIFT EXISTING ROOF OFF BUILDING TO ALLOW FOR REMOVAL OF EXISTING PUMP STATION. DISCONNECT PLUMBING AND REMOVE EXISTING PREFABRICATED PUMP STATION AND COMPONENTS FROM BUILDING. DROP IN NEW PREFABRICATED PUMP STATION AND MAKE ALL NECESSARY ELECTRICAL AND PLUBMING CONNECTIONS FOR A FULLY FUNCTIONAL PUMP STATION, PER CODE REQUIREMENTS. REPLACE ROOF AND SECURE TO BUILDING. 2. INSTALL NEW SELF CLEANING INTAKE SCREEN ON EXISTING INTAKE PIPE IN POND. PLUMB SCREEN RETURN INSTALL NEW SELF CLEANING INTAKE SCREEN ON EXISTING INTAKE PIPE IN POND. PLUMB SCREEN RETURN LINE TO PUMP STATION. CONTRACTOR MAY DRAIN POND OUTSIDE OF IRRIGATION SEASON, COORDINATE WITH SUPERINTENDENT. 3. EXISTING IRRIGATION TRANSFER PUMP SYSTEM. SAVE AND PROTECT EXISTING TRANSFER PUMP INCLUDING EXISTING IRRIGATION TRANSFER PUMP SYSTEM. SAVE AND PROTECT EXISTING TRANSFER PUMP INCLUDING THE INTAKE SYSTEM ALL THE WAY THROUGH THE 6" FLANGED DISCHARGE CONNECTION ABOVE GRADE, INCLUDING POWER, HOUSING AND OTHER INFRASTRUCTURE. CONNECT NEW FLANGED HDPE TRANSFER PIPE TO EXISTING DISCHARGE AND EXTEND TO IRRIGATION POND PER PLAN. 4. POND FILL - ENLARGE TRANSFER PIPE TO 12" DIA, A MIN. 20' UPSTREAM OF DISCHARGE INTO POND. POND FILL - ENLARGE TRANSFER PIPE TO 12" DIA, A MIN. 20' UPSTREAM OF DISCHARGE INTO POND. INSTALL RIP RAP AT DISCHARGE TO PREVENT EROSION IF NECESSARY. 5. BRIDGE CROSSING - INSTALL NEW MAINLINE AND TRANSFER PIPE ON UNDERSIDE OF BRIDGE. SECURE TO BRIDGE CROSSING - INSTALL NEW MAINLINE AND TRANSFER PIPE ON UNDERSIDE OF BRIDGE. SECURE TO BRIDGE USING EATON B3110 SERIES PIPE HANGERS WITH HANGER RODS LENGTH AS REQUIRED TO PROVIDE UNIFORM SLOPE THROUGH CROSSING, OR APPROVED EQUAL. SPACE HANGERS AT 5' O.C. 6. GAS EASEMENT - COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THIS EASEMENT WITH UTILITY GAS EASEMENT - COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THIS EASEMENT WITH UTILITY COMPANY. 7. EXTEND 2" LATERAL AND COMMUNICATION WIRE TO EXISTING ELECTRIC VALVES AROUND CLUBHOUSE AND EXTEND 2" LATERAL AND COMMUNICATION WIRE TO EXISTING ELECTRIC VALVES AROUND CLUBHOUSE AND CART STORAGE BUILDING. REPLACE ELECTRIC VALVES AND CONNECT TO NEW IRRIGATION SYSTEM. PRESERVE AND PROTECT EXISTING IRRIGATION DOWNSTREAM OF ELECTRIC VALVES. 8. DRAIN VALVE - EXTEND 2" DRAIN TO DAYLIGHT IN POND/CREEK AT LOW POINT. ADD RIP RAP IF REQUIRED DRAIN VALVE - EXTEND 2" DRAIN TO DAYLIGHT IN POND/CREEK AT LOW POINT. ADD RIP RAP IF REQUIRED TO PREVENT EROSION.

AutoCAD SHX Text CENTRAL CONTROL: RAIN BIRD CIRRUS PRO SYSTEM W/ICI+, RAIN BIRD CIRRUS PRO SYSTEM W/ICI+, BATTERY BACK-UP, SURGE PROTECTION, 5 YR GSP, IPAD AND OTTERBOX , IPAD AND OTTERBOX 12-2 COMMUNICATION WIRE PATH - GROUP A (GREEN) 14-2 COMMUNICATION WIRE PATH - GROUP A (RED) 12-2 COMMUNICATION WIRE PATH - GROUP B (BLUE) 14-2 COMMUNICATION WIRE PATH - GROUP B (RED) 12-2 COMMUNICATION WIRE PATH - GROUP C (YELLOW) 14-2 COMMUNICATION WIRE PATH - GROUP C (RED) GROUNDING/ARRESTOR - COMMUNICATION WIRE PATH (DETAIL 19/IR300) RAIN BIRD SPECTRUM WATCHDOG 3552HU WEATHER STATION - SOLAR, BATTERY, CELLULAR

AutoCAD SHX Text

1. INSTALL IRRIGATION CENTRAL CONTROL SYSTEM COMPUTER AND ICI IN SUPERINTENDENTS OFFICE IN SAME INSTALL IRRIGATION CENTRAL CONTROL SYSTEM COMPUTER AND ICI IN SUPERINTENDENTS OFFICE IN SAME LOCATION AS EXISTING COMPONENTS. CONNECT TO EXISTING 120V POWER SUPPLY. INSTALL CONDUIT INTO BUILDING TO COMPUTER AS NEEDED TO EXTEND COMMUNICATION WIRES FROM THE FIELD TO THE COMPUTER INTERFACE. INSTALL MAXI SURGE PLATE AND GROUNDING IMMEDIATELY OUTSIDE BUILDING. 2. INSTALL NEW WEATHER STATION IN THIS APPROXIMATE LOCATION, VERIFY EXACT LOCATION WITH INSTALL NEW WEATHER STATION IN THIS APPROXIMATE LOCATION, VERIFY EXACT LOCATION WITH IRRIGATION CONSULTANT. 3. EXTEND MAXI-WIRE TO PUMP STATION AND CONNECT TO FLOW METER OUTPUT INSIDE PUMP CONTROL EXTEND MAXI-WIRE TO PUMP STATION AND CONNECT TO FLOW METER OUTPUT INSIDE PUMP CONTROL PANEL WITH RAIN BIRD IC-IN. INSTALL ALL ABOVE GRADE WIRE INSIDE RIGID PVC CONDUIT. COORDINATE WITH PUMP MANUFACTURER TO VERIFY AND CONFIRM CORRECT PORTS FOR WIRE CONNECTION. 4. EXISTING POWER HIGH VOLTAGE POWER. LOCATE, SAVE AND PROTECT. EXISTING POWER HIGH VOLTAGE POWER. LOCATE, SAVE AND PROTECT. 5. DISCONNECT ALL ELECTRICAL AS REQUIRED TO REMOVE EXISTING PUMP SKID. INSTALL NEW PUMP SKID DISCONNECT ALL ELECTRICAL AS REQUIRED TO REMOVE EXISTING PUMP SKID. INSTALL NEW PUMP SKID AND MAKE ALL NECESSARY ELECTRICAL CONNECTIONS FOR A FULLY FUNCTIONAL SYSTEM INCLUDING OPERATION OF TWO EXISTING WELL SYSTEMS AND ONE FUTURE AUTOMATIC WELL SYSTEM.

