J.3 Drawings (12 Pages).pdf
PDF 16 MB Posted
- Attached to
- Wildcat Burned Fence BAR Federal contract opportunity
- Solicitation number
- 1240LT24R0035
- Issued by
- Department of Agriculture Forest Service
About this file
The document provided is a set of 12 pages of drawings related to the Wildcat Burned Fence BAR project, a pre-solicitation notice issued by the USDA - Forest Service, Humboldt-Toiyabe National Forest. The project involves replacing wildfire-impacted barbed wire fence lines damaged by the 2022 Wildcat Fire in the Ruby Mountains, Mountain City, Jarbidge Ranger District, located approximately 2 hours and 18 minutes from Wells, Nevada. The anticipated full solicitation will be issued by May 1st, 2024 and will be advertised for 30 days. The magnitude of construction is estimated to be between $250,000 and $500,000.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| J.2 Statement of Work (3 Pages).pdf | ||
| J.3 Signed Plans (6 Pages).pdf | ||
| J.2 Statement of Work (54 Pages).pdf |
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SHEET OF
United States Department of Agriculture
Forest Service
FORT VALLEY UTILITY REPAIRS
/12
/23
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ARIZONA
COCONINO COUNTY
(R22) ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY EXPERIEMENTAL FOREST
INDEX OF SHEETS
SHEET SHEET TITLE DATE
TRAVEL DIRECTIONS:
FROM FLAGSTAFF, AZ: HEAD WEST ON US-180 W THEN TURN LEFT ONTO FOREST SERVICE RD 164A.
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COVER SHEET
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EXISTING SITE PLAN
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PROPOSED LAYOUT 1
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DETAILS 1
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DETAILS 2
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OPTIONAL ITEM: NEW WELL
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TUCSON
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PHOENIX
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MESA
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YUMA
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CASA
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GRANDE
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NOGALES
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GLOBE
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FLAGSTAFF
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PAGE
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BLYTHE
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KINGMAN
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GRAND
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CANYON
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SHOWLOW
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PAYSON
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ROOSEVELT
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SAFFORD
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HOLBROOK
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TUBA CITY
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CHINLE
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STATE VICINITY MAP
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WILLIAMS
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COTTONWOOD
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SEDONA
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CAMP
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CLINT'S WELL
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VERDE
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FT. VALLEY EXPERIMENTAL STATION
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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OFSHEET
United States Department of Agriculture Forest Service
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ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
EXISTING SITE PLAN
07/19/2023
A. WURSTER
A. WURSTER
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Feet
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WELL HOUSE
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PUMP HOUSE
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10,000 GAL WATER STORAGE TANK
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STORAGE
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BLDG 22
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BLDG 6
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BLDG 20 (PUBLIC RESTROOM)
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BLDG 14
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NG MASTER METER
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SHOP 2
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SHOP 1
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UNISOURCE PROVIDED NG SERVICE
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FROM SPRING
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FIRE HOSE STORAGE
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ABANDONED CESS POOL
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1,000 GAL WASTEWATER VAULT
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ABANDONED WATERLINES FROM VAULT TO SPRING/WELL
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WEATHER STATION
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NEW NG SERVICE FROM BADER ROAD (TO BE INSTALLED BY UNISOURCE)
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LEGEND:
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OVERHEAD UTILITY
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BURIED ELECTRICAL
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NATURAL GAS
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WATER
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SANITARY SEWER
