10-6-DA27007-24437520 Residence Property Preparation Utilities.pdf
PDF 10 MB Posted
- Attached to
- DFCM Construction - VBS Design Build - DNR/DWR - Logan Fish Hatchery Residence - 24437520
- Solicitation number
- DA27007
- Issued by
- Utah
About this file
This is a Residence Property Preparation Utilities document for the State of Utah Division of Facilities Construction and Management (DFCM) Logan Fish Hatchery Residence Design-Build project. The project entails construction of a single-story, 2,000 square foot rambler on the Logan Fish Hatchery property with a maximum design-build budget of $500,000.00. The Design-Build team is typically comprised of a General Contractor supported by subcontractors and a design firm with supporting consultants; however, the project structure may vary from this standard configuration. The document addresses utilities preparation requirements necessary to support the residential construction at the hatchery facility.
The utilities preparation specifications establish the baseline infrastructure and service requirements that must be in place prior to and during construction of the residence. These preparations ensure that adequate water, sewer, electrical, gas, and other utility systems are available to support the new 2,000 square foot residential structure within the existing Logan Fish Hatchery campus environment. The utilities work must be coordinated with the overall design-build process to meet the project budget constraints and functional requirements of a low-maintenance residential facility.
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Text version
x x x x x x
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
CARETAKER RESIDENCE BUILDING
LOGAN HATCHERY IMPROVEMENT PROJECT
C-101
PAGE NO:DATE:
QA
NO. REVISIONS
DESIGNED
DRAWN
DATEBY
SHEET NO:
PROJECT NO:
This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc. and shall not be copied without the written authorization of Forsgren Associates Inc.
AT 24"x36" SIZE
LINE IS 2-INCHES
ATTENTION
APPROVED
9 5 W E S T 1 0 0 S O U T H , S T E . 1 1 5 , L O G A N , U T 8 4 3 2 1
PH: 435.227.0333 FAX: 435.227.0334
IF NOT 2-INCHES,
SCALE DRAWING ACCORDINGLY
14-24-0189
PUBLISHED
1465 WEST 200 NORTH
LOGAN, UTAH 84321
LOGAN FISH HATCHERY
UTAH DIVISION OF WILDLIFE RESOURCES
DFCM CODE COMPLIANCE OFFICER
0 15' 30'
SCALE: 1" = 15'
7.5'
N
02-25-2025
EXISTING TREE TO BE
REMOVED
EXISTING TREE TO BE
REMOVED
EXISTING TREE STUMP TO
BE REMOVED
EXISTING TREE TO BE
REMOVED EXISTING TREE TO BE
REMOVED
EXISTING SHED TO BE
RELOCATED. COORDINATE
W/ OWNER
EXISTING DOG ENCLOSURE
FENCING TO BE TO BE
REALIGNED BY OWNER
EXISTING STORMWATER
MANHOLE TO BE REMOVED
REMOVE LOOSE ROCK IN EXISTING
DETENTION BASIN. EXCAVATE TO
SUITABLE SUB-GRADE. FILL W/
COMPACTED STRUCTURAL FILL
EXISTING CONCRETE
DRIVE TO BE REMOVED
EXISTING GARBAGE BIN
AND BASKETBALL HOOP
TO BE RELOCATED
YARD HYDRANT AND FILL STATION TO
BE REMOVED, CONSULT OWNER FOR
SALVAGE OF EQUIPMENT OR DISPOSE
OF AS DIRECTED
WWAB PROJECT UNDER
CONSTRUCTION
DEMOLITION NOTES:
1. CLEAR AND GRUB TO REMOVE VEGETATION AND
TOPSOIL TO SUITABLE SUB-GRADE SOIL UNDER
BUILDING FOOTPRINT AND UNDER SITE CONCRETE.
EXTEND MIN. 1' BEYOND FOOTINGS OR CONCRETE.
