6-4451-012 Attachment E - Plans.pdf
PDF 3 MB Posted
- Attached to
- UDOT Blanding Wash Pad
- Solicitation number
- UDOT260217CN -
- Issued by
- Tooele County, Utah
About this file
Project Maps and Exhibits Summary
This document consists of project maps and design plans for the Utah Department of Transportation (UDOT) Blanding Maintenance Station wash pad construction project located at 1600 South Main Street in Blanding, Utah. The plans depict an elevated wash pad alternative design (Project Number 4451-012) featuring cast-in-place concrete work with comprehensive grading, drainage, utility, and structural details. The project includes construction of an approximately 50-foot by 40-foot elevated concrete wash pad with 10 eighteen-inch diameter columns, a 575-gallon oil/water separator, catch basins, drainage systems, and utility connections including a 2-inch diameter waterline and 4-inch and 8-inch diameter sanitary sewer lines. The design incorporates reinforced concrete specifications requiring 4000 PSI minimum compressive strength, epoxy-coated reinforcing steel (#4 and #5 rebar), and includes ancillary infrastructure such as yard hydrants, precast manholes, and grating systems. The project must be completed by June 26, 2026, with a mandatory virtual pre-bid meeting scheduled for Thursday, April 16, 2026 at 2:00 PM.
The materials list indicates significant quantities of concrete materials and reinforcement steel to be provided by UDOT to the contractor, including 6,330 linear feet of #4 rebar and 480 linear feet of #5 rebar from UDOT stockpiles, which must be utilized before contractor compensation for additional materials is granted. Excavation and grading work totaling approximately 52 cubic yards of cut and 328 cubic yards of fill are specified, with the contractor responsible for base course preparation, granular borrow placement, and final grading. The contract represents a contractor-assisted maintenance project whereby UDOT's Blanding maintenance crew will perform certain work phases including rough grading, building demolition, and removal, while the contractor is responsible for concrete placement, wash rack installation, utility tie-ins, and materials installation. This is an Invitation for Bid (IFB) under Solicitation #UDOT260217CN, with contract award to the lowest responsive and responsible bidder.
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Text version
Attachment E
Project Maps and Exhibits
SHEET NO.
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PROJECT AREA
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PROJECT AREA
4451 BLANDING STATION
1600 SOUTH MAIN STREET
BLANDING UT 84511
0 1500 3000750
SH
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PROJECT
PROJECT
NUMBER STATION
VICINITY MAP - AERIAL IMAGE
ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
EL:5877.10
5.4%4.6%
9.3%
F 0.5
F 0.
2 C 1.
C 0.3
F 1.2 F 1.9
F 2.1
F 1.1
2.2%
4.4%
2.6%
4.6%
6.5%
5.0
5.
4%
CUT
FILL
EL:5877.10
EL:5876.90
EL:5876.90
EL:5877.10
EL:5876.90
w w w w w w w w w w w
SS SS SS
SS
SS
SS
SS SS SS
W W
W W
W W W W W W ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
W W W W
6.
0%
6.0%
6.
0% 6.0
2.
0%
2.0% 2.0%
2.
0%
6.0
2.2%
2.
0%
2.
0%
2.
0%
2.2%
EL:5876.70
1.00%
4.
2.13%
EL:5875.29
48" DIA MANHOLE
Surface EL:5875.69
SS Invert EL: 5871.71
48" DIA SAMPLING MANHOLE
Surface EL:5875.77 SS IN Invert EL: 5872.69 SS OUT Invert EL: 5872.44
Surface EL:5877.03 SS Invert EL: 5874.58
Surface EL:5876.70 SS Invert EL: 5874.50
SH
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PROJECT
PROJECT
NUMBER STATION
GRADING PLAN - AERIAL IMAGE
C
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0 20 4010
ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
42.0'
51.0'
44.8' 7.5'
6.5'
47.5'
5.0'
10.0'
10.3'
35.8'
36.6'
75.5'
46.8'
10.0'
10.0'
56.2'
45.0'
57.5'
18.7'
49.8'
575 GALLON OIL/WATER SEPARATORCATCH BASIN
2" DIA METER/VALVE
IN 5FT x 5FT VAULT
4" DIAMETER SANITARY SEWER
TO BE INSTALLED BY UDOT
BUILDING DEMOLITION AND REMOVAL BY OTHERS.
ROUGH GRADING TO BE COMPLETED BY UDOT
PRIOR TO CONCRETE PLACEMENT.
WASH RACK AND STAIRS TO BE INSTALLED BY UDOT
FOLLOWING CONCRETE PLACEMENT.
EXISTING WATER WELL
EXISTING ELECTRICAL PANEL.
TO BE PROTECTED IN PLACE.