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BURIED COMMUNICATIONS
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CESSPOOL/SEPTIC TANK
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HB
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HOSE BIBB/EXTERIOR HYDRANT
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WATER VALVE
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EXISTING
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WATER
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NATURAL GAS
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WATER VALVE
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ARV
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REDUCER FITTING
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EXTERIOR HYDRANT
NOTES: 1. CONTRACTOR SHALL REMOVE AND REPLACE THE WATER AND GAS CONTRACTOR SHALL REMOVE AND REPLACE THE WATER AND GAS DISTRIBUTION SYSTEMS. CONNECT THE NEW WATER SYSTEM TO EACH FACILITY WITHIN 5 FEET OF THE FACILITY ENVELOPE USING COMPATIBLE FITTINGS. THE GAS SYSTEM WILL BE CONNECTED WITH (CONTRACTOR PROVIDED) METERS AT EACH FACILITY. 2. REPLACEMENT GAS DISTRIBUTION NETWORK SHALL BE OWNED AND REPLACEMENT GAS DISTRIBUTION NETWORK SHALL BE OWNED AND OPERATED BY THE UTILITY COMPANY. CONTRACTOR SHALL SUBCONTRACT WITH THE UTILITY COMPANY FOR ITS INSTALLATION. 3. DRAWINGS SHOWN ARE SCHEMATIC IN NATURE. CONTRACTOR SHALL DRAWINGS SHOWN ARE SCHEMATIC IN NATURE. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO BIDDING. 4. EXISTING UNDERGROUND UTILITIES SHOWN ARE FROM THE BEST EXISTING UNDERGROUND UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS APPROXIMATE AND MAY BE INCOMPLETE. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CONTACT ARIZONA 811 FOR A UTILITY LOCATE. 5. CONTRACTOR SHALL HAND DIG WITHIN 18 INCHES OF KNOWN UTILITY CONTRACTOR SHALL HAND DIG WITHIN 18 INCHES OF KNOWN UTILITY CROSSINGS. 6. IF A UTILITY IS DAMAGED, THE CONTRACTOR VERIFY IF THE UTILITY IF A UTILITY IS DAMAGED, THE CONTRACTOR VERIFY IF THE UTILITY IS ACTIVE THEN SHALL NOTIFY THE CO, THE COR, AND THE UTILITY OWNER IF APPLICABLE. THE CONTRACTOR SHALL REPAIR DAMAGES AT NO ADDITIONAL COST TO THE GOVERNMENT. 7. EXISTING ELECTRICAL LINES ARE 18 TO 36 INCHES BELOW GRADE. EXISTING ELECTRICAL LINES ARE 18 TO 36 INCHES BELOW GRADE. EXISTING SEPTIC LINES ARE 24 TO 36 INCHES BELOW GRADE. 8. CONTRACTOR SHALL MODIFY PROPOSED UTILITY ROUTES TO AVOID CONTRACTOR SHALL MODIFY PROPOSED UTILITY ROUTES TO AVOID CRITICAL ROOT ZONES OF TREES TO THE MAXIMUM EXTENT FEASIBLE. 9. COORDINATE UTILITY SHUTOFFS WITH THE CO AND COR. PROVIDE AT COORDINATE UTILITY SHUTOFFS WITH THE CO AND COR. PROVIDE AT LEAST 5 BUSINESS DAYS NOTICE PRIOR TO SHUTOFFS. 10. EXISTING WATER AND GAS LINES MAY BE ABANDONED IN PLACE. EXISTING WATER AND GAS LINES MAY BE ABANDONED IN PLACE. CONTRACTOR SHALL DEMOLISH ALL ABANDONED VAULTS, VALVES, AND FIXTURES ABOVE GRADE.
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
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FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
PROPOSED LAYOUT 1
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
3 12
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STORAGE
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FIRE HOSE STORAGE
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ABANDONED UTILITY
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ABANDONED UTILITY
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ABANDONED UTILITY
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ABANDONED UTILITY
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WATER VAULT TO BE REMOVED
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NEW 2" 45° BEND
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NEW 2" X 2" TEE
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NEW " 22.5 BEND34" 22.5° BEND
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NEW " 11.25 BEND34" 11.25° BEND
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NEW " 45 BEND34" 45° BEND
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NEW " 90 BEND34" 90° BEND
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NEW 2" GATE VALVES
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RUN NEW WATER SERVICE TO EXISTING CURB STOP. DEMOLISH EXISTING CURB STOP.
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SANITARY CROSSING
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ROAD CROSSING: SEE DETAIL SHEET 10
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NEW 2" 11.25° BEND
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NEW 2" X 2" TEE
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NEW 1 " X " 14" X " 34" TEE
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NEW 2" X " REDUCER34" REDUCER
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NEW 2" X 1 " REDUCER14" REDUCER
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WEATHER STATION
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PROJECT NAME
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DATENO.
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United States Department of Agriculture Forest Service
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(R22)
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FORT VALLEY
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PROPOSED LAYOUT 2
07/19/2023
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1,000 GAL WASTEWATER VAULT
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ABANDONED IN PLACE
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ABANDONED IN PLACE
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CONNECT NEW WATERLINE TO EXISTING SERVICE WITHIN 2' OF THE FACILITY ENVELOPE.
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CONNECT NEW WATERLINE TO EXISTING SERVICE WITHIN 2' OF THE FACILITY ENVELOPE.
