DDW-2025-004186

INTERSTATE 84
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FROM SURVEY
SOUTH ƒ4
 EAST BETWEEN THE SOUTH QUARTER CORNER AND THE SOUTHEAST CORNER OF SECTION , TOWNSHIP 5 NORTH, RANGE 1 EAST,
SALT LAKE BASE MERIDIAN
PLAT 3C TANK 5 CONSTRUCTION DOCUMENTS
FOR
WASATCH PEAKS RANCH
SECTION 14 AND 15 TOWNSHIP 4 NORTH, RANGE 1 EAST
MORGAN COUNTY, UTAH
VICINITY MAP
NORTH
BASIS OF BEARING
LEGAL DESCRIPTION
BENCHMARK
CONSULTANTS
CIVIL ENGINEER:
SURVEYOR:
GEOTECHNICAL ENGINEER:
AGENCY CONTACTS
SITE INFORMATION
FROM SURVEY
TOTAL SITE AREA LIMITS OF CONSTRUCTION1.4 ACRES 1,5 S.F.
PLANNING:
ENGINEERING:
GAS SERVICE:
ELECTRIC:
PROPERTY OWNER:
ENVIRONMENTAL SCIENTIST:
C.
1.PRO-ECT COORDINATES WERE COMPUTED FROM A MODIFIED STATE PLANE UTAH NORTH =ONE 431 US FOOT.
.PRO-ECT COORDINATES HAVE BEEN GENERATED BY A STATIC SURVEY. ALL COORDINATES LISTED IN THESE TABLES ARE PRO-ECT BASED
COORDINATES.
3.COMBINED SCALE FACTOR 1.31155
4.GEOID MODEL 1A
5.LOCAL SITE
LATITUDE N41ƒ5
.
LONGITUDE W111ƒ4
3.43
HEIGHT 54.

.FALSE NORTHING OFFSET: 3,,.
FALSE EASTING OFFSET:1,,.
SURVEY CONTROL NOTES
PROPERTY LINE (TYP.)
UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY:
PROJECT
LOCATION
WPR UTILITY DISTRICT
WPR ROAD AND FIRE DISTRICT
PLAT 3C BOUNDARY BOHMAN PROPERTY
PEAKS VIEW ROAD
NORTH VILLAGE
WASATCH PEAKS ROAD
MEADOWS VIEW DRIVE
WASATCH PEAKS ROAD
S-1 GENERAL STRUCTURAL NOTES
S-GENERAL STRUCTURAL NOTES
S-11 TANK FOUNDATION PLAN
S-1FOUNDATION REINFORCING PLAN
S-13 ROOF REINFORCING PLAN
S-31 TANK SECTIONS
S-51 STRUCTURAL DETAILS
S-1 ACCESS LADDER HATCH DETAILS
S-TYPICAL PIPING DETAILS
S-3 TYPICAL PIPING DETAILS
S-4 TYPICAL PIPING DETAILS
S-5 TYPICAL PIPING DETAILS
S-TYPICAL CONCRETE DETAILS
S-TYPICAL CONCRETE DETAILS
M-11 TANK PIPING PLAN
M-1INLET PIPING PLAN AND ELEVATION
ECOVER SHEET
E1 NOTES, LEGENDS, SCHEDULES
EPOWER SINGLE LINE DIAGRAM
E3 ELECTRICAL DETAILS
E4 ELECTRICAL DETAILS
ES11 SITE PLAN VIEW
ES1ENLARGED VIEW - TANK 5
ES13 ENLARGED VIEW - STATION T5
ES14 ENLARGED VIEW - STATION T51
ES15 ENLARGED VIEW - STATION 3
I1 BILL OF MATERIALS LEGEND
I11 PANEL LAYOUT
I1 AC WIRING DIAGRAM
I31 DC WIRING DIAGRAM
I41 DISCRETE INPUT WIRING DIAGRAM 1
I4DISCRETE INPUT WIRING DIAGRAM 
I51 DISCRETE OUTPUT WIRING DIAGRAM
I1 ANALOG INPUT WIRING DIAGRAM
SHEET LIST TABLE
SHEET NO.SHEET TITLE
C.COVER SHEET
C.1 GENERAL NOTES
C.OVERALL - TRANSMISSION WATER LINE
C.3 OVERALL - DISTRIBUTION WATER LINE
W1.TANK 5 YARD PIPING GRADING PLAN
W1.1 TANK 5 YARD PIPING PROFILES
W1.TANK 5 OVERFLOW PIPING PROFILE
W.TANK 5 EROSION CONTROL
W3.TANK 5 TRANSMISSION WATER LINE STA. 1 - 1
W3.1 TANK 5 TRANSMISSION WATER LINE STA. 1 - END
W4.TANK 5 DISTRIBUTION WATER LINE STA. 11 - 11
W4.1 TANK 5 DISTRIBUTION WATER LINE STA. 11 - END
D1.WATER DETAILS I
D1.1 WATER DETAILS II
D1.WATER DETAILS III
D1.3 WATER DETAILS IV
D1.4 WATER DETAILS V
D1.5 WATER DETAILS VI
D1.EROSION DETAILS VII
LUPINE ROAD
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C.1
ENGINEERING GENERAL CONSTRUCTION NOTES
ENGINEERING SITE NOTES
ENGINEERING GRADING NOTES
PLAT 3C TANK 5 GENERAL NOTES MATERIALS NOTESGENERAL NOTES
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PROPOSED 3, GALLON
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INSIDE DIAMETER 55.