2 " YARD HYDRANT
SEE SHEET 8 OF 11
FOR ADDITIONAL DETAIL
PROPOSED 2" DIAMETER WATERLINE TIE-IN
PROPOSED 4" DIAMETER SANITARY SEWER TIE-IN
U D
O T
CONTRACTOR
UDOT
72.9'
11.3' 63.7'
20.0'
NORTH - SOUTH
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60
6.0%
2.0% 2.0% 2.0% 6.0% 6.0%
EAST - WEST
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60
6.0% 6.0%
2.0%2.0% 2.2% 2.2% 2.0% 6.0%
ST
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PROJECT
NUMBER STATION
PROFILE VIEWS
ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
EXISTING GRADE
DESIGN GRADE
EXISTING GRADE
DESIGN GRADE
BE
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9"
SH
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PROJECT
PROJECT
NUMBER STATION
CAST-IN-PLACE CONCRETE PLAN
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ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
D B
4'-2"
40'-0"
50'-0"
12'-3"
2'-9"
20'-0"
2'-9"
16'-6" 2'-9"
2'-0"
22'-0"
6'-9"
1'-3" 2'-10"
4'-9"
22'-0"
2'-9"
15'-3"
26'-10"
15'-0"
10'-4"
4'-4"
REINFORCEMENT: (5) #5 VERTICALS
A
10'-0"
2'-9" 16'-6" 2'-9"
EL: 5877.10
~ SECTION A-A ~
SCALE: 1/4" = 1'-0"
18" DIAMETER
(TYPICAL 10 PLACES)
~ ISOMETRIC VIEW ~
SCALE: NTS
~ PLAN VIEW ~
SCALE: 1/8" = 1'-0"
2.
0%
2.
0%
2.2%
2.2% SS SS SS SS
W W
W
2 " YARD HYDRANT
8" DIAMETER SANITARY SEWER8" DIAMETER
SANITARY SEWER
WASH RACK AND STAIRS
TO BE INSTALLED BY UDOT
FOLLOWING CONCRETE PLACEMENT.
EL: 5881.1 TOP OF CONCRETE ELEVATIONS ARE THE SAME FOR ALL FOUNDATIONS.
C
2 EACH - INSTALL ANCHOR BOLTS (TYPICAL 10 PLACES)
1/2" X 14" L-BOLT CONCRETE ANCHOR BOLT - HOT DIP GALVANIZED
1/2"- 13 GRADE 2 HEX NUT - HOT DIP GALVANIZED
1/2" USS FLAT WASHER - HOT-DIP GALVANIZED
10"
2"21
2"
1'-6"
~ COLUMN DETAIL ~
SCALE: 1" = 1'-0"
(5) #5 VERTICALS
#4 TIES @ 12” O.C.
INCLUDING (3) SETS OF TIES
IN THE TOP 8” @ 2” SPACING.
5"
18" DIAMETER COLUMNS
(TYPICAL 10 PLACES)
REINFORCEMENT: #4 TIES @ 12” O.C.
INCLUDING (3) SETS OF TIES IN THE TOP 8” @ 2” SPACING.
2 " YARD HYDRANT
SEE SHEET 8 OF 11 FOR ADDITIONAL DETAIL
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PROJECT
PROJECT
NUMBER STATION
SECTION VIEWS
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ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
EL: 5877.10
~ SECTION D-D ~
SCALE: 1/4" = 1'-0"
~ SECTION B-B ~
SCALE: 1/4" = 1'-0"
#5 CENTERED
SPACED 12" O.C.,
BOTH WAYS (TYP)
#5 CENTERED
SPACED 12" O.C.,
BOTH WAYS (TYP)
2.0%
2.2% 2.2%
2.0%
EL: 5876.70
5'-8" 5'-0"
3'-0"
4'-4"
8"
8"
5'-0"
9'-0"
5'-8"
10'-4"
8"
8"
EL: 5876.70
8" DIAMETER SANITARY SEWER
SCALE: 1/4" = 1'-0"
~ SECTION C-C ~
2 " YARD HYDRANT
SEE SHEET 8 OF 11 FOR ADDITIONAL DETAIL
18" DIAMETER COLUMNS
(TYPICAL 10 PLACES)
TOP OF CONCRETE ELEVATIONS ARE
THE SAME FOR ALL FOUNDATIONS.
REINFORCEMENT: (5) #5 VERT, AND #4 TIES @ 12” O.C.
INCLUDING (3) SETS OF TIES IN THE TOP 8” @ 2” SPACING.
20'-0"
EL: 5881.1
2'-9"
10'-0"
INSTALL ANCHOR BOLTS (TYPICAL 10 PLACES)
1/2" X 14" L-BOLT CONCRETE ANCHOR BOLT - HOT DIP GALVANIZED
1/2"- 13 GRADE 2 HEX NUT - HOT DIP GALVANIZED
1/2" USS FLAT WASHER - HOT-DIP GALVANIZED
EL: 5875.20
1'-6"
GRATING AND FRAME TO BE PROVIDED BY UDOT.