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NEW " 45 BENDS34" 45° BENDS
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ROAD CROSSING: SEE DETAIL SHEET 11
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NEW 2" GATE VALVES
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NEW 2" X " REDUCER34" REDUCER
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DEMOLISH EXISTING VALVE RISER ABOVE GRADE
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DEMOLISH EXISTING HOSE BIB ABOVE GRADE
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NEW 2" X " TEE WITH " 34" TEE WITH " 34" CURB STOP AND FROST-FREE YARD HYDRANT
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United States Department of Agriculture Forest Service
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
PROPOSED LAYOUT 3
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
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NEW 2" X " REDUCER34" REDUCER
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NEW " 45 BEND34" 45° BEND
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RUN NEW WATER SERVICE TO EXISTING CURB STOP. DEMOLISH EXISTING CURB STOP.
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RUN NEW WATER SERVICE TO EXISTING CURB STOP. DEMOLISH EXISTING CURB STOP.
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ROAD CROSSING SEE DETAIL SHEET 10
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ROAD CROSSING
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NEW AIR RELIEF VALVE
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DEMOLISH EXISTING GAS STUB ABOVE GRADE.
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DEMOLISH EXISTING HOSE BIB AND STOP VALVE ABOVE GRADE.
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PROJECT NAME
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United States Department of Agriculture Forest Service
/12
/23
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ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
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EXPERIMENTAL FOREST
PROPOSED LAYOUT 4
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
6 12
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NEW 2" X 2" TEE
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NEW 2" 45° BEND
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NEW 2" 45° BEND
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CONNECT SERVICE TO EXISTING BACKFLOW PREVENTOR.
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NEW 2" X 2" TEE
AutoCAD SHX Text CONNECT TO EXISTING " PVC SERVICE LINE 34" PVC SERVICE LINE UNDERGROUND WITH COMPATIBLE FITTING.
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GRAVEL SIDEWALK CROSSING: RESTORE TO EXISTING SURFACE CONDITION
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ROAD CROSSING
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ROAD CROSSING: SEE DETAIL SHEET 11
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WV
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NEW 2" X " REDUCER34" REDUCER
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NEW 2" GATE VALVE
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NEW 2" X " REDUCER34" REDUCER
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NEW 2" GATE VALVE. INSTALL IN TRAFFIC-RATED CONCRETE BOX
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NEW 2" GATE VALVE
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NEW 2" X 2" TEE
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NEW NG SERVICE FROM BADER ROAD (TO BE INSTALLED BY UNISOURCE)
AutoCAD SHX Text EXISTING WATER DISTRIBUTION VAULT: DEMOLISH ABOVE GRADE, DISCONNECT ELECTRICAL, AND FILL IN WITH NATIVE SOIL.
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
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ARCHIVE NO.
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REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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/23
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ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
PROPOSED LAYOUT 5
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
7 12
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NG MASTER METER
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UNISOURCE PROVIDED NG SERVICE
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/12
/23
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
PROPOSED LAYOUT 6
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
8 12
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NEW 2" 22.5° BEND
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NEW 2" 22.5° BEND
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NEW 2" 90° BEND
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NEW 1 " GATE 12" GATE VALVES
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NEW 1 " X 1 " TEE12" X 1 " TEE12" TEE
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NEW 1 " X 1" REDUCER12" X 1" REDUCER
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NEW 1 " 22.5 BEND12" 22.5° BEND
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ROAD CROSSING
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SERVICE TO BE RUN INSIDE FACILITY.
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NEW 1" 22.5° BEND
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NEW 1" 45° BEND
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CONNECT NEW WATERLINE TO EXISTING SERVICE WITHIN 2' OF THE FACILITY ENVELOPE.
AutoCAD SHX Text EXISTING WATER DISTRIBUTION VAULT: DEMOLISH ABOVE GRADE AND FILL IN WITH NATIVE SOIL.
AutoCAD SHX Text EXISTING GAS DISTRIBUTION VAULT: DEMOLISH ABOVE GRADE AND FILL IN WITH NATIVE SOIL.
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PUMP HOUSE
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10,000 GAL WATER STORAGE TANK
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SHOP 2
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SHOP 1
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
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ARCHIVE NO.
DATE
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REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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/23
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
PROPOSED LAYOUT 7
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
9 12
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NEW 1 " 45 BEND12" 45° BEND
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ROAD CROSSING
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NEW 1 " 12" FROST-FREE YARD HYDRANT
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/12
/23
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
DETAILS 1
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
10 12
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AutoCAD SHX Text LEAD-FREE BRASS BODIED GATE OR STOP VALVE W/ SQUARE OPERATING NUT FPTxFPT
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TYPICAL TRENCH: UNIMPROVED AREA
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6" TOPSOIL MIN.
