2-2101-058 Earthwork For Bidding Plans.pdf
PDF 5 MB Posted
- Solicitation number
- RA26-65
- Issued by
- Davis County, Utah
About this file
This is a bidding plan document for earthwork construction services prepared by Jones & DeMille Engineering, Inc. for Roosevelt City in Uintah County, Utah, related to the Rough Rider Shooting Complex project. The project involves the construction of earthen berms and excavation work to support multiple shooting ranges, including a 200-yard range, 600-yard range, 1000-yard range, and archery/multipurpose range. The work includes construction of side containment berms, impact berms, and intermediate berms, with berm fill material calculated at specific quantities and excavation work designed to eliminate sightline problems. The bidding plans specify that berm construction should utilize available native materials on-site where possible, with rock-free material requirements for inner faces and impact surfaces. A pre-bid conference is scheduled for December 8, 2025, at 1:00 P.M. at 520 West Highway 40, Roosevelt, Utah 84066, with attendance encouraged but not required. Questions regarding the project must be submitted in writing to Karissa Wilson-Musich at karissa.m@jonesanddemille.com by December 11, 2025, at 4:00 P.M. Sealed bids are due at the offices of Jones & DeMille Engineering at the same address by December 16, 2025, at 1:00 P.M. local time.
The bidding documents do not specify detailed pricing information, payment terms, or funding sources within the earthwork plans provided. The documents indicate this is a preliminary design submission for bidding purposes only and reference utility notification requirements through Blue Stakes of Utah before commencement of any excavation or ground-disturbing work. The plans include detailed specifications for berm construction slopes, excavation depths, and material composition requirements, with contractors responsible for determining means and methods to complete the work using available site materials. No specific contract term, renewal options, or incumbent information is identified in these preliminary bidding plans.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-2101-058 Earthwork For Bidding Specs.pdf | ||
| 1-001113 00 Advertisement for Bids C111 2018 (17).pdf |
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Text version
2000 SOUTH
ROOSEVELT HWY 40
HWY 40
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2000 SOUTH
U
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PROJECT LOCATION
ROOSEVELT CITY
ROUGH RIDER SHOOTING COMPLEX EARTHWORK
UINTAH COUNTY
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1-
2101-058
VICINITY MAP
SHEET NO.PROJECT NO.
APPROVAL
RECOMMENDED FOR APPROVAL:
DATE
APPROVED:
DATE
IDAHO
C O
LO
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AD
O
ARIZONA
N
EV
AD
A
WASHINGTON KANE
SAN JUAN
GARFIELDIRON
BEAVER PIUTE WAYNE
GRANDEMERY
ROOSEVELT
SEVIER
MILLARD
SANPETE
CARBON
UINTAH
DUCHESNE
UTAH
WASATCH
SALT LAKE
JUAB
TOOELE
BOX ELDER
DAVIS
SUMMIT
MORGAN
WEBER
DAGGETT
RICH
CACHE
WYOMING
ROOSEVELT CITY
Jones & DeMille Engineering, Inc.