CONTRACTOR TO INSTALL FRAME WITH CAST-IN-PLACE CONCRETE.
GRATING AND FRAME TO BE PROVIDED BY UDOT.
CONTRACTOR TO INSTALL FRAME WITH CAST-IN-PLACE CONCRETE.
PROVIDE GAP IN FOOTING TO ACCOMMODATE
8" DIAMETER SANITARY SEWER.
8" DIAMETER SANITARY SEWER
SEE STEM WALL SECTION
AND REINFORCEMENT DETAIL
SEE CONCRETE PAVEMENT SECTION
WATER VALVE BOX & LID AT CONCRETE SURFACE
8" PVC PIPE SLEEVE AND PLUG.
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PROJECT
NUMBER STATION
DETAILS AND NOTES
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ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
GENERAL:
1. BUILDER IS TO APPROVE & VERIFY ALL PLANS BEFORE CONSTRUCTION.
2. VERIFY CONDITIONS BEFORE BEGINNING CONSTRUCTION.
3. DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS ONLY.
4. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
5. THE 2018 INTERNATIONAL BUILDING CODE WITH POSSIBLE MODIFICATIONS BY THE LOCAL CODE ADMINISTRATION WILL GOVERN WHERE
NOT OTHERWISE QUALIFIED IN THE SPECIFICATION.
6. IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE MORE STRINGENT PROVISIONS WILL GOVERN.
7. SPECIFICATIONS AND DRAWINGS INDICATE FINISHED STRUCTURE. THE BUILDER IS TO BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES, AND CONDITIONS (INCLUDING SAFETY).
8. CONSTRUCTION LOADS ARE NOT TO OVERLOAD THE STRUCTURE OR BE IN EXCESS OF DESIGN LOADINGS INDICATED ON THE DRAWINGS.
9. ALL MANUFACTURED COMPONENTS, MATERIALS, FASTENERS, ASSEMBLIES, ETC. ARE TO BE HANDLED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, GENERIC EQUALS WHICH
MEET APPLICABLE STANDARDS AND SPECIFICATIONS MAY BE SUBSTITUTED.
10. NO VARIANCE BY A BUILDING OFFICIAL WILL BE BINDING ON THE DESIGNER.
EARTH WORK:
1. SITE WORK INCLUDES DEMOLITION, SITE CLEARING, EXCAVATION, FILLING, GRADING, DRAINAGE, AND RELATED ITEMS NECESSARY TO
COMPLETE THE WORK INDICATED ON THE DRAWINGS.
2. THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLING EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESS POOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH ITEMS ARE FOUND, THE OWNER SHALL BE NOTIFIED
IMMEDIATELY.
3. SOILS ARE TO BE PROTECTED FROM FREEZING, DESICCATION, AND FLOODING.
4. NOTIFY THE OWNER IMMEDIATELY IF THE FOLLOWING SOIL CONDITIONS ARE ENCOUNTERED:
A. EXPANSIVE OR COLLAPSIBLE SOIL
B. UNDOCUMENTED FILL MATERIALS
C. SATURATED SOILS
D. ORGANIC MATERIALS
E. NO EXCAVATION IS TO BE MADE CLOSER THAN 1' VERTICAL AND 3' HORIZONTAL TO A FOOTING UNLESS NOTED OTHERWISE (U.N.O).
FOUNDATIONS:
1. FOOTING THICKNESSES SHOWN ON THE DRAWINGS ARE MINIMUM.
2. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL TEMPORARY EMBANKMENTS AND EXCAVATIONS.
3. BACKFILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY.
4. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR ON ENGINEERED FILL COMPACTED TO 95% MAXIMUM DRY DENSITY.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR LATERALLY SUPPORTING ALL RETAINING TYPE FOUNDATION WALLS WHILE COMPACTING BEHIND WALLS AND UNTIL ALL SUPPORTING MEMBERS HAVE BEEN PLACED SUCH AS FLOOR SLABS.
6. BACKFILL SHALL NOT BE PLACED AGAINST RETAINING WALLS UNTIL THE WALLS HAVE ACHIEVED THEIR DESIGN STRENGTH.
7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
8. BOTTOM OF FOOTINGS ARE TO BE PLACED TO LOCAL FROST DEPTH REQUIREMENTS.
9. FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN
GROUND.