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RESEED DISTURBED AREA
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TYPICAL TRENCH: ROAD CROSSING
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PE WATER PIPE AND TRACER WIRE
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PE GAS PIPE AND TRACER WIRE (TO BE INSTALLED BY UNISOURCE)
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MOUND BACKFILL 1" ABOVE EXISTING GRADE
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PE WATER PIPE AND TRACER WIRE
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TRACER WIRE DETAIL
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TYPICAL TRENCH: SIDEWALK CROSSING
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4" THICK, 4,000 PSI CONCRETE (BROOM FINISH) ATOP 2" THICK 34" CRUSHED GRAVEL
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PE WATER PIPE AND TRACER WIRE
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PE GAS PIPE AND TRACER WIRE (TO BE INSTALLED BY UNISOURCE)
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GATE/STOP VALVE DETAIL
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HDPE
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VALVE BOX
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C.I. LID WITH BOLTLID WITH BOLT
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HDPE
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36" DEPTH
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FINISHED GRADE
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ANSI/SCTE TIER 8 RATED VALVE BOX
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BRICK SUPPORT (TYP.)
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34" CRUSHED ROCK- 3" DEPTH
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FILTER FABRIC
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BRICK SUPPORT (TYP.)
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PVC ACCESS SLEEVE - NOTCH TO ALLOW SLEEVE TO REST ON BRICK
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2" PE PIPE
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2" X 2" TEE
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PE X CAST IRON UNION
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12" PVC AIR OUTLET. GOOSENECK INTO BOX AND PLACE INSECT SCREEN AT OUTLET
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VAL-MATIC VMC-38 AIR RELEASE VALVE OR APPROVED EQUAL
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DETECTABLE BURIED WARNING TAPE (MAX 18" BELOW GRADE)
DETECTABLE BURIED WARNING TAPE (MAX 18" BELOW GRADE)
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/12
/23
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
DETAILS 2
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
11 12
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FROST FREE HYDRANT WITH BACKFLOW PREVENTOR DETAIL
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DIVERTER ASSEMBLY
AutoCAD SHX Text NOTES: 1. USE WOODFORD BACKFLOW PROTECTED USE WOODFORD BACKFLOW PROTECTED AUTOMATIC DRAINING FREEZELESS SANITARY YARD HYDRANT. SPECIFY MODEL TO APPROPRIATE LINE SIZE AS INDICATED ON THE DRAWINGS.
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49 " OVERALL BURY DEPTH14" OVERALL BURY DEPTH
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36" BURY DEPTH
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13 " RESERVOIR 14" RESERVOIR DEPTH
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SANITARY SEWER CROSSING ENCASEMENT DETAILS
AutoCAD SHX Text NOTES: 1. WHEN A CROSSING OCCURS WITHIN 18" OF ACTIVE SANITARY SEWER LINES, CONTRACTOR SHALL WHEN A CROSSING OCCURS WITHIN 18" OF ACTIVE SANITARY SEWER LINES, CONTRACTOR SHALL ENCASE WATER AND GAS LINES WITH A STEEL PIPE 10LF TO EITHER SIDE OF THE CROSSING. 2. IF THE CROSSING IS DIRECTLY IMPEDED BY THE EXISTING SEWER LINE, CONTRACTOR SHALL LOWER IF THE CROSSING IS DIRECTLY IMPEDED BY THE EXISTING SEWER LINE, CONTRACTOR SHALL LOWER LINES AND INSTALL AN AIR RELEASE VALVE AT ANY HIGHPOINT IN THE LINES.
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BELL OF PIPE
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STEEL CASING PIPE
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CARRIER PIPE
STAINLESS STEEL WITH POLYIMER CASING CHOCKS: INSTALL 3 AT EACH END OF CASEING PIPE
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/12
/23
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(R22)
ROCKY MOUNTAIN RESEARCH STATION
FORT VALLEY
UTILITY REPAIRS
FORT VALLEY
EXPERIMENTAL FOREST
OPTIONAL ITEM: NEW
WELL
07/19/2023
A. WURSTER
A. WURSTER
D. MATHEWS
12 12
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VENTED SANITARY WELL CAP
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JUNCTION BOX
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1" RGC CONDUIT
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PUMP INTAKE 250 FEET±
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WELL DEPTH 250 - 400 FEET
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FROST LINE -3 FEET (MIN)
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PERFORATED CASING 200 FEET±
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CHECK VALVE
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SUBMERSIBLE PUMP - SIZED BY CONTRACTOR
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MINIMUM 6" STEEL INNER CASING.
