Updated_Drawing_Packet_0001.pdf
PDF 2 MB Posted
- Attached to
- Septic Replacement Project at Monte Vista NWR Federal contract opportunity
- Solicitation number
- 140FGA24Q0023
About this file
This document contains technical drawings and specifications for a septic system replacement project at the Monte Vista National Wildlife Refuge in Colorado. The drawings provide details on the proposed site layout, septic tank, pump tank, pipe installation, drainfield, and other miscellaneous components. Estimated quantities are provided for materials such as imported sand, fill, and topsoil. The project is being solicited by the U.S. Fish and Wildlife Service under Solicitation Number 140FGA24Q0023. The project requires replacing the existing septic system at the refuge. Key details include a 500 LF drain field, 93 LF of 4" PVC pipe, and 192 LF of 3/4" PVC pipe. The drawings also include notes on verifying utility locations, protecting site features, and construction requirements. This document provides the technical specifications for the project, but does not contain information on the solicitation schedule, pricing, or other contracting details.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140FGA24Q0023_Amd_0001.pdf | ||
| 6___Data_Entry_Form.pdf | ||
| 3__Soil_Report.pdf | ||
| 4__Wage_Rates.pdf | ||
| 5__Price_Schedule.pdf | ||
| Sol_140FGA24Q0023.pdf | ||
| 2__Drawings.pdf | ||
| 1__Statement_of_Work.pdf |
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Text version
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FISH AND WILDLIFE SERVICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGION 6 ENGINEERING - DENVER, COLORADO
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DESIGNED:
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DATE:
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DRAWN:
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DRAWING NO.
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SHEET 1 OF
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CHECKED:
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VICINITY MAP
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NO SCALE
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OR
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RI
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PA
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IN
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TH
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FISH AND WILDLIFE
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SERVICE
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U.S. FISH & WILDLIFE SERVICE
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SERVICE
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FISH AND WILDLIFE
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TH
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APPROVAL SIGNATURES
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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
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ADJUSTED ACCORDINGLY.
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%%UNOTE TO BIDDERS:%%
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REGIONAL ENGINEER
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ASS'T. REGIONAL DIR.
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DATE
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PROGRAM SUPERVISOR
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FACILITIES
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CULTURAL RESOURCES
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DATE
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DATE
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DATE
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DATE
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SAFETY
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DATE
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MONTE VISTA
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NATIONAL WIDLIFE REFUGE
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RIO GRANDE COUNTY
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COLORADO
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REPLACE SEPTIC SYSTEM
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COVER SHEET
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PROJECT LOCATION
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MW
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MW
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ED
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6R-CO-450-24-001G
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MONTE VISTA NATIONAL WIDLIFE REFUGE
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REPLACE SEPTIC SYSTEM
AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C NOTES AND LEGEND 3 - 2C EXISTING AND PROPOSED SITE LAYOUT EXISTING AND PROPOSED SITE LAYOUT
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MONTE VISTA NWR
AutoCAD SHX Text SHEET# SHEET NAME 4 - 3C SEPTIC TANK AND PUMP TANK SEPTIC TANK AND PUMP TANK 5 - 4C PIPE DETAILS PIPE DETAILS 6 - 5C DRAINFIELD DETAILS DRAINFIELD DETAILS DRAINFIELD DETAILS 7 - 6C MISC. DETAILS MISC. DETAILS
SHOP TO REPLACE SEPTIC SYSTEM
LEGEND
DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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MW
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ED
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6R-CO-450-24-001G
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NOTES AND LEGEND
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PROPOSED
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EXISTING
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GENERAL
AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: MICHAEL WANDERSEE TELE: 303-236-4479 STATION: MONTE VISTA NATIONAL WILDLIFE REFUGE 6120 CO-15 MONTE VISTA, CO PROJECT LEADER: SUZANNE BEAUCHAINE TELE: 719-589-4021
AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES ARE NOT KNOWN IN THE PROJECT LOCATION. THE CONTRACTOR SHALL VERIFY THIS THE UTILITIES ARE NOT KNOWN IN THE PROJECT LOCATION. THE CONTRACTOR SHALL VERIFY THIS INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.