CONCRETE:
1. CONCRETE CONSTRUCTION IS TO CONFORM TO ACI 318 LATEST EDITION.
2. CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.
3. MAXIMUM SLUMP SHALL BE 4"
4. ALL CONCRETE IS TO BE THOROUGHLY CONSOLIDATED AT THE TIME OF PLACEMENT.
5. CONCRETE IS TO BE PROTECTED FROM FREEZING FOR THE FIRST 7 DAYS AFTER PLACEMENT.
6. ALL CONCRETE SHALL HAVE XYPEX ADMIXTURE UNLESS NOTED OTHERWISE.
7. PROVIDE 3/4 CHAMFER ON ALL EXPOSED CONCRETE CORNERS.
REINFORCEMENT:
1. ALL REINFORCING STEEL IS TO BE EPOXY COATED DEFORMED-CARBON REINFORCING STEEL BARS.
2. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 3" OF COVER IN CONCRETE DEPOSITED ON EARTH.
3. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 2" OF COVER IN CONCRETE FORMED AGAINST EARTH.
4. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 2" OF CONCRETE COVER FROM THE EXTERIOR FACE OF WALLS AND 3/4" OF
CONCRETE COVER FROM INTERIOR WALL FACES.
5. REINFORCEMENT IS TO BE PLACED WITH A MINIMUM OF 3/4" CONCRETE COVER FROM THE TOP OF CONCRETE SLABS ON GRADE.
~ STEM WALL SECTION AND REINFORCEMENT DETAILS ~
~ CONCRETE PAVEMENT SECTION ~
UDOT HAS A STOCK PILE OF REBAR.
THIS MATERIAL WILL BE PROVIDED TO THE CONTRACTOR.
THIS MATERIAL SHALL BE UTILIZED BEFORE SEEKING
COMPENSATION FOR ADDITIONAL REBAR MATERIALS.
T N
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PROJECT
NUMBER STATION
OIL / WATER SEPERATOR DETAILS
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PROJECT
NUMBER STATION
MANHOLE AND 2" WATER LINE DETAILS
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ELEVATED WASH PAD
ALTERNATIVE DESIGN
4451-012 BLANDING
~ 2 INCH YARD HYDRANT DETAIL ~
APOLLO, 94ALF-108-01A 2,
BRS LF THD FP BV, 600#
FORD B11-777SW-NL 2 CURB
STOP S&W FIP - STOP AND WASTE
ELBOW - 90 DEGREE
TRUCK WASH SLAB
AND PIPE SLEEVE.
THREADED COUPLER
15-INCH-DIAMETER ADS PIPE
WITH 2-INCH-MINUS DRAIN ROCK
IN LIEU OF BOLLARDS, LOCATE HYDRANT
BETWEEN WASH RACK PILLARS FOR PROTECTION.
WATER VALVE BOX & LID AT CONCRETE SURFACE
8" PVC PIPE SLEEVE AND PLUG.
ELBOW - 90 DEGREE
GALVANIZED PIPE
SDR-11 WATERLINE
4'-0"
MIN.
3'-0"
3'-0"
MIN.
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PROJECT
NUMBER STATION
2" WATER LINE DETAILS
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ELEVATED WASH PAD
T N
O .10 o f 1
PROJECT
PROJECT
NUMBER STATION
ADDITIONAL STAIRS
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ELEVATED WASH PAD
MATERIALS LIST
ND
(inches) Estimated Quantity Unit Description Provided By Installed By
2 1 each Yard Hydrant Contractor Contractor 2 50 LF SDR-11, Waterline UDOT Contractor 2 120 LF SDR-11, Waterline UDOT UDOT 2 10 LF Galvanized Pipe, Waterline Contractor Contractor 48 2 each Precast Standard Manhole 3 Ft To 5 Ft Deep - Cb 11 UDOT UDOT
- 1 each Precast 5 Ft X 5ft Water Valve/Meter Vault UDOT UDOT
- 1 each Precast 575 Gallon Oil/Water Separator UDOT Contractor 4 80 LF SDR-35 Sanitary Sewer UDOT UDOT 8 50 LF SDR-35 Sanitary Sewer UDOT Contractor
- 1 each
Grating And Frame 3" X 1/4" 19W4 Smooth Top Welded Steel Bar Grating (approx. 27 sq.ft. to cover 9 ft wide x 3' clear span area in 3 equal pieces) 3-1/2" x 3-1/2" x 1/4" steel embed angle w/ weld studs and shims for grating to sit flush with concrete, galvanized - load banded grating, H20 traffic rated
UDOT Contractor
- 50 CY Untreated Base Course Contractor Contractor
- 38 CY Granular Borrow Contractor Contractor
- 80 CY Portland Cement Contractor Contractor
4/8 6,330 LF #4 Rebar UDOT Contractor 5/8 480 LF #5 Rebar UDOT Contractor
- 52 CY Grading (Cut) UDOT UDOT
- 328 CY Grading (Fill) UDOT UDOT
File details come from the government source that posted it. Updated .