AutoCAD SHX Text

1. EXISTING SITE PLAN WAS CREATED BY A GPS AND GIS MAPPING. FIELD ADJUST AS NECESSARY IN THE FIELD. EXISTING SITE PLAN WAS CREATED BY A GPS AND GIS MAPPING. FIELD ADJUST AS NECESSARY IN THE FIELD. 2. DESIGN IS BASED ON 2400 GPM @ 125 PSI. DESIGN IS BASED ON 2400 GPM @ 125 PSI. 3. ALL NEW IRRIGATION MATERIAL NOTED ON THIS PLAN IS TO BE CONTRACTOR PROVIDED, CONTRACTOR ALL NEW IRRIGATION MATERIAL NOTED ON THIS PLAN IS TO BE CONTRACTOR PROVIDED, CONTRACTOR INSTALLED. 4. ALL VIH ROTORS WILL BE GPS'D BY BAER DESIGN GROUP (BDG). BDG MAY ADJUST LOCATION OF MATERIALS ALL VIH ROTORS WILL BE GPS'D BY BAER DESIGN GROUP (BDG). BDG MAY ADJUST LOCATION OF MATERIALS IN THE FIELD AS NECESSARY TO FIT SITE CONDITIONS. CONTRACTOR SHALL SCHEDULE STAKING A MINIMUM OF 10 DAYS IN ADVANCE. MINIMUM OF THREE HOLES SHALL BE STAKED PER VISIT. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES (PRIVATE AND PUBLIC) PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES (PRIVATE AND PUBLIC) PRIOR TO CONSTRUCTION. ANY DAMAGE TO MARKED UTILITIES SHALL BE REPAIRED AT NO COST TO THE OWNER. 6. COORDINATE WITH ALL OTHER PLAN SHEETS PRIOR TO AND DURING CONSTRUCTION. COORDINATE WITH ALL OTHER PLAN SHEETS PRIOR TO AND DURING CONSTRUCTION. 7. CONTRACTOR WILL PAY FOR AND ACQUIRE ALL PERMITS REQUIRED AS PART OF THIS PROJECT. CONTRACTOR WILL PAY FOR AND ACQUIRE ALL PERMITS REQUIRED AS PART OF THIS PROJECT. 8. ALL ROCK OR DEBRIS LARGER THAN 2" BROUGHT TO THE SURFACE FROM TRENCHING SHALL BE REMOVED ALL ROCK OR DEBRIS LARGER THAN 2" BROUGHT TO THE SURFACE FROM TRENCHING SHALL BE REMOVED FROM THE BACKFILL. 9. ALL SPLICES TO BE INSTALLED IN 10" ROUND VALVE BOX WITH BLACK FLUSH LID MARKED "ELEC". ALL SPLICES TO BE INSTALLED IN 10" ROUND VALVE BOX WITH BLACK FLUSH LID MARKED "ELEC". 10. ALL COMMUNICATION WIRE SHALL BE 12-2 OR 14-2 MAXI CABLE PER ELECTRICAL PLAN. ALL COMMUNICATION WIRE SHALL BE 12-2 OR 14-2 MAXI CABLE PER ELECTRICAL PLAN. 11. ALL ELECTRICAL WIRE ABOVE FINISH GRADE SHALL BE INSTALLED IN RIGID SCH 40 PVC CONDUIT. ALL ELECTRICAL WIRE ABOVE FINISH GRADE SHALL BE INSTALLED IN RIGID SCH 40 PVC CONDUIT. 12. ALL MULTI-STRAND ELECTRICAL WIRES SHALL BE TAPPED TOGETHER IN TEN FOOT INTERVALS OR LESS. ALL MULTI-STRAND ELECTRICAL WIRES SHALL BE TAPPED TOGETHER IN TEN FOOT INTERVALS OR LESS. 13. ALL INSTALLATION SHALL MEET OR EXCEED NATIONAL, STATE AND LOCAL CODES. ALL INSTALLATION SHALL MEET OR EXCEED NATIONAL, STATE AND LOCAL CODES. 14. CONTRACTOR SHALL MAINTAIN DAILY RECORDS AND MODIFICATIONS OF WORK NOTED ON AN IRRIGATION CONTRACTOR SHALL MAINTAIN DAILY RECORDS AND MODIFICATIONS OF WORK NOTED ON AN IRRIGATION AS-BUILT. 15. CONTRACTOR SHALL ACCOMPANY CURRENT IRRIGATION AS-BUILT WITH EACH PAYMENT APPLICATION MONTHLY. CONTRACTOR SHALL ACCOMPANY CURRENT IRRIGATION AS-BUILT WITH EACH PAYMENT APPLICATION MONTHLY. 16. THE ENTIRE INSTALLED SYSTEM SHALL INCLUDE MINIMUM A ONE YEAR WARRANTY FROM THE DATE OF FINAL THE ENTIRE INSTALLED SYSTEM SHALL INCLUDE MINIMUM A ONE YEAR WARRANTY FROM THE DATE OF FINAL ACCEPTANCE. ALL DEFECTS IN MATERIAL OR LABOR SHALL BE REPAIRED BY THE CONTRACTOR IN A TIMELY MANNER AND AT NO COST TO THE OWNER. PLANT MATERIAL LOST DUE TO LACK OF URGENCY ON A WARRANTY ITEM SHALL BE REPLACED TO EQUAL OR GREATER VALUE AT NO COST TO THE OWNER. 17. ALL MATERIALS SHALL BE THOSE SPECIFIED NEW IN BOX AND WITHOUT FLAWS OR DEFECTS OF ANY KIND. ALL MATERIALS SHALL BE THOSE SPECIFIED NEW IN BOX AND WITHOUT FLAWS OR DEFECTS OF ANY KIND. 18. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN APPROVAL PRIOR TO BID. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN APPROVAL PRIOR TO BID. 19. THE IRRIGATION SYSTEM IS DESIGNED TO PROVIDE MAXIMUM EFFICIENCY AND DISTRIBUTION UNIFORMITY. IF THE THE IRRIGATION SYSTEM IS DESIGNED TO PROVIDE MAXIMUM EFFICIENCY AND DISTRIBUTION UNIFORMITY. IF THE CONTRACTOR IS REQUIRED TO MAKE FIELD ADJUSTMENTS, NOTIFY THE IRRIGATION CONSULTANT IMMEDIATELY FOR FURTHER EVALUATION.