PROVIDE COMPACTED STRUCTURAL FILL AS REQUIRED
TO MATCH SUB-GRADE ELEVATION. COMPACT IN 6"
LIFTS TO 95% MODIFIED PROCTOR DENSITY.
2. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED
BY CONTRACTOR AND APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO REMOVAL OF THE TREES.
DEMOLITION PLAN
REMOVE AND REPLACE FENCE
AS REQUIRED FOR SEWER
CONSTRUCTION
SAWCUT AND REMOVE
ASPHALT FOR SEWER
SYSTEM INSTALLATION
EXISTING TREE TO BE
REMOVED
2/25/25
CONTRACTOR
SHALL REMOVE
DIVISION OF FACILITIES
CONSTRUCTION AND
MANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
THOMAS PETERSON
05/19/2025 x x x
NEW 48" DIA. SSMH LIFT STATION
STA=10+95.69
RIM=4443.78
FL IN=4438.70 (NE)
FL IN=4436.46 (NW)
FL OUT=4438.79 (S)
0 L
F - 4 " P
VC @
S=2.0
0%
EXIST. SSMH
STA=13+97.05
RIM=4444.00
FL IN=4437.75 (N)
305 LF - 8" PVC @ S=0.34%S
CO
13+97
10+00
11+00 12+00
13+00
CO
CO
CO
W as he r
D ry er
UP
CO
S
CO
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
100 LF - 4" PVC @ S=2.00%
305 LF - 8" PVC @ S=0.34%
NEW 4"CLEANOUT
STA=10+00.00
RIM=4443.10
FL OUT=4438.37 (SE)
NEW 48" DIA. SSMH LIFT STATION
STA=10+95.69
RIM=4443.78
FL IN=4438.70 (NE)
FL IN=4436.46 (NW)
FL OUT=4438.79 (S)
EXIST. SSMH
STA=13+97.05
RIM=4444.00
FL IN=4437.75 (N)
C-103GENERAL PROJECT CONSTRUCTION
SANITARY SEWER P&P & UTILITY PLAN
PAGE NO:DATE:
QA
NO. REVISIONS
DESIGNED
DRAWN
DATEBY
SHEET NO:
PROJECT NO:
This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc. and shall not be copied without the written authorization of Forsgren Associates Inc.
AT 24"x36" SIZE
LINE IS 2-INCHES
ATTENTION
APPROVED
9 5 W E S T 1 0 0 S O U T H , S T E . 1 1 5 , L O G A N , U T 8 4 3 2 1
PH: 435.227.0333 FAX: 435.227.0334
IF NOT 2-INCHES,
SCALE DRAWING ACCORDINGLY
14-24-0189
PUBLISHED
1465 WEST 200 NORTH
LOGAN, UTAH 84321
LOGAN FISH HATCHERY
UTAH DIVISION OF WILDLIFE RESOURCES
DFCM CODE COMPLIANCE OFFICER
0 20' 40'
SCALE: 1" = 20'
10'
SCALE
VERTICAL 1" = 2'
HORIZONTAL 1" = 20'
NOTE: CONTRACTOR
TO VERIFY UTILITY
CROSSINGS IN FIELD
NEW CARETAKER
RESIDENCE SEWER
LATERAL CONNECTION
EXISTING RESIDENCE SEWER
LATERAL CONNECTION
2" WATERLINE
CROSSING
GAS LINE
CROSSING
GAS LINE
CROSSING
GAS LINE
CROSSING
SEWER LINE
CROSSING
8" WATERLINE
CROSSINGS
EXISTING SURFACE
EXISTING RESIDENCE SEWER LATERAL
SEWER LATERAL 70 LF - 4" PVC @ S=2.0% MIN.
