0429 2022 COC NF PINEGROVE CG - WATER WELL REHAB PDF DWGS.pdf
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YUMA
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STATE VICINITY MAP
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SHOWLOW
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HOLBROOK
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CASA
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GRANDE
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NOGALES
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TUCSON
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SAFFORD
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WILLIAMS
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SEDONA
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CAMP
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VERDE
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BLYTHE
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PHOENIX
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KINGMAN
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PAYSON
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GLOBE
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FLAGSTAFF
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CLINT'S WELL
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GRAND
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CANYON
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TUBA CITY
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PAGE
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CHINLE
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PINEGROVE CAMPGROUND
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NOT TO SCALE
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FOREST VICINITY MAP
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NOT TO SCALE
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CLINT'S WELL
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US 89A
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SR 179
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CAMP VERDE
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SR 260
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FOREST
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INTERSTATE
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SEDONA
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US 89A
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NATIONAL
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FH-3
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COCONINO
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INTERSTATE
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FLAGSTAFF
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US 89
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SR 87
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PINEGROVE
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INTERSTATE
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COTTONWOOD
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CAMP GROUND
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COCONINO NATIONAL FOREST
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PINEGROVE CG - WATER WELL REHAB
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TITLE SHEET
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A. PORRAS
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UNITED STATES DEPARTMENT OF AGRICULTURE
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FOREST SERVICE
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REGION 3
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CONSTRUCTION DRAWINGS FOR
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PINEGROVE CAMPGROUND - WATER WELL REHABILITATION
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COCONINO COUNTY, ARIZONA
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COCONINO NATIONAL FOREST
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SOUTHWESTERN REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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EXISTING CONDITIONS
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A. PORRAS
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TBD
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TBD
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EXISTING OVERHEAD POWER SERVICE LINES (TO REMAIN)
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EXISTING WATER STORAGE TANK 7,000 GAL
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EXISTING WELL HEAD
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EXISTING 8' CHAINLINK FENCE
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EXISTING 2" HYDRANT
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EXISTING 3" WATER METER (TO BE REMOVED)
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EXISTING UNDERGROUND ELECTRICAL POWER CIRCUIT FOR SUBMERSIBLE PUMP & MOTOR
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EXISTING UNDERGROUND CHLORINE FEED LINE
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EXISTING TANK LEVEL SENSOR UNDERGROUND ELECTRICAL CIRCUIT (TO REMAIN)
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SCALE: 1" = 10'
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EXISTING 16' GATE
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SITE PLAN
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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SITE PLANS - BASE BID/BID OPTION "A"
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AutoCAD SHX Text GENERAL NOTES 1. THESE DRAWINGS ARE INTENDED FOR GENERAL REFERENCE AND SHOULD NOT BE USED FOR MATERIAL TAKE-OFF OR EXACT THESE DRAWINGS ARE INTENDED FOR GENERAL REFERENCE AND SHOULD NOT BE USED FOR MATERIAL TAKE-OFF OR EXACT MEASUREMENTS. EXACT LOCATION OF ITEMS SHOWN MAY VARY SLIGHTLY. 2. CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION, BUT INSTEAD SHALL RELY ON HIS/HER ACCURATE FIELD CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION, BUT INSTEAD SHALL RELY ON HIS/HER ACCURATE FIELD MEASUREMENTS. ANY UNEXPECTED CONDITIONS NOT SHOWN ON THESE PLANS AND NOT DISCOVERED PRIOR TO CONTRACT AWARD, WHICH REQUIRES ADDITIONAL WORK ON THE PART OF THE CONTRACTOR, WILL BE HANDLED THROUGH A CONTRACTUAL EQUITABLE ADJUSTMENT. 3. NOT ALL PERTINENT CONSTRUCTION DETAILS ARE SHOWN ON THIS PLAN. CERTAIN DETAILS MUST BE FIELD VERIFIED BY THE NOT ALL PERTINENT CONSTRUCTION DETAILS ARE SHOWN ON THIS PLAN. CERTAIN DETAILS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING WORK. 4. ALL INSTALLATIONS SHALL COMPLY WITH ALL APPLICABLE LOCAL, FEDERAL, AND STATE REGULATIONS. (TYPICAL)ALL INSTALLATIONS SHALL COMPLY WITH ALL APPLICABLE LOCAL, FEDERAL, AND STATE REGULATIONS. (TYPICAL)
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SOUTHWESTERN REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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AutoCAD SHX Text EXISTING ELECTRICAL WIRE AND CONDUIT SHALL REMAIN. MAKE CONNECTION WITH NEW PUMP WIRE AT PUMP JUNCTION BOX.