AutoCAD SHX Text

1. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MARK ALL UTILITIES ON SITE. UTILITIES DAMAGED CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MARK ALL UTILITIES ON SITE. UTILITIES DAMAGED THROUGH CONSTRUCTION THAT ARE MARKED SHALL BE REPAIRED BY CONTRACTOR AT NO COST TO THE OWNER. UTILITIES DAMAGED THROUGH CONSTRUCTION THAT ARE NOT MARKED AND OR ARE UNKNOWN SHALL BE PAID FOR BY THE LOCATE COMPANY OR OWNER. 2. ALL EXISTING MAINLINE SHALL BE ABANDONED IN PLACE. ALL EXISTING MAINLINE SHALL BE ABANDONED IN PLACE. 3. ALL EXISTING LATERALS SHALL BE ABANDONED IN PLACE. ALL EXISTING LATERALS SHALL BE ABANDONED IN PLACE. 4. CONTRACTOR SHALL REMOVE ALL EXISTING LATERAL ISOLATION VALVES AND VALVE BOXES. BACKFILL CONTRACTOR SHALL REMOVE ALL EXISTING LATERAL ISOLATION VALVES AND VALVE BOXES. BACKFILL DISTURBED AREA WITH TOPSOIL, COMPACT FLUSH WITH ADJACENT GRADES AND SEED WITH MIX APPROVED BY SUPERINTENDENT. 5. CONTRACTOR SHALL REMOVE EXISTING FIELD SATELLITES AND RETURN TO OWNER. ABANDON EXISTING CONTRACTOR SHALL REMOVE EXISTING FIELD SATELLITES AND RETURN TO OWNER. ABANDON EXISTING ELECTRICAL IN PLACE. DISCONNECT AND ABANDON SERVICE. REPAIR GROUND WITH TOPSOIL AND SEED WITH MIX APPROVED BY SUPERINTENDENT. 6. CONTRACTOR SHALL REMOVE EXISTING VIH ROTORS, SWING JOINTS, ELECTRIC VALVES, QUICK COUPLE CONTRACTOR SHALL REMOVE EXISTING VIH ROTORS, SWING JOINTS, ELECTRIC VALVES, QUICK COUPLE VALVES AND RETURN TO OWNER. CONTRACTOR SHALL ALSO REMOVE EXISTING VALVE BOXES AND DISPOSE OF OFF SITE. BACKFILL HOLE WITH TOPSOIL, COMPACT FLUSH WITH ADJACENT GRADE AND SEED WITH MIX APPROVED BY SUPERINTENDENT.

IRRIGATION LEGEND

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Drawn by:

Project Number:

Checked by:

Date:

Sheet No.:

Revisions greg@baerdg.com Ph. 208.859.1980

IR100

10/1/2025

GB

GB

25014

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Scale 1" = 100'-0"

2001000

AutoCAD SHX Text 75' VIH ADJ. ROTOR: RAIN BIRD A-952-IC-70-48; 75' SPACING, 29.7 GPM @ 70 PSI RAIN BIRD A-952-IC-70-48; 75' SPACING, 29.7 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 65' VIH ROTOR: RAIN BIRD A-702-IC-70-32; 65' SPACING, 23.3 GPM @ 70 PSI RAIN BIRD A-702-IC-70-32; 65' SPACING, 23.3 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 65' VIH ADJ. ROTOR: RAIN BIRD A-752-IC-70-36; 65' SPACING, 23.2 GPM @ 70 PSI RAIN BIRD A-752-IC-70-36; 65' SPACING, 23.2 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 50' VIH ADJ. ROTOR: RAIN BIRD A-752-IC-70-26; 51' SPACING, 10.9 GPM @ 70 PSI RAIN BIRD A-752-IC-70-26; 51' SPACING, 10.9 GPM @ 70 PSI (DETAIL 7 & 8/IR300) 25' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-25; 25' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-25; 25' R, 45 PSI (DETAIL 9/IR300) (90 :1.0 GPM) (180 :1.98 GPM) (360 : 3.82 GPM) (90°:1.0 GPM) (180°:1.98 GPM) (360°: 3.82 GPM)30' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-30; 30' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-30; 30' R, 45 PSI (DETAIL 9/IR300) (90 :1.4 GPM) (180 :2.96 GPM) (360 : 5.78 GPM) (90°:1.4 GPM) (180°:2.96 GPM) (360°: 5.78 GPM)35' LANDSCAPE ROTOR: RAIN BIRD 5006+SAMSS-MPR-35; 35' R, 45 PSI RAIN BIRD 5006+SAMSS-MPR-35; 35' R, 45 PSI (DETAIL 9/IR300) (90 :192 GPM) (180 :3.81 GPM) (360 : 7.58 GPM) (90°:192 GPM) (180°:3.81 GPM) (360°: 7.58 GPM)QUICK COUPLER VALVE: RAIN BIRD 5RC RAIN BIRD 5RC (DETAIL 5/IR300) 2" ELEC. CONTROL VALVE: RAIN BIRD 200-PESB-PRS-D WITH ICM & ICM-A RAIN BIRD 200-PESB-PRS-D WITH ICM & ICM-A (DETAIL 17/IR300) 1" DRIP CONTROL VALVE: RAIN BIRD 100-PESB-PRS-D WITH ICM & ICM-A RAIN BIRD 100-PESB-PRS-D WITH ICM & ICM-A (DETAIL 17/IR300) LATERAL ISOLATION VALVE (DETAIL 3/IR300) MAINLINE ISOLATION VALVE (DETAIL 1 & 2/IR300) AIR RELIEF VALVE: CRISPIN PL10A CRISPIN PL10A (DETAIL 4/IR300) DRAIN VALVE (DETAIL 18/IR300) CENTRAL CONTROL SYSTEM: RAIN BIRD CIRRUS PRO RAIN BIRD CIRRUS PRO FIELD INTERFACE UNIT: ICI 3000+ 2" HDPE 4710 DR11 6" HDPE 4710 DR11 8" HDPE 4710 DR11 10 HDPE 4710 DR11 12" HDPE 4710 DR11 16" HDPE 4710 DR11 18" HDPE 4710 DR17 20" HDPE 4710 DR11 36" HDPE 4710 DR11 RAIN BIRD SPECTRUM WATCHDOG 3552HU WEATHER STATION - SOLAR, BATTERY, CELLULAR