EXISTING UTILITY LINE TO BE ABANDONED IN PLACE
RV PAD SEWER INV=4441.27
PER U.D.O.T. PLANS
SEWER INV = 4437.65±
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
EXISTING 4" CLEANOUT
EXISTING RAS BUILDING
SEWER LATERAL
CONNECTION
EXISTING RAS BUILDING SEWER LATERAL
CARETAKER RESIDENCE BUILDING
LOGAN HATCHERY IMPROVEMENT PROJECT
SUMP INV=4435.00
(SEE SHEET C-104)
CONTRACTOR TO VERIFY DEPTH AND LOCATION
OF EXISTING LATERAL AND CONNECT TO NEW
SEWER CLEANOUT. PLUG EXISTING SERVICE
DOWNSTREAM OF CONNECTION
N
SANITARY LOCATION
COORDINATE W/ UTILITY PURVEYOR AND INSTALL GAS
SERVICE
APPROXIMATE ELECTRICAL SERVICE
(SEE ELECTRICAL PLAN)
LIFT STATION CONTROL PANEL - PROVIDE
CONDUIT AND POWER FROM HOUSE PANEL
AND TO LIFT STATION
2" POLYETHYLENE SERVICE TUBING
CONNECT TO BUILDING PLUMBING
NOTE:
ALL METAL FITTINGS SHALL
BE GREASED AND WRAPPED
IN 15 MIL PLASTIC.
WATER SERVICE CONNECTION FROM EXISTING LINE
CONTRACTOR TO VERIFY DEPTH, SIZE AND LOCATION
OF EXISTING LINE PRIOR TO CONNECTION
EXISTING BOLLARD
EXISTING ELECTRICAL CABINET
PROVIDE CONDUIT FROM LIFT STATION TO CONTROL
PANEL AND CONNECT POWER, ALARMS, TO PROVIDE
FULL FUNCTIONALITY FOR THE LIFT STATION
CONNECT TO EXIST. SSMH
STUB-OUT PER U.D.O.T. PLANS.
CONTRACTOR TO VERIFY IN FIELD
02-25-2025
EXISTING POTABLE WATER SPIGOT
EXISTING WATER METER. SERVICE LINE ALIGNMENT
UNKNOWN. SERVICE TO EXISTING CARETAKER
RESIDENCE
CONNECTION TO EXISTING GAS LINE
COORDINATE W/ UTILITY PURVEYOR
RV PAD SEWER LATERAL 62 LF - 4" PVC @ S=2.0% MIN.
EXISTING WATER METER. SERVICE LINE ALIGNMENT
UNKNOWN. SERVICE TO EXISTING BUNK HOUSE,
ADMIN. BUILDING, AND RAS BUILDING TO REMAIN.
TRUCK DISINFECTION/FILL STATION SERVICE TO BE
DEMOLISHED W/ EXISTING WATER SERVICE TO BE
CONNECTED TO NEW CARETAKER RESIDENCE.
APPROXIMATE WATER LINE TO EXISTING SPIGOT.
REMOVE OR ABANDON IN PLACE (PUMP FULL W/
GROUT)
EXISTING SANITARY SEWER MANHOLE TO REMAIN
NEW 4" CLEANOUT
RV PAD SEWER LATERAL
CONECTION
RV PAD SEWER LATERAL 70 LF - 4" PVC @ S=2.0% MIN.
SHEET KEY NOTES:
CONTRACTOR TO VERIFY DEPTH AND LOCATION OF
EXISTING LATERAL AND CONNECT TO NEW SEWER
LINE. PATCH AND REPAIR PAVEMENT AND PLUG
EXISTING SERVICE DOWNSTREAM OF CONNECTION
CONNECT TO EXIST. SSMH STUB-OUT PER U.D.O.T.
PLANS. CONTRACTOR TO VERIFY IN FIELD
SUMP INV=4435.00
(SEE SHEET C-104)
2 3
2/25/25
DIVISION OF FACILITIES
CONSTRUCTION AND
MANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
PAGE NO:DATE:
QA
NO. REVISIONS
DESIGNED
DRAWN
DATEBY
SHEET NO:
PROJECT NO:
This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc. and shall not be copied without the written authorization of Forsgren Associates Inc.