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MIN
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PITLESS ADAPTER
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G.S.P. TO PVC CONNECTOR
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2'-0" FROM TOP OF WELL CASING TO CONCRETE SLAB
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WATER STOP
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GROUND SURFACE
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ELECTRICAL CABLE. LEAVE ENOUGH SLACK TO ADJUST PUMP TO FULL DEPTH OF WELL
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NEW GALVANIZED STEEL PIPE WITH CAP
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1" PVC DROP PIPE
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TO EXISTING PUMPHOUSE
AutoCAD SHX Text TO EXISTING PUMPHOUSE CONTROL PANEL. CONTRACTOR MAY USE EXISTING ELECTRICAL SERVICE LINES IF SIZED APPROPRIATELY.
AutoCAD SHX Text 5'-0" x 5'-0" x 5" THICK CONCRETE SLAB. SLOPE TO DRAIN AWAY FROM CASING
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CASING GROUT. SEE SPECIFICATIONS.
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STEEL SURFACE CASING (MINIMUM 20' LONG) 8"
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MINIMUM 4'-0" GROUT OVERLAP IF CASING IS NOT A CONSTANT DIAMETER.
AutoCAD SHX Text MINIMUM 10'-0" SURFACE CASING AND INNER CASING OVERLAP IF CASING DIAMETER IS NOT A CONSTANT DIAMTER
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AutoCAD SHX Text
WELL HEAD DETAILS
NOTES: 1. CONTRACTOR SHALL INSTALL A NEW WELL IAW ARIZONA DEPARTMENT OF WATER RESOURCES CONTRACTOR SHALL INSTALL A NEW WELL IAW ARIZONA DEPARTMENT OF WATER RESOURCES (ADWR) STANDARDS. 2. NEW WELL SHALL OUTPUT 5-7 GPM YEAR ROUND. IT IS ESTIMATED THAT IT SHALL NEED TO BE NEW WELL SHALL OUTPUT 5-7 GPM YEAR ROUND. IT IS ESTIMATED THAT IT SHALL NEED TO BE 250 - 400 FEET DEEP. 3. WELL DILLER SHALL BE LICENCED WITH ADWR AND SHALL FILE ALL PERMITS REQUIRED. WELL DILLER SHALL BE LICENCED WITH ADWR AND SHALL FILE ALL PERMITS REQUIRED. 4. FINAL LOCATION, DEPTH, AND PERFORATION CASING DEPTH SHALL BE DETERMINED BY THE FINAL LOCATION, DEPTH, AND PERFORATION CASING DEPTH SHALL BE DETERMINED BY THE WELL-DRILLER BASED OFF OF TEST HOLES. 5. THE NEW WELL SHALL BE TIED INTO THE EXISTING PUMPHOUSE USING THE EXISTING BURIED 2" THE NEW WELL SHALL BE TIED INTO THE EXISTING PUMPHOUSE USING THE EXISTING BURIED 2" PVC. 6. WELL PUMP CONTROLS SHALL BE TIED INTO THE EXISTING WELL CONTROL PANEL IN THE WELL PUMP CONTROLS SHALL BE TIED INTO THE EXISTING WELL CONTROL PANEL IN THE PUMPHOUSE. 7. CONTRACTOR SHALL INCLUDE ABANDONMENT OF THE EXISTING WELL IAW ADWR REGULATIONS.CONTRACTOR SHALL INCLUDE ABANDONMENT OF THE EXISTING WELL IAW ADWR REGULATIONS.
| FVEF Utility Repairs-Cover |
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| Cover |
| FVEF Utility Repairs-EXISTING SITE |
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| EXISTING SITE |
| FVEF Utility Repairs-Proposed 1 |
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| Proposed 1 |
| FVEF Utility Repairs-Proposed 2 |
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| Proposed 2 |
| FVEF Utility Repairs-Proposed 3 |
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| Proposed 3 |
| FVEF Utility Repairs-Proposed 4 |
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| Proposed 4 |
| FVEF Utility Repairs-Proposed 5 |
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| Proposed 5 |
| FVEF Utility Repairs-Proposed 6 |
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| Proposed 6 |
| FVEF Utility Repairs-Proposed 7 |
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| Proposed 7 |
| FVEF Utilities Details-UTILITY DETAILS 1 |
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| UTILITY DETAILS 1 |
| FVEF Utilities Details-UTILITY DETAILS 2 |
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| UTILITY DETAILS 2 |
| FVEF Utilities Details-WELL |
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| WELL |
File details come from the government source that posted it. Updated .