1.800.748.5275 www.jonesanddemille.com
GIS - ENVIRONMENTAL - MATERIALS TESTING
CIVIL & STRUCTURAL ENGINEERING - SURVEYING
- shaping the quality of life -
INDEX TO SHEETS
SHEET NO. SHEET TITLE
1 TITLE
1A LEGEND
SM-01 SUMMARY
DT-01 TO DT-02 DETAIL
EW-01 EARTHWORK PLAN
SUBMITTAL: FOR BIDDING ONLY
ENGINEER
12/02/2025
LEGEND
EDGE OF ASPHALT
EDGE OF CONCRETE
EDGE OF GRAVEL SURFACING
EDGE OF DIRT SURFACING
EDGE OF ASPHALT SURFACING
TOP BACK OF CURB
LIP OF CURB
TOP OF SIDEWALK
TOP OF CONCRETE
TOP OF GRATE
EDGE OF ASPHALT
FLOW LINE OF GUTTER
FLOW LINE OF CULVERT
SIDEWALK
FINISHED GROUND
TOP OF ASPHALT
CONCRETE SURFACING
ASPHALT SURFACING
STREET SIGN
TBC
LOC
TSW
TOC
TOG
EOA
FLG
FLC
SW
FG
TOA
SANITARY SEWER LINE
CULINARY WATER LINE
BURIED POWER LINE
FENCE LINE (BARBED OR STOCKTIGHT)
DRAINAGE CULVERT
FLOW LINE OF DITCH
BURIED TELEPHONE LINE
NATURAL GAS LINE
BURIED CABLE TV LINE
CULINARY WATER VALVE
SANITARY SEWER MANHOLE
TREE
CONCRETE SURFACING
DELINEATOR POST
PROPERTY LINE
IRRIGATION LINE
EXISTING RIGHT OF WAY LINE
SANITARY SEWER MANHOLE
CULINARY WATER VALVE
DRAINAGE CULVERT
CULINARY WATER LINE
SANITARY SEWER LINE
SECTION LINE
PROPOSED RIGHT-OF-WAY LINE
SUBDIVISION BOUNDARY LINE
LOT LINES
QUARTER SECTION LINE
(P.U.E.) PUBLIC UTILITY EASEMENT
DEED LINE
FIRE HYDRANT
FIRE HYDRANT
STRUCTURE
DELINEATOR POST
STREET SIGN
TOP OF CUT LIMITS
TOE OF FILL LIMITS
CULINARY WATER METER
WATER METER
POWER POLE & GUY WIRE
STORM DRAIN
SANITARY SEWER SERVICE
POWER POLE
EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES
(SIDEWALK, CURB, GUTTER, ETC.)
FENCE LINE (CHAIN LINK)
TELEPHONE PEDESTAL
OVERHEAD CABLE TV LINE
OVERHEAD POWER LINE
OVERHEAD TELEPHONE LINE
BURIED POWER LINE
OVERHEAD POWER LINE
BURIED TELEPHONE LINE
OVERHEAD TELEPHONE LINE
BURIED CABLE TV LINE
OVERHEAD CABLE TV LINE
NATURAL GAS LINE
IRRIGATION LINE
STORM DRAIN
FENCE LINE (BARBED OR STOCKTIGHT)
FENCE LINE (CHAIN LINK)
FIBER OPTIC LINE
FIBER OPTIC LINE
MAILBOX
MAILBOX
ABBREVIATIONS
POWER POLE
COMMUNICATION MANHOLE
RIGHT-OF-WAY
SEWER MANHOLE
LEFT
RIGHT
EPP
CMH
R/W
SMH
L / LT
R / RT
TEMPORARY T.C.E.
PUBLIC UTILITY EASEMENTP.U.E.
CONSTRUCTION EASEMENT
STATIONSTA
EXISTING CITY BLOCK LINES
BLOCK LINE
EXISTING N/A LINE
/2
/2
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GAS METERM
SMH
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SMH
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BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
FO
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B
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D
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LY
NOTES:
1. BERM FILL IS CALCULATED WITH THE CROSS SECTIONAL AREA OF THE BERM MULTIPLIED BY THE LENGTH, WITH 10% ADDED. SAND STONE AND OTHER NATIVE MATERIALS CAN BE
UTILIZED IN THE BERM, EXCEPT FOR THE ROCK FREE AREA.
2. EXCAVATION IS BROKEN OUT AS ONE AREA WILL REQUIRE EXCAVATION TO ELIMINATE A SITE LINE PROBLEM. THIS MATERIAL CAN BE USED IN THE BERM FILL AS WELL. THIS QUANTITY IS
NOT IN ADDITION TO THE BERM FILL QUANTITY.
3. THE TOTAL MATERIAL NEED TO BUILD THE BERMS IS UNDER THE BERM FILL COLUMN. THIS SHOULD NOT BE ADDED TO THE EXCAVATION COLUMN.