AT 24"x36" SIZE
LINE IS 2-INCHES
ATTENTION
APPROVED
9 5 W E S T 1 0 0 S O U T H , S T E . 1 1 5 , L O G A N , U T 8 4 3 2 1
PH: 435.227.0333 FAX: 435.227.0334
IF NOT 2-INCHES,
SCALE DRAWING ACCORDINGLY
14-24-0189
PUBLISHED
1465 WEST 200 NORTH
LOGAN, UTAH 84321
LOGAN FISH HATCHERY
UTAH DIVISION OF WILDLIFE RESOURCES C-104
GENERAL DETAILS
CARETAKER RESIDENCE BUILDING
LOGAN HATCHERY IMPROVEMENT PROJECT
FOOTING TO BE 6 FT DIA. (72")
AND 6" MIN. THICKNESS
PRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
DFCM CODE COMPLIANCE OFFICER
OUTLET PIPES AND
APPURTENANCES NOT TO BE
LESS THAN 2"
OUTLET PIPES AND
APPURTENANCES NOT TO BE
LESS THAN 2"
8" SEWER LINE TO EXTEND INTO
MANHOLE TO ALLOW CLEANOUT
OF 8" PIPE AND EMERGENCY
OVERFLOW FOR LIFT STATION
SEE PLAN FOR CONTROL PANEL LOCATION
MOUNT ON UNISTRUT FRAME SET IN
CONCRETE BASE OR AS OTHERWISE
DIRECTED BY OWNER
02-25-2025
PROVIDE DUPLEX PUMP STATION AS SPECIFIED OR APPROVED EQUAL.
PROVIDE 100 FT LEADS
MANHOLE HEIGHT PER PLAN
PROVIDE WATER-TIGHT
SEAL AT MANHOLE
PROVIDE GRANULAR BACKFILL BORROW WITH
BEDDING MATERIAL. BACKFILL COMPACTED TO
95% MODIFIED PROCTOR DENSITY
SEE PLAN
ADJUST FLOAT CONTROL ELEVATIONS TO
ACCOMMODATE INLET AND OUTLET PIPES
2 "
2 "
2.0 IN
2.0 IN
8" PVC PIPE W/ 2" PUMP DISCHARGE LINE
2.0 IN
2.0 IN
2.0 IN
2.0 IN
2.0 IN
100 FT
20 GPM OR 15.0' TDH
.5 HP MIN
115 V
2/25/25
DIVISION OF FACILITIES
CONSTRUCTION AND
MANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
PAGE NO:DATE:
QA
NO. REVISIONS
DESIGNED
DRAWN
DATEBY
SHEET NO:
PROJECT NO:
This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc. and shall not be copied without the written authorization of Forsgren Associates Inc.
AT 24"x36" SIZE
LINE IS 2-INCHES
ATTENTION
APPROVED
9 5 W E S T 1 0 0 S O U T H , S T E . 1 1 5 , L O G A N , U T 8 4 3 2 1
PH: 435.227.0333 FAX: 435.227.0334
IF NOT 2-INCHES,
SCALE DRAWING ACCORDINGLY
14-24-0189
PUBLISHED
1465 WEST 200 NORTH
LOGAN, UTAH 84321
LOGAN FISH HATCHERY
UTAH DIVISION OF WILDLIFE RESOURCES C-105
GENERAL DETAILS
CARETAKER RESIDENCE BUILDING
LOGAN HATCHERY IMPROVEMENT PROJECTPRELIMINARY
DRAWING
NOT FOR
CONSTRUCTION
DFCM CODE COMPLIANCE OFFICER
02-25-2025
CLEANOUT LOCATION
PER PLAN
OR HDPE LANDSCAPE BOX W/ LID IN
NON-PAVED AREA
PROVIDE 12 GUAGE TRACER
WIRE AT PIPE, TYP.
ALL WET UTILITIES
2/25/25
DIVISION OF FACILITIES
CONSTRUCTION AND
MANAGEMENT
REVIEWED FOR
CODE COMPLIANCE
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