1-2509-020 Glendale Town HOPS Well Replacement.pdf
PDF 12 MB Posted
- Solicitation number
- NS26-110
- Issued by
- Juab County, Utah
About this file
This is a set of engineering design drawings and specifications for the Glendale Town HOPS Well Replacement project in Kane County, Utah, prepared by Jones & DeMille Engineering, Inc. The project involves the replacement of an existing HOPS well and includes site grading improvements, access road construction, and related infrastructure modifications at the well site located approximately 5.5 miles from Glendale via Highway 89. The scope of work encompasses removal of 144 linear feet of fence, site grading improvements, placement of 1-1/2 inch crushed gravel surfacing, excavation work for the access road, and protection of existing equipment including the current HOPS well, water tank, and power pole. A mandatory pre-bid conference is scheduled for Tuesday, March 24th, 2026 at 11:00 am local time at Glendale Town Hall, 90 E Center St., Glendale, UT 84729. Written questions regarding the project must be submitted to Kyler Nielsen, Project Engineer, at kyler.n@jonesanddemille.com on or before Monday, April 6th, 2026 at 5:00 pm. Bids for construction will be received electronically at the same email address until Thursday, April 9th, 2026 at 2:00 pm local time.
The design drawings indicate typical cross-sections for both the site and access road, with finished grades ranging from approximately 6518.52 to 6520.99 feet in elevation and slope requirements of 2.0 percent and 0.5 percent respectively. Bidding documents and project information are available through Jones & DeMille Engineering, Inc. at https://contractors.jonesanddemille.com/, with the issuing office located at 1535 South 100 West, Richfield, Utah 84701, and can be contacted at 1.800.748.5275. No pricing information, funding sources, or contract award details are specified within these design and specification documents.
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| File | Type | Posted |
|---|---|---|
| 2-Glendale Town - Access Road Site Improvements Specs.pdf |
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Text version
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2509-020
VICINITY MAP
SHEET NO.PROJECT NO.
APPROVAL
RECOMMENDED FOR APPROVAL:
DATE
APPROVED:
DATE
Jones & DeMille Engineering, Inc.
1.800.748.5275 www.jonesanddemille.com
GIS - ENVIRONMENTAL - MATERIALS TESTING
CIVIL & STRUCTURAL ENGINEERING - SURVEYING
- shaping the quality of life -
PROJECT
LOCATION
INDEX TO SHEETS
SHEET NO. SHEET TITLE
G-001 TITLE
G-002 LEGEND
G-003 INDEX
PL-100 WELL SITE GRADING PLAN
PL-101 WELL SITE ACCESS ROAD PLAN
C-500 TYPICALCROSS SECTION
SUBMITTAL: FOR BIDDING ONLY
G-001
GLENDALE TOWN, KANE, UTAH
GLENDALE TOWN
GLENDALE TOWN
GLENDALE TOWN HOPS WELL REPLACEMENT
GLENDALE TOWN
SAN JUAN
KANEWASHINGTON
IRON GARFIELD
WAYNEPIUTEBEAVER
MILLARD
SEVIER
EMERY GRAND
SANPETE
CARBON
JUAB
UTAH
WASATCH
DUCHESNE
UINTAH
DAGGETTSUMMIT
SALT LAKE
TOOELE
DAVIS
MORGAN
WEBER
RICH
CACHE
BOX ELDER
IDAHO
WYOMING
C O
LO
R
AD
O
N
EV
AD
A
ARIZONA
HWY 89
ST
O
U T
C
AN
YO
N
R D
PINK CLFS RD
TO GLENDALE
5.5 MILES
TO
G
LE
NDALE
M
ILE
S
N O
R T
H
03/17/2026
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
TOP OF ASPHALT
CONCRETE SURFACING
ASPHALT SURFACING
STREET SIGN
TBC
LOC
TSW
TOC
TOG
EOA
FLG
FLC
SW
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
3/
/2
G-002
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LIGHT POLE
FO
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GAS METER
SMH