4. CONTRACTOR SHOULD DETERMINE MEANS AND METHODS TO BUILD THE BERMS WITH AVAILABLE MATERIALS ON SITE.
(PLAN QUANTITY) (PLAN QUANTITY)
NOTES:
1. INTERMEDIATE BERM TO BE MADE WITH ROCK FREE MATERIAL
2. BERMS SHOULD BE BUILT AFTER SIDE BERMS AND IMPACT BERMS.
3. BERMS MAY BE MOUNDED INSTEAD OF SHAPED.
4. EACH BERM WILL BE APPROXIMATELY 30 FEET LONG.
5. BERMS WILL BE STAKED OUT AT 100 YARD INTERVALS
5.
SCALE
D1 INTERMEDIATE BERM
SCALE
A1
SCALE
A1
/2
/2
DT-01
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1" = 4'
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NOTES:
1. BACK SLOPE MAY BE INCREASED OR DECREASED DEPENDENT UPON SOIL
STABILITY, EROSION POTENTIAL OR MAINTENANCE EQUIPMENT.
2. PREFERRED SLOPE OF SIDE CONTAINMENT BERM INNER FACE IS 1:1.5 OR
STEEPER.
3. EXCAVATE ROCK ON SURFACE OF RANGE DOWN 2' AND REPLACE WITH
ROCK-FREE MATERIAL
4. BERM FILL MATERIAL CAN INCLUDE LARGE ROCKS, PROVIDED THAT THE
MINIMUM ROCK FREE SOIL THICKNESS IS MET ON THE INNER FACE.
EARTH BERM
INNER FACE
(NOTE 2)
NOTE 3
EXISTING SANDSTONE MATERIAL
FINISHED GRADE
2.
' M
IN
EXCAVATION
DEPTH
BACK SLOPE (NOTE 1)
1.5
.0
0'
1.00' MIN. 3.00' PREFERRED
ROCK FREE SOIL
BERM FILL
MATERIAL
(SEE NOTE 4)
10.00'
10.00'
NOTE 2
.0
0'
NOTES:
1. BACK SLOPE MAY BE INCREASED OR DECREASED DEPENDENT UPON SOIL
STABILITY, EROSION POTENTIAL OR MAINTENANCE EQUIPMENT.
2. PROVIDE ADEQUATE DISTANCE BETWEEN BERM AND TARGET LINE FOR
MAINTENANCE OF TARGET AND SLOPE OF BERM [MINIMUM 10 YD].
3. PREFERRED SLOPE OF IMPACT BERM FACE IS 1:1 OR STEEPER.
4. EXCAVATE ROCK ON SURFACE OF RANGE DOWN 2' AND REPLACE WITH
ROCK-FREE MATERIAL.
5. BERM FILL MATERIAL CAN INCLUDE LARGE ROCKS, PROVIDED THAT THE
MINIMUM ROCK FREE SOIL THICKNESS IS MET ON THE IMPACT SURFACE.
3.00' MIN.
ROCK FREE SOIL
EARTH BERM
BACK SLOPE (NOTE 1)
NOTE 3
TOP OF TARGET
TARGET LINE
DIRECTION OF FIRE
1.5
NOTE 4
EXISTING SANDSTONE MATERIAL
FINISHED GRADE
OR EXISTING GROUND 2.
' M
IN
EXCAVATION
DEPTH
BERM FILL
MATERIAL
(SEE NOTE 5)
SCALE
D1 IMPACT BERM DETAIL
SCALE
A1 SIDE CONTAINMENT BERM DETAIL
SCALE
A1
/2
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO
EPP
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EPP
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EPP EPP
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EXISTING IRRGATION LINE
SIDE BERM
SIDE BERM
INTERMEDIATE BERM
30' LONG (TYP.) AT
100 YD INTERVALS
IMPACT BERM
IMPACT BERM
APPROX. 950'
APPROX. 750' 220'
220'
EXISTING 200 YD RANGE
EXISTING BERM
320.00'
155.00'
ARCHERY/MULTIPURPOSE
RANGE
600 YD RANGE
1000 YD RANGE
EXISTING PIVOT CENTER
175 '
300'EXCAVATION AREA
900 YD
800 YD
700 YD
500 YD
400 YD
300 YD
200 YD
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1000 YD
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BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
FO
R
B
ID
D
IN
G O
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