1. EXISTING IRRIGATION PUMP STATION AND PUMP HOUSE - DISCONNECT POWER TO BUILDING AND PUMP EXISTING IRRIGATION PUMP STATION AND PUMP HOUSE - DISCONNECT POWER TO BUILDING AND PUMP STATION. DISCONNECT AND LIFT EXISTING ROOF OFF BUILDING TO ALLOW FOR REMOVAL OF EXISTING PUMP STATION. DISCONNECT PLUMBING AND REMOVE EXISTING PREFABRICATED PUMP STATION AND COMPONENTS FROM BUILDING. DROP IN NEW PREFABRICATED PUMP STATION AND MAKE ALL NECESSARY ELECTRICAL AND PLUBMING CONNECTIONS FOR A FULLY FUNCTIONAL PUMP STATION, PER CODE REQUIREMENTS. REPLACE ROOF AND SECURE TO BUILDING. 2. INSTALL NEW SELF CLEANING INTAKE SCREEN ON EXISTING INTAKE PIPE IN POND. PLUMB SCREEN RETURN INSTALL NEW SELF CLEANING INTAKE SCREEN ON EXISTING INTAKE PIPE IN POND. PLUMB SCREEN RETURN LINE TO PUMP STATION. CONTRACTOR MAY DRAIN POND OUTSIDE OF IRRIGATION SEASON, COORDINATE WITH SUPERINTENDENT. 3. EXISTING IRRIGATION TRANSFER PUMP SYSTEM. SAVE AND PROTECT EXISTING TRANSFER PUMP INCLUDING EXISTING IRRIGATION TRANSFER PUMP SYSTEM. SAVE AND PROTECT EXISTING TRANSFER PUMP INCLUDING THE INTAKE SYSTEM ALL THE WAY THROUGH THE 6" FLANGED DISCHARGE CONNECTION ABOVE GRADE, INCLUDING POWER, HOUSING AND OTHER INFRASTRUCTURE. CONNECT NEW FLANGED HDPE TRANSFER PIPE TO EXISTING DISCHARGE AND EXTEND TO IRRIGATION POND PER PLAN. 4. POND FILL - ENLARGE TRANSFER PIPE TO 12" DIA, A MIN. 20' UPSTREAM OF DISCHARGE INTO POND. POND FILL - ENLARGE TRANSFER PIPE TO 12" DIA, A MIN. 20' UPSTREAM OF DISCHARGE INTO POND. INSTALL RIP RAP AT DISCHARGE TO PREVENT EROSION IF NECESSARY. 5. BRIDGE CROSSING - INSTALL NEW MAINLINE AND TRANSFER PIPE ON UNDERSIDE OF BRIDGE. SECURE TO BRIDGE CROSSING - INSTALL NEW MAINLINE AND TRANSFER PIPE ON UNDERSIDE OF BRIDGE. SECURE TO BRIDGE USING EATON B3110 SERIES PIPE HANGERS WITH HANGER RODS LENGTH AS REQUIRED TO PROVIDE UNIFORM SLOPE THROUGH CROSSING, OR APPROVED EQUAL. SPACE HANGERS AT 5' O.C. 6. GAS EASEMENT - COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THIS EASEMENT WITH UTILITY GAS EASEMENT - COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THIS EASEMENT WITH UTILITY COMPANY. 7. EXTEND 2" LATERAL AND COMMUNICATION WIRE TO EXISTING ELECTRIC VALVES AROUND CLUBHOUSE AND EXTEND 2" LATERAL AND COMMUNICATION WIRE TO EXISTING ELECTRIC VALVES AROUND CLUBHOUSE AND CART STORAGE BUILDING. REPLACE ELECTRIC VALVES AND CONNECT TO NEW IRRIGATION SYSTEM. PRESERVE AND PROTECT EXISTING IRRIGATION DOWNSTREAM OF ELECTRIC VALVES. 8. DRAIN VALVE - EXTEND 2" DRAIN TO DAYLIGHT IN POND/CREEK AT LOW POINT. ADD RIP RAP IF REQUIRED DRAIN VALVE - EXTEND 2" DRAIN TO DAYLIGHT IN POND/CREEK AT LOW POINT. ADD RIP RAP IF REQUIRED TO PREVENT EROSION.

ELECTRICAL LEGEND

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C

ELECTRICAL KEYNOTES #

Drawn by:

Project Number:

Checked by:

Date:

Sheet No.:

Revisions greg@baerdg.com Ph. 208.859.1980

IR200

10/1/2025

GB

GB

25014

EL

EC

TR

IC

AL

P

LA

N

Cl ac ka m as C ou nt y St on e

Cr ee k Go lf Cl ub Irr ig at io n

Re no va tio n Pr oj ec t O re go n Ci ty O re go n

Scale 1" = 100'-0"

2001000

AutoCAD SHX Text CENTRAL CONTROL: RAIN BIRD CIRRUS PRO SYSTEM W/ICI+, RAIN BIRD CIRRUS PRO SYSTEM W/ICI+, BATTERY BACK-UP, SURGE PROTECTION, 5 YR GSP, IPAD AND OTTERBOX , IPAD AND OTTERBOX 12-2 COMMUNICATION WIRE PATH - GROUP A (GREEN) 14-2 COMMUNICATION WIRE PATH - GROUP A (RED) 12-2 COMMUNICATION WIRE PATH - GROUP B (BLUE) 14-2 COMMUNICATION WIRE PATH - GROUP B (RED) 12-2 COMMUNICATION WIRE PATH - GROUP C (YELLOW) 14-2 COMMUNICATION WIRE PATH - GROUP C (RED) GROUNDING/ARRESTOR - COMMUNICATION WIRE PATH (DETAIL 19/IR300) RAIN BIRD SPECTRUM WATCHDOG 3552HU WEATHER STATION - SOLAR, BATTERY, CELLULAR

1. INSTALL IRRIGATION CENTRAL CONTROL SYSTEM COMPUTER AND ICI IN SUPERINTENDENTS OFFICE IN SAME INSTALL IRRIGATION CENTRAL CONTROL SYSTEM COMPUTER AND ICI IN SUPERINTENDENTS OFFICE IN SAME LOCATION AS EXISTING COMPONENTS. CONNECT TO EXISTING 120V POWER SUPPLY. INSTALL CONDUIT INTO BUILDING TO COMPUTER AS NEEDED TO EXTEND COMMUNICATION WIRES FROM THE FIELD TO THE COMPUTER INTERFACE. INSTALL MAXI SURGE PLATE AND GROUNDING IMMEDIATELY OUTSIDE BUILDING. 2. INSTALL NEW WEATHER STATION IN THIS APPROXIMATE LOCATION, VERIFY EXACT LOCATION WITH INSTALL NEW WEATHER STATION IN THIS APPROXIMATE LOCATION, VERIFY EXACT LOCATION WITH IRRIGATION CONSULTANT. 3. EXTEND MAXI-WIRE TO PUMP STATION AND CONNECT TO FLOW METER OUTPUT INSIDE PUMP CONTROL EXTEND MAXI-WIRE TO PUMP STATION AND CONNECT TO FLOW METER OUTPUT INSIDE PUMP CONTROL PANEL WITH RAIN BIRD IC-IN. INSTALL ALL ABOVE GRADE WIRE INSIDE RIGID PVC CONDUIT. COORDINATE WITH PUMP MANUFACTURER TO VERIFY AND CONFIRM CORRECT PORTS FOR WIRE CONNECTION. 4. EXISTING POWER HIGH VOLTAGE POWER. LOCATE, SAVE AND PROTECT. EXISTING POWER HIGH VOLTAGE POWER. LOCATE, SAVE AND PROTECT. 5. DISCONNECT ALL ELECTRICAL AS REQUIRED TO REMOVE EXISTING PUMP SKID. INSTALL NEW PUMP SKID DISCONNECT ALL ELECTRICAL AS REQUIRED TO REMOVE EXISTING PUMP SKID. INSTALL NEW PUMP SKID AND MAKE ALL NECESSARY ELECTRICAL CONNECTIONS FOR A FULLY FUNCTIONAL SYSTEM INCLUDING OPERATION OF TWO EXISTING WELL SYSTEMS AND ONE FUTURE AUTOMATIC WELL SYSTEM.

