Jackson_NFH_Septic_System_Replacement_Plan_Set_Stamped_.pdf
PDF 3 MB Posted
- Attached to
- WY-JACKSON NFH-SEPTIC SYSTEM Federal contract opportunity
- Solicitation number
- 140FC125R0006
About this file
This document is a detailed engineering plan set for the Jackson National Fish Hatchery Septic System Replacement project. The comprehensive plan includes site plans, profiles, and technical details for installing a new 2000-gallon, 3-compartment septic system with specific infrastructure components. Key installation requirements include: 114 linear feet of 6-inch SCH 40 PVC sewer main, 4-inch PVC sewer service lines, terminal sewer main cleanout, 4 rows of perforated laterals, a septic tank with pump and controls, RV service connections, and a reserved area for a replacement leach field. The project also involves installing a wooden post with a control panel, concrete distribution box, and associated underground piping and gravel layers. The site plan provides precise location details and elevation specifications for the new septic system infrastructure at the U.S. Fish & Wildlife Service facility.
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Other files for this federal contract opportunity
| File | Type | Posted |
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| Sol_140FC125R0006_Amd_0002.pdf | ||
| Sol_140FC125R0006_Amd_0001.pdf | ||
| GDN_WY20250017_03-14-2025_Building__Teton_County.pdf | ||
| 2024_JAC_SOW_3_Stage_Septic_Tanks_Revised.pdf | ||
| SWF2024-0054__Issued_Permit_Package_.pdf | ||
| Sol_140FC125R0006.pdf |
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Text version
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
PROJECT SITE
FISH HATCH RD
US
H
IG
HW
AY
JACKSON
NATIONAL FISH
HATCHERY
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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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ME
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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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IN
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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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DATE
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SAFETY
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CULTURAL RESOURCES
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DATE
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DATE
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JACKSON NFH
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WY
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SEPTIC SYSTEM REPLACEMENT
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COVER SHEET
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LB
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LB
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DS
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JACKSON NATIONAL FISH HATCHERY
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SEPTIC SYSTEM REPLACMENT
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LEGEND
DESIGNED
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DRAWN
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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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JACKSON NFH
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LB
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NOTES, LEGENDS, CONTACTS
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PROPOSED
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EXISTING
AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) 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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GENERAL
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SEWER FORCE MAIN
AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: LEONARD BROWN TELE: 505-463-8145 STATION: JACKSON NATIONAL FISH HATCHERY 1500 E FISH HATCHERY RD JACKSON, WY 83001 PROJECT LEADER: SEAN HENDERSON SUPERVISORY FISH BIOLOGIST TELE: 307-733-2510 CELL: 307-690-8242
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SEWER MAIN
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SEWER SERVICE LINE
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SSL
CLEAN OUT
INSTALL 114 LF OF 6
INCH SCH 40 PVC
SEWER MAIN
SEE PLAN & PROFILE
SHEET 4
INSTALL TERMINAL
SEWER MAIN CLEANOUT
INSTALL 4 ROWS OF
PERFORATED
LATERALS @ 55 FT LF
SPACED @ 6 FT
SEE SHEET 5
INSTALL 2000 GALLON
3 COMPARMENT
SEPTIC TANK, PUMP
AND CONTROLS
EXT
WELL
INSTALL SEWER
SERVICE CONNECTIONS
AND CLEANOUTS FOR
RVs
INSTALL 75 LF OF
1.75 INCH SCH 40
PVC FORCE MAIN
INSTALL 4 INCH PVC
SCH 40 SEWER SERVICE
LINES
FT
D
IS
TA
NC
E
CL
EA
RA
NC
E
FR
OM
W
EL
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INSTALL CLEANOUTS ON
ALL SERVICE LINES
INSTALL 4" TREATED POST (3' MIN BURY),
CONTROL PANEL IN WEATHER PROOF
BOX, AND CONDUIT. FINAL LOCATION
SHALL BE DETERMINED BY STATION.
INSTALL CONCRETE
D-BOX (2' x 2" x 2')
WITH SANITARY TEE
RESERVED AREA FOR
REPLACEMENT LEECH
FIELD
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DESIGNED
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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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JACKSON NFH
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LB
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SEPTIC SYSTEM SITE PLAN
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40'
1.75 INCH PVC FORCE MAIN
TO SEPTIC DRAINFIELD
SEPTIC TANK
AND PUMP CONTROLS
6 INCH SCH 40 PVC
SEWER MAIN
114 LF
Scale: 1" = 10'
SITE PLAN1
Scale: NTS
SEWER MAIN PROFILE3
4" PVC SEWER
SERVICE
CONNECTIONS
4 INCH PVC SEWER SERVICE
LINES W/ 2 WAY CLEANOUTS
Scale: NTS
END CLEANOUT DETAIL2
INSTALL WOODEN POST AND
CONTROL PANEL
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DESIGNED
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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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JACKSON NFH
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LB
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SEPTIC SYSTEM PLAN & PROFILE
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INV IN ELEV = 6249.85
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RV AREA
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SEWER MAIN END CLEANOUT
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INV OUT ELEV = 6252.12
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SLOPE = 2%
RISER
NTS
PERFORATED PIPE TRENCH LAYOUT DIAGRAM1
NTS
TRENCH DETAIL2
NTS
2000 GALLON SEPTIC TANK DETAIL3
NTS
PUMP AND SYSTEM CURVE4
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DESIGNED
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DRAWING NO.
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OF
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JACKSON NFH
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DETAILS
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AutoCAD SHX Text 4.67'
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STAINLESS STEEL CHAIN
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QUICK DISCONNECT
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INSTALL DISTRIBUTION BOX. SEE SITE PLAN.
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1.75" DIA. INLET
4 OUTLETS
| Sheets and Views |
| Cover |
| NOTES AND LEGEND.pdf |
| Sheets and Views |
| NOTES AND LEGEND |
| SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| P&P 1-50.pdf |
| Sheets and Views |
| P&P 1-50 |
| DETAILS.pdf |
| Sheets and Views |
| DETAILS |
| NOTES AND LEGEND.pdf |
| Sheets and Views |
| NOTES AND LEGEND |
| SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| P&P 1-50.pdf |
| Sheets and Views |
| P&P 1-50 |
| DETAILS.pdf |
| Sheets and Views |
| DETAILS |
| DETAILS.pdf |
| Sheets and Views |
| DETAILS |
| Cover.pdf |
| Sheets and Views |
| Cover |
| NOTES AND LEGEND.pdf |
| Sheets and Views |
| NOTES AND LEGEND |
| SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| P&P 1-50.pdf |
| Sheets and Views |
| P&P 1-50 |
| DETAILS.pdf |
| Sheets and Views |
| DETAILS |
| Cover.pdf |
| Sheets and Views |
| Cover |
| NOTES AND LEGEND.pdf |
| Sheets and Views |
| NOTES AND LEGEND |
| Cover.pdf |
| Sheets and Views |
| Cover |
| SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| P&P 1-50.pdf |
| Sheets and Views |
| P&P 1-50 |
| DETAILS.pdf |
| Sheets and Views |
| DETAILS |
| SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| 2024-07-24T15:31:48-0600 | |
| DOUGLAS SMITH |
File details come from the government source that posted it. Updated .