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SEWER MAIN LINE
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SEWER FORCE MAIN
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SEWER SERVICE LINE
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GRAVEL
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EXISTING FILL/EARTH
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ESTIMATED QUANTITIES
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DESIGN (CYD)
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OVERAGE
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SAFETY FACTOR
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TOTAL (CDY)
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IMPORTED SAND
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IMPORTED CAP FILL
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TOP SOIL
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IMPORTED SOIL (ASSUMES NO REUSE)
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21.1
1: EXISTING SITE LAYOUT
1" = 30'
2: PROPOSED SITE LAYOUT
1" = 30'
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DESIGNED
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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MW
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ED
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6R-CO-450-24-001G
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EXISTING AND PROPOSED SITE LAYOUT
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EXISTING DRAINFIELD
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EXISTING DOUBLE CLEANOUT
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EXISTING SEPTIC TANK
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EXISTING DRAINFIELD
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LINE ALIGNMENT IS UNKNOWN
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DOUBLE CLEANOUT
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SEPTIC TANK
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100 FEET DIAMETER FROM WELL
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50 FEET DIAMETER FROM WELL
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PUMP TANK
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DISTRIBUTION BOX W/ 83LF OF PVC SCHEDULE 40
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DRAINFIELD 500LF
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93LF OF 4" SCHEDULE 40 PVC
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192LF OF 3/4" PVC SDR35
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NOTE: BLOCK OBJECTS ARE SHOWN LARGER THAN ACTUAL SIZE. THIS IS TO SHOW LOCATION.
INSTALL PIPE AROUND EXISTING SEPTIC TANK, UNLESS REMOVAL OF TANK
1: PROPOSED SEPTIC TANK
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3: LIFT STATION BASE DETAIL
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4: LIFT STATION INLET DETAIL
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2: LIFT STATION GROUND DETAIL
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DESIGNED
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DRAWING NO.
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OF
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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6R-CO-450-24-001G
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SEPTIC TANK AND PUMP TANK
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INLET WITH TEE AND EXTENSIONS
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COMPARTMENT SEPERATOR
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TOP OF SCUM LAYER
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TOP OF WATER LAYER
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TOP OF SLUDGE LAYER
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THROUGH PIPE FOR TWO COMPARTMENTS
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EFFLUENT FILTER
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FILTER EXTENSION HANDLE
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ADEQUATELY COMPACT BOTTOM AND SIDES WITH MECHANICAL PACKING
AutoCAD SHX Text CONCRETE SHALL BE WET POUR; MAY BE FORMED OR FREE POUR AS LONG AS DIMENSIONS ARE MET
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LIFT STATION CASING; SHALL ADHERE TO CONCRETE; PENETRATIONS ARE ALLOWED
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UNDISRUPTED SOIL
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PEA GRAVEL
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DISCHARGE PIPE
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4" PVC TEE
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GROMMET
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GENTLE SLOPE AWAY FROM LID
LIFT STATION
B/3 MIN.
PIPE
PIPE
1: TYPICAL TRENCH DETAIL
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2: ALTERNATE TRENCH BOTTOM PREPERATION
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3: THRUST BLOCK MINIMUM DIMENSIONS
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4: THRUST BLOCK SETTINGS
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DESIGNED
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DRAWING NO.