WARNING TAPE MARKED "CAUTION ELECTRICAL".

6" WIDE, RED IN COLOR.

COMPACTED BACKFILL MATERIAL TO BE TOPSOIL

PER SPECIFICATIONS.

14-1 TRACER WIRE (ONLY OVER MAINLINE VOID

OF CONTROL/POWER WIRE). PROVIDE 24" LOOP

IN ALL VALVE BOXES.

MAINLINE

ASTM C-33 SAND PIPE BEDDING/SCREENED

BACKFILL

COMMUNICATION CABLE

CONTROL WIRES TAPED AT 10' INTERVALS

POWER WIRE

30"

4"6"

4"

NTS2 14"+ Mainline Gate Valve - HDPE NTS4 Air/Vac Valve Assembly

NTS6 Double Rotor End of Line Swing Joint Service NTS9 Gear Driven Rotor

NTS10 MP Rotator/Spray Head

NTS11 Mainline Trench Section NTS12 Lateral Trench Section (if required)

COMPACTED BACKFILL MATERIAL TO BE

TOPSOIL PER SPECIFICATIONS.

LATERAL

ASTM C-33 SAND PIPE

BEDDING/SCREENED BACKFILL

CONTROL WIRES TAPED AT 10'

INTERVALS

24"

4"

4"

NTS1 4" - 12" Mainline Gate Valve - HDPE NTS5 Quick Couple Valve Assembly

NTS3 2" Lateral Isolation Valve Assembly

NTS8 VIH Rotor - Mid Lateral NTS7 VIH Rotor - End Lateral

30" COVER

OVERALL ASSEMBLY LENGTH

30" COVER

24" COVER

2" HDPE LATERAL

24" MIN.

FINISH GRADE

INSTALL 1/4" ABOVE GRADE

AND A MINIMUM OF 4" OFF

WALKS AND CURBS

POP-UP SPRAY HEAD

1/2" MARLEX STREET ELLS

LINEAR LOW DENSITY

POLYETHYLENE SWING PIPE (12"

LONG MIN., 18" LONG MAX)

LASCO INSERT x INSERT x FPT

TEE

PE LATERAL

NOTE:

CROWN TRENCH 2" TO ALLOW FOR SETTLING

10" ROUND VALVE BOX

QUICK COUPLER VALVE, INSTALL TOP

2" BELOW TOP OF VALVE BOX

3/4" CLEAN CRUSHED GRAVEL

HDPE LATERAL LINE

45° - 60°

NOTE:

FINISH GRADE

FINISH GRADE

GEAR DRIVE ROTOR

AQUAFUSE AF1C2-418, 1" SWING JOINT

WITH 18" LAY

45° - 60°

NOTE:

AQUAFUSE HDPE SADDLE AFLS010-020

HDPE LATERAL LINE

2" DR11 H

DPE LA

TERA

L

HARCO DR11 (66-31240206) IPS BUTT

FUSION x FEMALE ACME ELBOW

AFGELL-150 AQUA FUSE ADAPTER

RAIN BIRD TOP MOUNT SWING JOINT, 12" LAY

RB 702/752 SERIES - JE0000R3

RB 952 SERIES - JH010033

INTEGRITY FUSION SDR11 MOLDED

EQUAL TEE 100705

AQUAFUSE HDPE SADDLE AFAS15-020

HDPE LATERAL LINE

45° - 60°

NOTE:

HARCO DR11 (66-31240206) IPS BUTT

FUSION x FEMALE ACME ELBOW

AFGELL-150 AQUA FUSE ADAPTER

NOTE:

1. ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED OFF" ONE FULL

ROTATION BEFORE INSTALLATION.

2" DR11 HDPE LATERAL

RAIN BIRD TOP MOUNT SWING JOINT, 12" LAY

RB 702/752 SERIES - JE0000R3

RB 952 SERIES - JH010033

RAIN BIRD TOP MOUNT SWING JOINT, 12" LAY

RB 702/752 SERIES - JE0000R3

RB 952 SERIES - JH010033

VIH ROTOR

WATERPROOF WIRE

CONNECTORS (2)

CONTROLLER WIRE

EXPANSION COIL

VIH ROTOR

WATERPROOF WIRE

CONNECTORS (2)

CONTROLLER WIRE

EXPANSION COIL

AFGELL-150 AQUA FUSE ADAPTER

LASCO 1" SNAPLOK SWING JOINT,

12" LAY. G1MS-212

AquaSaddle 112" FEMALE ACME OUTLET

90° ELBOW

AQUAFUSE HDPE SADDLE AFAS15-020

Drawn by:

Project Number:

Checked by:

Date:

Sheet No.:

Revisions greg@baerdg.com Ph. 208.859.1980

IR300

10/1/2025

GB

GB

25014

IR

RI

GA

TI

O N

D

ET

AI

LS

Cl ac ka m as C ou nt y St on e

Cr ee k Go lf Cl ub Irr ig at io n

Re no va tio n Pr oj ec t O re go n Ci ty O re go n

NTS14 Creek/Depression Crossing

NTS15 Pipe Deflection Chart

NTS18 Manual Drain/Lake Fill Valve

NTS13 Greens/Surrounds Head Layout

NTS17 1.5" & 2" Electric Valve Assembly

FINISH GRADE

36" MIN

EXISTING OPEN CHANNEL OR PIPED DITCH/CREEK CROSSING

HDPE PIPING

30" MIN

MINIMUM ALLOWABLE

RADIUS OF HDPE PIPE

DR RATING DEFLECTION RADIUS

DR 9 OR LOWER 20X THE O.D.

DR 13.5 25X THE O.D.

DR 21 27X THE O.D.