AutoCAD SHX Text EXISTING WATER LEVEL SENSING EQUIPMENT SHALL REMAIN. CONTRACTOR SHALL CERTIFY PROPER CONTROLLING OPERATION OF EXISTING WELL PUMP CONTROL SYSTEM.
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NEW SUBMERSIBLE PUMP & MOTOR AND WELL PIPING.
AutoCAD SHX Text NEW PUMP SEQUENCER SHALL BE INSTALLED ON EXISTING PUMP CONTROL PANEL. CONTRACTOR SHALL CERTIFY PROPER CONTROLLING OPERATION OF BOOSTER PUMPS IN LEAD/LAG CONFIGURATION.
REMOVE 3" FLOW METER
WELL DISCHARGE PIPE
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SOUTHWESTERN REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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WELL DISCHARGE PIPE
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EXISTING 3" WATER METER & ENCLOSURE SHALL BE REMOVED
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EXISTING SLIP-TYPE COUPLING (TO REMAIN)
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EXISTING SLIP-TYPE COUPLING (TO BE REMOVED)
AutoCAD SHX Text A SINGLE SECTION OF 3" GALVANIZED STEEL PIPE SHALL BE PLACED. PIPE SHALL CONNECT TO EXISTING THREADED TEE AND EXISTING SLIP-TYPE COUPLING
EXISTING 3" GALVANIZED STEEL PIPE (TO REMAIN)
PUMP HOUSE
PLAN
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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PUMP HOUSE IMPROVEMENTS
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SOUTHWESTERN REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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AutoCAD SHX Text NOTES: 1. WATER METER SHALL BE WATER METER SHALL BE DESIGNED FOR HORIZONTAL INSTALLATION. 2. CONTRACTOR SHALL REPLACE CONTRACTOR SHALL REPLACE SECTIONS OF GALVANIZED PIPE AS NECESSARY TO PROVIDE FOR FLANGED JOINTS AT THE NEW WATER METER. 3. BOOSTER PUMP SEQUENCER BOOSTER PUMP SEQUENCER SHALL BE RATED FOR VOLTAGE/AMPERAGE/FREQUENCY OF EXISTING BOOSTER PUMPS
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EXISTING 3" GALVANIZED STEEL TEE (THREADED) (TYP.)
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NEW 3" WATER FLOW METER (FLANGED)
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(2) EXISTING BOOSTER PUMP (TO REMAIN)
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(3) EXISTING PRESSURE TANK (TO REMAIN)
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WATER LINE TO DISTRIBUTION SYSTEM
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SUPPLY FROM STORAGE TANK
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EXISTING CONTROL PANELS (TO REMAIN)
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CONTRACTOR SHALL INSTALL VERTICAL STRUCTURAL SUPPORT FOR WATER METER
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FLOW
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FLOW
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CONTRACTOR SHALL FIT (2) 3" IN-LINE CHECK VALVE
EXISTING 3" TEE (THREADED)
PUMP HOUSE
PLUMBING DIAGRAM
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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PUMP HOUSE PLUMBING DIAGRAM
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SOUTHWESTERN REGION
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FOREST SERVICE
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AutoCAD SHX Text NOTES: 1. WATER METER SHALL BE WATER METER SHALL BE DESIGNED FOR HORIZONTAL INSTALLATION. 2. CONTRACTOR SHALL REPLACE CONTRACTOR SHALL REPLACE SECTIONS OF GALVANIZED PIPE AS NECESSARY TO PROVIDE FOR FLANGED JOINTS AT THE NEW WATER METER. 3. BOOSTER PUMP SEQUENCER BOOSTER PUMP SEQUENCER SHALL BE RATED FOR VOLTAGE/AMPERAGE/FREQUENCY OF EXISTING BOOSTER PUMPS
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SUPPLY FROM STORAGE TANK
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CONTRACTOR SHALL INSTALL VERTICAL STRUCTURAL SUPPORT FOR WATER METER
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FLOW
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CONTRACTOR SHALL FIT (2) 3" IN-LINE CHECK VALVE
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EXISTING 3" IN-LINE CHECK VALVE (TO REMAIN)
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EXISTING HYDRO-PNEUMATIC TANK (TO REMAIN) (TYP.)