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OF
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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6R-CO-450-24-001G
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PIPE DETAILS
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THRUST BLOCK MINIMUM DIMENSIONS
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FITTING SIZES
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TEES & PLUGS
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90 DEG. BEND
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45 DEG. BEND & WYES
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REDUCERS & 22 1/2 DEG. BEND
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CAPPED END
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1/2 C.Y. CONCRETE MINIMUM
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UNDISTURBED EARTH
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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UNDISTURBED EARTH
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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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TOP VIEW
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TOP VIEW
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TOP VIEW
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SIDE VIEW
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HAND COMPACT IN 6" LIFTS FROM BOTTOM OF TRENCH TO 12" OVER PIPE CROWN
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CLEAN SAND OR CRUSHED ROCK
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UNDISTURBED SOIL
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BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE
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SLOPE, SHORE, AND/OR INSTALL TRENCH BOX AS REQUIRED PER OSHA
BACKFILL W/ MIN. 3" TOPSOIL
1: TYPICAL CHAMBER TRENCH DETAIL
2: CHAMBER DETAIL
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DESIGNED
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DATE
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DRAWING NO.
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OF
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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MW
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ED
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6R-CO-450-24-001G
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DRAINFIELD DETAILS
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TOP OF CHAMBER W/ GEOFABRIC INSTALLED
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INCOMING PIPE
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EXISTING NON-SEWAGE CONTAMINATED SOIL OR IMPORTED SAND
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EXISTING SOIL
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PLACE SEED AND STRAW ON TOP FOR EROSION PROTECTION
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SLOPE SHALL BE MAX 3:1 AND MATCH EXISTING SURFACE
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ESTIMATED HIGH GROUNDWATER MARK
AutoCAD SHX Text IMPORTED SOIL BETWEEN LEGS WILL NOT REACH EXISTING SURFACE; ENSURE STANDING WATER DOES NOT OCCUR BETWEEN THE LEGS
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EXISTING SURFACE
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MAX 3:1 SLOPE
SEE OTHER DETAIL FOR CONSTRUCTION METHOD
1: CURB AND GUTTER REPAIR DETAIL
2: SIDEWALK REPAIR DETAIL
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3: GRAVEL ROAD REPAIR DETAIL
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4: DOUBLE SEWER SERVICE CLEANOUT DETAIL
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5: CLEANOUT PLAN VIEW DETAIL
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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MONTE VISTA NWR
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REPLACE SEPTIC SYSTEM
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MW
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MW
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ED
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6R-CO-450-24-001G
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MISC. DETAILS
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EXISTING GRAVEL
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EXISTING GRAVEL
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TRENCH WALL
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COMPACTED BACKFILL
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EXPANSION/CONTRACTION JOINT FILLER
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MAX. 3/8" RADIUS
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SLOPE AWAY FROM ROAD; MATCH EXISTING SLOPE
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MAX 3/8" RADIUS
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MAX 3/8" RADIUS
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COMPACTED BACKFILL
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COMPACTED BACKFILL
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COMPACTED GRAVEL TO EXISTING THICKNESS
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COMPACTED GRAVEL, 4" MIN. THICKNESS
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LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH
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LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH
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4" POLYPROPYLENE FLUSH PLUG WITH RECESSED SLOT
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4" PVC SCH. 40 FEMALE ADAPTER
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FINAL GROUND SURFACE
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4" PVC SEWER SERVICE
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4" PVC SCH. 40 DWV PIPE
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4" PVC SCH. 40 DWV 45 DEGREES
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4" PVC SCH. 40 DWV 40 DEGREES
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4" PVC SCH. 40 DWV LONGSWEEP 40 DEGREES
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NOTE: THE 4" PVC SEWER SERVICE SHALL BE SCHEDULE 40 DWV PIPE
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PVC SCHEDULE 40 DWV PIPE
4" POLYPROPYLENE PLUG WITH RECESSED SLOT
| Sheets and Views |
| 09 Drawings 24-001G Monte Vista Septic-Cover |
| 09 Drawings 24-001G Monte Vista Septic-NOTES AND LEGEND |
| 09 Drawings 24-001G Monte Vista Septic-SITE LAYOUT |
| 09 Drawings 24-001G Monte Vista Septic-SEPTIC TANK |
| 09 Drawings 24-001G Monte Vista Septic-PIPE INSTALL |
| 09 Drawings 24-001G Monte Vista Septic-CHAMBER |
| 09 Drawings 24-001G Monte Vista Septic-MISC DETAIL |
File details come from the government source that posted it. Updated .