DR 21 OR GREATER100X THE O.D.

2" HDPE LATERAL

NOTE:

1. STANDING ON GREEN SURFACE LOOKING AT HEAD

SET, SPRINKLER ON LEFT SHALL IRRIGATE GREEN,

SPRINKLER ON RIGHT SHALL IRRIGATE SURROUNDS.

2. INSTALL HEADS SO THEY ARE PARALLEL TO EDGE

OF GREEN.

GREEN

APPROACH

SURROUND

SURROUND

SURROUND

GROUP 'A'

TO HOLE 1

NTS16 Splice Box

10" ROUND VALVE

BOX WITH BLACK T

LID

LABEL ALL WIRES IN BOX

WITH CHRISTY'S ID TAG.

POWER WIRE TAG SHALL

RED. DECODER

COMMUNICATION WIRE

TAG SHALL BE YELLOW.

GROUP 'A'

TO D.R.

FINISH GRADE

MAINLINE

L E C O

NTS19 Two Wire Path Grounding Assembly

20'

30" (IN) MINIMUM,

OR BELOW FROSTLINE

NTS20 Rain Bird MSP-1/MPG-1 Grounding Assembly

AutoCAD SHX Text

DR 13.5 HDPE MAIN LINE PIPE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CARSON 910 VALVE BOX WITH GREEN T-COVER.

AutoCAD SHX Text

8" PVC SLEEVE NOTCH PIPE TO FIT VALVE

AutoCAD SHX Text

CONTROLFLO GATE VALVE WITH BUTT FUSION STUB ENDS MODEL #AF2638

AutoCAD SHX Text

3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

AutoCAD SHX Text CARSON 910 VALVE BOX WITH GREEN T-COVER 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL 8" PVC SLEEVE. NOTCH TO FIT VALVE. LEEMCO LMV-####FF FLANGED GATE VALVE BUTT FUSE INTEGRITY FUSION SDR7 BACKUP RING INTEGRITY FUSION SDR11 FLANGED ADAPTER W/ 150# FULL FACE GASKET 1/8 NEOPRENE WITH FABRIC FINISH. DR11 HDPE MAINLINE PIPE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CARSON 910 VALVE BOX WITH GREEN T-COVER

AutoCAD SHX Text

4" PVC SLEEVE NOTCH PIPE TO FIT VALVE

AutoCAD SHX Text AquaFuse SQUARE OR ROUND BASE BRANCH SADDLE WITH 2" OUTLET

AutoCAD SHX Text

HDPE MAIN LINE

AutoCAD SHX Text

HDPE LATERAL LINE

AutoCAD SHX Text

3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

AutoCAD SHX Text

HDPE DR11 2" SOCKET FUSION 90° ELBOW

AutoCAD SHX Text AquaFuse 2" CONTROLFLO PE X PE BALL VALVE MODEL# AFBV-200Y-MNF0-360

AutoCAD SHX Text

CARSON 1220 VALVE BOX WITH TAN T-COVER

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4" PVC SLEEVE NOTCH PIPE TO FIT VALVE

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HDPE MAIN LINE

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3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

AutoCAD SHX Text

HDPE DR11 2" SOCKET FUSION 90° ELBOW

AutoCAD SHX Text AquaFuse 2" CONTROLFLO PE X PE BALL VALVE MODEL# AFBV-200Y-MNF0-360

AutoCAD SHX Text

HDPE DR11 2" SOCKET FUSION 90 ELBOW

AutoCAD SHX Text

2" HDPE DR11 X THREADED HDPE DR11 X THREADED BRASS TRANSITION FITTING CUT TO FIT

AutoCAD SHX Text

CRISPIN IC10A COMBINATION AIR VALVE

AutoCAD SHX Text

1. CUT SOD WITH 1" SOIL LAYER. CUT SOD WITH 1" SOIL LAYER. 2. SOD CUT SHALL BE 18" WIDE. SOD CUT SHALL BE 18" WIDE. 3. CUT SOD SHALL BE ROLLED AND WATERED TO KEEP MOIST AND SHALL BE REPLACED WITHIN 48 CUT SOD SHALL BE ROLLED AND WATERED TO KEEP MOIST AND SHALL BE REPLACED WITHIN 48 HOURS OF CUT. 4. CROWN CENTER OF TRENCH 2" TO ALLOW FOR SETTLING. CROWN CENTER OF TRENCH 2" TO ALLOW FOR SETTLING. 5. TOP DRESS SOD SEAMS PULLING AWAY FROM EDGE WITH APPROVED TOP DRESSING MATERIAL. TOP DRESS SOD SEAMS PULLING AWAY FROM EDGE WITH APPROVED TOP DRESSING MATERIAL. 6. PLACE AND COMPACT BACKFILL IN 6" LIFTS. PLACE AND COMPACT BACKFILL IN 6" LIFTS. 7. COMPACT BACKFILL WITH PNEUMATIC TAMPER WITH MAX 6"x6" FOOT. COMPACT BACKFILL WITH PNEUMATIC TAMPER WITH MAX 6"x6" FOOT. 8. COMPACTION TO MATCH UNDISTURBED ADJACENT SOILS. COMPACTION TO MATCH UNDISTURBED ADJACENT SOILS. 9. TOP 6" SOIL PROFILE TO MATCH ADJACENT UNDISTURBED SOIL PROFILE.TOP 6" SOIL PROFILE TO MATCH ADJACENT UNDISTURBED SOIL PROFILE.

AutoCAD SHX Text AquaFuse 2" SOCKET FUSION COUPLING

AutoCAD SHX Text

HDPE RISER CUT TO FIT

AutoCAD SHX Text AquaFuse SQUARE OR ROUND BASE BRANCH SADDLE WITH 2" OUTLET

AutoCAD SHX Text AquaFuse 2" SOCKET FUSION COUPLING

AutoCAD SHX Text

HDPE RISER CUT TO FIT

AutoCAD SHX Text

SIDE VIEW

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1. ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED OFF" ONE FULL ROTATION BEFORE INSTALLATION.

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

1. ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED OFF" ONE FULL ROTATION BEFORE INSTALLATION.

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

1. ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED OFF" ONE FULL ACME O-RING SEALED THREADS ARE TO BE FINGER TIGHTENED AND "BACKED OFF" ONE FULL ROTATION BEFORE INSTALLATION.