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EXISTING BOOSTER PUMP PRESSURE SWITCH (TO REMAIN)
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NEW 3" WATER METER (FLANGED)
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EXISTING PRESSURE RELIEF VALVE (TO REMAIN)
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TO DISTRIBUTION SYSTEM
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EXISTING DRAIN VALVE (TO REMAIN) (TYP.)
EXISTING SHUT-OFF VALVE (TO REMAIN) (TYP.)
WELL PIPE
WELL HEAD
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TRANSIENT SURGE SUPPRESSOR
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COCONINO NATIONAL FOREST
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PINEGROVE CG-WATER WELL REHAB
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DETAILS
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A. PORRAS
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A. PORRAS
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TBD
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SOUTHWESTERN REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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VERTICAL LIFT CHECK VALVE (TYP.)
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CONTRACTOR SHALL DETERMINE DEPTH TO TOP OF SEDIMENT LAYER
AutoCAD SHX Text NOTES: 1. SET DEPTH FOR WELL SET DEPTH FOR WELL PUMP SHALL BE DETERMINED BASED ON DRAW DOWN TEST. 2. CHECK VALVES SHALL BE CHECK VALVES SHALL BE SPACED AT IRREGULAR INTERVALS. 3. WELL PIPE SPACERS WELL PIPE SPACERS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION. SPACERS SHALL BE INSTALLED AT INTERVALS OF 40 FEET OF PIPE LENGTH. 4. WELL HEAD WELL HEAD PIPING/FITTINGS SHALL BE INSPECTED FOR DETERIORATION. ALL PARTS SHOWING SIGNS OF FAILURE SHALL BE REPLACED. 5. ALL CONNECTIONS MADE ALL CONNECTIONS MADE TO WELL HEAD SHALL HAVE A WATER TIGHT SEAL. 6. WELL HEAD FLANGE PLATE WELL HEAD FLANGE PLATE SHALL HAVE A WATER TIGHT SEAL WITH THE WELL HEAD FLANGE.
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3/4" PVC SOUNDING TUBE
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CASING SPACER (ZIP-TIE STYLE) (TYP.)
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STATIC
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DRAWDOWN @ 35 GPM
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SUBMERSIBLE PUMP INLET
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SUBMERSIBLE PUMP ELECTRICAL WIRE
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EXISTING PRESSURE RELIEF VALVE (TO REMAIN)
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EXISTING "GOOSE NECK" SCREENED VENT (TO REMAIN)
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EXISTING SOUNDING TUBE WITH WATER TIGHT PLUG (TO BE REPLACED WITH LIKE KIND)
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EXISTING ELECTRICAL CONDUIT (TO REMAIN)
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TO STORAGE TANK
SCREENED PURGE LINE (TO REMAIN)
| Sheets and Views |
| COVER SHEET-TITLESHEET |
| SITE PLAN-EX. PLAN |
| SITE PLAN-SITE PLAN |
| SITE PLAN-SUPPLY LINE |
| SITE PLAN-PUMP HOUSE |
| SITE PLAN-PUMP HOUSE (2) |
| SITE PLAN-DETAILS (2) |
File details come from the government source that posted it. Updated .