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SMH
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M
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SDM STORM DRAIN MANHOLE
IMH
EXISTING GROUNDEG
FINISHED GRADEFG
CAST-IN-PLACECIP
or or
G .W
SPOILS AREA
SITE GRADING IMPROVEMENTS
1-1/2" CRUSHED GRAVEL
NO
RTH
10+00
11+00
+0
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+0
+0
17+00 18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
25+89
3/
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G-003
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Blue Stakes of
Bluestakes.org 1-800-662-4111
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
HWY 89
TO GLENDALE
5.5 MILES
TO HATCH21 MILES
SEE SHEET PL-1
SEE SHEET PL-101
AutoCAD SHX Text W
EPP
N O
R T
H
EXISTING
TANK
ACCESS ROAD
D
10+00
11+00
12+00
13+00
A
B
C
84'-0"
30'-0" -1:1
-1:1
-1:1
-1 :1
-2.0%
-2.0% -2.0%
-2.0%
-2.0%
-2 .0
B
E
34'-00"
N: 10104137.86 E: 1327565.19
FG:6519.12
FG:6519.11
FG:6519.56
FG:6520.26
FG:6520.99
FG:6520.14
FG:6520.21
FG:6518.52
FG:6518.80
FG:6518.73
FG:6518.83
FG:6519.00
EOA:6520.23
FG:6518.85
-2.0%
3/
/2
PL-100
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1"
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SCOPE OF WORK
144 L.F. REMOVE FENCE REQ'D
SITE GRADING IMPROVEMENTS REQ'D
SEE DETAIL A1 ON SHEET C-500
1-1/2" CRUSHED GRAVEL REQ'D
SEE DETAIL D1 ON SHEET C-500
FO
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Blue Stakes of
Bluestakes.org 1-800-662-4111
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
PROTECT EXISTING
HOPS WELL
PROPOSED
HOPS WELL
SEE SHEET PL-101
NOTES:
(2) REMOVE AND SALVAGE 8' CHAIN LINK GATES.
PROTECT EXISTING FENCE.
PROTECT EXISTING TANK AND MAINTAIN TANK
COVER.
SPOILS AREA - PLACE EXCAVATION SPOILS ALONG
THE DOWN HILL SIDE OF SITE AND ALONG ROAD.
PROTECT EXISTING POWER POLE. DO NOT COVER
IN BACKFILL MATERIAL.
B
A
C
D
E
EXISTING CORNER
POST TO REMAIN
EXISTING CORNER
POST TO REMAIN
AutoCAD SHX Text W
AutoCAD SHX Text W
HWY 89 (MT CARMEL SCENIC BYWAY)
N O
R
TH
+0
+0
+0
016+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
25+89
15'-0"
7'-6"
7'-6"
AC
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S
ROAD
15'-0" 7'-6"
7'-6" 1
D
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3/
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PL-101
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SE
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SH
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-0
SCOPE OF WORK
ROADWAY EXCAVATION REQ'D
SEE DETAIL A1 ON SHEET C-500
1-1/2" CRUSHED GRAVEL REQ'D
SEE DETAIL A1 ON SHEET C-500
NOTES:
SPOILS AREA - PLACE EXCAVATION SPOILS ALONG
THE DOWN HILL SIDE OF SITE AND ALONG ROAD.
D
15'-0"
7'-6" 7'-6"
1'-0"
1' -0
1:1
1:1
1:1
Existing Ground
Existing Ground
0.5%0.5%
3" THICK 1-1/2
CRUSHED GRAVELCOMPACTED
NATIVE EARTHCOMPACTED NATIVE
BACKFILL FROM
EXCAVATION
SURFACE
DITCH
FINISH GRADE
FINISHED GRADE
Existing Ground
3" THICK 1-1/2
CRUSHED GRAVEL
PLACE EXCAVATION SPOILS
ALONG THE DOWN HILL SIDE
OF SITE AND ALONG ROAD. COMPACTED
NATIVE EARTH
2% SLOPE
VARIES
VA
R
IE
S
EXCAVATION AREA
1:1
MATCH EXISTING GROUND
ELEVATION (TYP.)
VARIES VARIESVARIES
3/
/2
C-500
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SCALE
D1 TYPICAL ACCESS ROAD CROSS SECTION
1" = 2'
SCALE
A1 TYPICAL SITE CROSS SECTION
1" = 10'
| Sheets and Views |
| G-001 TITLE |
| G-002 LEGEND |
| G-003 INDEX |
| PL-100 WELL SITE GRADING PLAN |
| PL-101 WELL SITE ACCESS ROAD PLAN |
| C-500 TYPICALCROSS SECTION |
File details come from the government source that posted it. Updated .