AutoCAD SHX Text

SIDE VIEW

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13" X 24" RECTANGULAR VALVE BOX

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2" HDPE LATERAL

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1-1/2" OR 2" REMOTE CONTROL VALVE

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1-1/2" PRV

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FEMALE ADAPTOR

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BRICK SUPPORT (1-EA. CORNER)

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SCH 80 PVC UNION W/ ADAPTER

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1-1/2" FILTER

AutoCAD SHX Text NETAFIM LVCZ150HP-NV FILTER KIT (MP ROTATOR or DRIP ZONES ONLY)

AutoCAD SHX Text 2" HDPE SOCKET x 1.5" OR 2" MIPT TRANSITION FITTING

AutoCAD SHX Text

LATERAL

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FINISH GRADE

AutoCAD SHX Text

CARSON 910 VALVE BOX WITH GREEN T-COVER

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4" PVC SLEEVE NOTCH PIPE TO FIT VALVE

AutoCAD SHX Text ELECTROFUSION BRANCH SADDLE WITH 2"x12" INTEGRATED NIPPLE

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HDPE MAIN LINE

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TO DRAIN

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3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

AutoCAD SHX Text

HDPE DR11 2" SOCKET FUSION 45° ELBOW

AutoCAD SHX Text AquaFuse 2" CONTROLFLO PE X PE BALL VALVE MODEL# AFBV-200Y-MNF0-360

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text PROVIDE COILED SLACK WIRE IN SPLICE BOX TO ALLOW FOR 24" EXTENSION ABOVE FINISH GRADE.

AutoCAD SHX Text NOTES: 1. ALL TAG IDENTIFICATIONS SHALL BE TRANSFERRED TO IRRIGATION AS-BUILT. ALL TAG IDENTIFICATIONS SHALL BE TRANSFERRED TO IRRIGATION AS-BUILT. 2. ALL 24 VOLT WIRING SHALL BE SPLICED WITH 3M DBY/4 SPLICE KIT. ALL 24 VOLT WIRING SHALL BE SPLICED WITH 3M DBY/4 SPLICE KIT. 3. ALL 120/240 VOLT WIRING SHALL BE SPLICED WITH UL APPROVED 3M RESIN PACK.ALL 120/240 VOLT WIRING SHALL BE SPLICED WITH UL APPROVED 3M RESIN PACK.

AutoCAD SHX Text

RAIN BIRD ICSD (RAIN BIRD) OR MOUNT TO SIDE OF VALVE BOX.

AutoCAD SHX Text

TWO WIRE COMMUNICATION WIRE PATH TO FOLLOW MAINLINE IN TRENCH

AutoCAD SHX Text NOTE: 1. INSTALL AT 1ST SPLICE DOWNSTREAM OF CONTROLLER. INSTALL AT 1ST SPLICE DOWNSTREAM OF CONTROLLER. 2. INSTALL ONE EVERY 450'. INSTALL ONE EVERY 450'. 3. INSTALL IN ROUGH OR OUT OF PLAY AREAS. INSTALL IN ROUGH OR OUT OF PLAY AREAS. 4. INSTALL ON EVERY SPUR IN EXCESS OF 50' OR GREATER. INSTALL ON EVERY SPUR IN EXCESS OF 50' OR GREATER. 5. INSTALL AT ALL DEAD-ENDS. INSTALL AT ALL DEAD-ENDS. 6. GROUNDING SHALL BE TESTED WITH A MEGGER BY CONTRACTOR AND CERTIFIED TO MEET ASIC MINIMUM CODE GROUNDING SHALL BE TESTED WITH A MEGGER BY CONTRACTOR AND CERTIFIED TO MEET ASIC MINIMUM CODE OF 10 OHMS TO GROUND, OR MANUFACTURERS MINIMUM REQUIREMENTS. 7. CONTRACTOR TO PROVIDE TEST RESULTS TO IRRIGATION CONSULTANT FOR SIGN OFF.CONTRACTOR TO PROVIDE TEST RESULTS TO IRRIGATION CONSULTANT FOR SIGN OFF.

AutoCAD SHX Text

LATERAL ISOLATION VALVE ASSEMBLY - SEE DETAILS.

AutoCAD SHX Text

6 AWG SOLID BARE COPPER WIRE

AutoCAD SHX Text

CONCRETE MIXTURE

AutoCAD SHX Text 4" x 36" GROUNDING PLATE

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36" MIN

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MADE IN TAIWAN

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MADE IN TAIWAN

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EQUIP

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FIELD

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FIELD

AutoCAD SHX Text

EQUIP

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MADE IN TAIWAN

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MADE IN TAIWAN

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EQUIP

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FIELD

AutoCAD SHX Text INSTALL A JUMBO VALVE BOX ENCLOSING MGP-1, MSP-1, AND GROUND ROD AT GRADE FOR FUTURE ACCESS

AutoCAD SHX Text MSP-1 GROUND WIRES (GREEN) - CONNECT TO GROUNDING SCREWS ON MGP-1 GROUNDING PLATE ASSEMBLY

AutoCAD SHX Text

6-1 BARE COPPER FROM CENTRAL EQUIPMENT

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6-1 BARE COPPER FROM POLYPHASER

AutoCAD SHX Text

6-1 BARE COPPER FROM FREEDOM SYSTEM ANTENNA MAST "U"BOLT

AutoCAD SHX Text MAXI-CABLE 2-WIRE PATH FROM CENTRAL INTERFACE (COLOR PER SPEC.) SHALL HAVE SUFFICIENT SLACK TO LIFT SPLICE ASSEMBLY 24" ABOVE FINISH GRADE

AutoCAD SHX Text 5/8" DIA. x 8'-0" (MIN.) UL LISTED COPPER CLAD GROUND ROD TOP TO BE 6" BELOW GRADE

AutoCAD SHX Text ADDITIONAL MGP-1/MSP-1 ASSEMBLIES AS REQUIRED FOR ADDITIONAL WIRE PATHS, WEATHER STATIONS, ETC.

AutoCAD SHX Text

MGP-1 GROUNDING PLATE ASSEMBLY - CLAMPED TO GROUNDING ROD

AutoCAD SHX Text

MSP-1 SURGE ARRESTOR MOUNTED INTO MGP-1 GROUND PLATE ASSEMBLY

AutoCAD SHX Text

6-1 BARE COPPER TO GROUND PLATE

AutoCAD SHX Text AT ALL SPLICE LOCATIONS PROVIDE SUFFICIENT SLACK TO ALLOW THE SPLICE TO BE RAISED A MINIMUM OF 24" ABOVE GRADE FOR INSPECTION

AutoCAD SHX Text 100 LBS. POWERSET EARTH CONTACT MATERIAL (50 LBS. ABOVE PLATE, 50 LBS. BELOW PLATE)

AutoCAD SHX Text 4" DRAINAGE PIPE 18" LONG FILLED WITH CRUSHED STONE WITH GRATE CENTERED OVER GROUND PLATE

AutoCAD SHX Text 4" X 96" X .0625" GROUND PLATE SHALL BE INSTALLED A MINIMUM OF 20' (FT) AWAY FROM STATION, COMMUNICATION, AND POWER WIRES

AutoCAD SHX Text NOTES: 1. EACH CENTRAL ASSEMBLY CAN ACCOMMODATE UP TO THREE (3) MGP-1 GROUND PLATES FOR A TOTAL OF SIX (6) WIRE PATHS. 2. IF REQUIRED, A SECOND GROUND ASSEMBLY SHALL BE INSTALLED WITHIN 10' (FT) OF THE FIRST ASSEMBLY TO ACCOMMODATE WIRE PATHS 7 THRU 12. RODS SHALL BE BONDED TOGETHER USING #6-1 BARE COPPER WIRE. 3. ADDITIONAL GROUND ELECTRODES MAY BE REQUIRED IF EARTH GROUND RESISTANCE EXCEEDS 5 OHMS.

AutoCAD SHX Text

PANDUIT CX-35 GROUND LUG

AutoCAD SHX Text

RAIN BIRD CONNECTORS

AutoCAD SHX Text

3" DEPTH PEA GRAVEL SUMP

FILTER FABRIC. WRAP BOTTOM AND ALL RISER PENETRATIONS

DIMENSIONS AND SIZES OF EXISTING STRUCTURES, AND/OR COMPONENTS MUST BE

VERIFIED TO WATERTRONICS BEFORE STATION CONSTRUCTION BEGINS.

THE PUMP STATION PROPOSED HEREIN IS DESIGNED TO BE PLACED IN A PUMP

HOUSE FOR PROTECTION FROM THE ENVIRONMENT. IF A PUMP HOUSE IS NOT USED,

WATERTRONICS MUST BE NOTIFIED AT TIME OF QUOTATION SO SPECIAL PROVISIONS

CAN BE MADE.

PUMP STATION SPECIFICATIONS:

NAME: STONE CREEK GOLF CLUB

STATION MODEL:

VTV-7C-60X4/10STV-480-3-2325-125

STATION TOTAL PERFORMANCE:

2325GPM @ 125 PSI

PUMP HORSEPOWER:

SUSTAIN/JOCKEY PUMP: 10HP

PUMP NO.1-4:60HP

CHECK VALVE SIZE

SUSTAIN: 2"

PUMP NO.1-4: 6"

ISOLATION VALVE SIZES:

SUSTAIN PUMP: 2"

PUMP NO.1-4: 5"

DISCHARGE ISOLATION VALVE: 10"

RELIEF VALVE SIZE: 4"

PUMP STATION DISCONNECT: 400 AMP

POWER REQUIREMENTS:

480V, 60 HZ, 3 PH, 302 FLA

EXHAUST FAN REQ'D FOR BUILDING:

4250 CFM

PHONE: 1-262-367-5000

FAX: 1-262-367-5551

DRAWING NO.

SHEET OF1

STONE CREEK GC 10/03/25

SHEETS4

WET WELL DIMS: .................. 72" DIA.

WET WELL DEPTH: ............... 149"

MAIN LINE CONNECTION: .... 16" FL

DROP PIPE COVER: .................... 36"

INTAKE FLUME SIZE: .................. TBD

INTAKE FLUME MATERIAL: ........ TBD

PLEASE VERIFY ALL INFO WITH

YOUR INITIALS AND DATE

INITIAL DATE

WATERTRONICSUNLESS SPECIFIED BY THE CUSTOMER, PUMP HOUSE/CONCRETE SLAB DIMENSIONS

ARE RECOMMENDED MINIMUMS FOR NEC AND SERVICE CLEARANCE, AND ARE FOR

ILLUSTRATION PURPOSES ONLY. PROJECT MANAGER SHALL BE CONSULTED ON FINAL

DESIGN.

PLEASE USE THE SPACE BELOW FOR ANY ADDITIONAL COMMENTS: APPROVED AS SUBMITTED

APPROVED AS NOTED

REVISE AND RESUBMIT

REVIEWED BY: _______________________

NAME: ______________________________

DATE: _______________________________

STATION COMPONENTS:

A 60HP MAIN PUMP AND MOTOR

B 10HP JOCKEY PUMP AND MOTOR

C CHECK VALVE

D PUMP ISOLATION VALVE W/ EBV

E DRAIN

F 4" PRESSURE RELIEF VALVE

G PRESSURE TRANSDUCER W/ GAUGE

H PAINTED STEEL BASE (GREEN)

I 8" ELECTROMAGNETIC FLOW METER

J WET WELL VIEWING HATCH

K FORSTA D8-180-304-8" FILTER W/ AUTOFLUSH

L 10" STATION ISOLATION VALVE

M CONTROL CABINET

N NOREN HEAT EXCHANGER COOLING

O LEVEL SENSOR

P GPIO KIT FOR WELL PUMP #3

Q PREMIUM SURGE SUPPRESSOR

ADDITIONAL AMENITIES

MECHANICAL SEALS

PREMIUM SURGE/LIGHTNING PROTECTION

WATERVISION CLOUD - VERIZON - 5 YR SUB.

STAINLESS STEEL FASTENERS

NOT SHOWN

CLEMONS CW2400 SELF-CLEANING INLET SCREEN

FLUME MATERIAL - CMP

FLUME SIZE TBD - 24'

WET WELL LEVEL CONTROL W/ 3 POND FILLS

PUMP 1 - POND FILL RELAY

PUMP 2 - POND FILL RELAY

PUMP 3 - GPIO KIT W/ WV CLOUD

PLAN VIEWCONCEPT DRAWING ONLY

NOT TO BE USED FOR CONSTRUCTION

348"

INSIDE WALL

168"

INSIDE WALL

63"

EXISTING DISCHARGE C/L

246"

SKID LENGTH

92"

SKID WIDTH

41"

35"

43"59"

110"

INSIDE WALL TO FLANGE

8"

WALL THICKNESS

35"

DOOR

35"

DOOR

MN

42"

NEC CLEARANCE

REQUIRED

2734"

3" FL - TO CLEMONS CW2400

3" FL - FILTER FLUSH

EXISTING

400A DISC.

2" BLOWOUT PORT W/ BALL VALVE

57"

TO CENTER OF ELBOW

SELF-CLEANING

INLET SCREEN FLUSH LINE

A A

A A

B

[P] REMOTE GPIO KIT

USED TO START/STOP WELL PUMP #3 ON LOW POND LEVEL

WILL NEED TO TRACK WATER USAGE

(TO SHIP LOOSE)

D C

E

F

3 X 34" TOL'S

H

IJ

K (2X)

L O

Q

SOUTH WALL OF EXISTING BUILDING

Drawn by:

Project Number:

Checked by:

Date:

Sheet No.:

Revisions greg@baerdg.com Ph. 208.859.1980

IR400

10/1/2025

GB

GB

25014

PR

EF

AB

RI

CA

TE

D

PU

M P

ST

AT

IO

N

Cl ac ka m as C ou nt y St on e

Cr ee k Go lf Cl ub Irr ig at io n

Re no va tio n Pr oj ec t O re go n Ci ty O re go n