REFER TO STRUCTURAL DRAWINGS
FOR TANK DESIGN
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LEGEND
GENERAL NOTES
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PROPOSED 3, GALLON
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INSIDE DIA. 55.

REFER TO STRUCTURAL
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PROPOSED 3, GALLON
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INSIDE DIA. 55.

REFER TO STRUCTURAL
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GENERAL STRUCTURAL NOTES AND SPECIFICATIONS
1.GENERAL
A.These general structural notes and specifications supplement the project written technical specifications and the project
structural drawings.
B.The structures shown on the drawings have been designed for stability under final conditions only. These plans do not
include the necessary components or equipment for the structures during construction. The Contractor is responsible for
all construction bracing, temporary shoring, and other site safety controls required during construction in accordance with
all applicable Local, State and Federal regulations, to insure the stability and safety of all construction until it is completed
and self-supporting.
C.The Contractor is responsible for all water, both above and below ground, runoff and other environmental controls
required during construction to insure the site is maintained in compliance with all applicable Local, State and Federal
regulations.
D.Details on these plans are intended to depict the general construction details and methods for this structure. Connection
details and conditions not specifically shown that are similar in nature to those that are specified shall be assumed one
and the same. If questions regarding the application of details are encountered, notify the Engineer for clarification or
instruction.
E.Where these General Structural Notes, the Project Geotechnical Report and/or the Project Technical Specifications differ
or conflict, the more stringent requirement shall apply, unless otherwise directed by the Project Engineer.
F.Visits to the job site by the Engineer to observe the construction do not in any way mean that they are guarantors of the
Contractor's work, nor responsible for comprehensive or special inspections, coordination, supervision, nor safety at the
job site.
2.CONTRACTOR RESPONSIBILITY FOR COORDINATION
A.It is the Contractors Prime responsibility to coordinate the work shown on all of the Project Drawings, general, special and
technical specifications.
B.The Contractor is responsible to verify all existing construction material types dimensions, elevations and conditions.
C.The Contractor shall verify and coordinate the dimensions among all drawings and in the field prior to proceeding with any
work or fabrication, any discrepancy shall be immediately reported to the Engineer for direction and/or clarification. Any
construction work done by the Contractor before obtaining such clarification from the project Engineer shall be at the
Contractor's own risk and cost. Furthermore; any work required to correct, replace and/or restore the work as directed by
the Engineer shall be at the Contractor's own risk and cost.
D.No structural members shall be cut for pipes, ducts, etc. unless specifically detailed or approved in writing by the
Engineer.
3.CODES
A.Unless otherwise noted, all referenced building codes and standards refer to their current editions, including any local,
state, or federal amendments or changes, as adopted in the locality of the Project on the date these drawings are signed
and sealed by the Project Engineer.
B.GENERAL:
B.1.International Code Council, ICC, International Building Code, IBC.
B.2.Minimum Design Loads for Buildings and Other Structures, ASCE 7.
C.CONCRETE:
C.1.American Concrete Institute, ACI 301, Specifications for Structural Concrete.
C.2.American Concrete Institute, ACI 350, Code Requirements for Environmental Engineering Concrete Structures
D.STEEL:
D.1.American Institute of Steel Construction, AISC, Steel Construction Manual.
D.2.American Institute of Steel Construction, AISC 360, Specifications for Structural Steel Buildings.
D.3.American Institute of Steel Construction, AISC 341, Seismic Provisions for Structural Steel Buildings.
D.4.American Welding Society, AWS D1.1, Structural Welding Code.
4.DESIGN CRITERIA
A.Occupancy or Use; IBC Table 1607.1:
A.1.Water Storage Facility
A.1.a.Occupancy Category:U
A.1.b.Risk Category; ASCE Table 1.5-2:III
B.DEAD LOADS:
B.1.Tank Roof Dead Load:125 psf
B.2.Tank Cover Dead Load:195 psf
C.LIVE LOADS:
C.1.Tank Floor Live Load:570 psf
C.2.Tank Roof Live Load:150 psf
D.SNOW LOADS:
D.1.Ground Snow Load:Pg = 135 psf
D.2.Flat Roof Snow Load Pf = 112 psf
D.3.Importance Factor:Is = 1.10
D.4.Snow Exposure Factor:Ce = 0.9
D.5.Thermal Factor:Ct = 1.2
E.WIND:
E.1.Basic Wind Speed:V = 109 mph
E.2.Wind Site Exposure:C
F.SEISMIC:
F.1.Seismic Importance Factor:Ie = 1.25
F.2.Mapped Spectral Response Acceleration:
F.2.a.Short Period Acceleration: Ss = 0.884
F.2.b.1-Second Acceleration:S1 = 0.319
F.3.Site Class (Soil Profile):C
F.4.Spectral Response Coefficients:
F.4.a.Short Period Acceleration:Sds = 0.707
F.4.b.1-Second Acceleration:Sd1 = 0.319
F.5.Seismic Design Category:D
G.SOIL LOADS:
G.1.Soil density: 120 pcf
G.2.Active Lateral Equivalent Fluid Pressure: 34 pcf
G.3.At-Rest Lateral Equivalent Fluid Pressure: 56 pcf
5.SPECIAL INSPECTIONS Special Inspections per IBC Chapter 17 are required for the following items:
6.SUBMITTALS
A.Submit required copies, one (1) electronic .pdf file or three (3) minimum hardcopy, of product or material design
information to the Engineer for review for the following items:
A.1.Concrete mix designs and admixtures.
A.2.Non-shrink grout.
A.3.Expansion bolts.
A.4.Epoxy Anchors.
B.Submit required copies of shop drawings, one (1) electronic .pdf file or three (3) minimum hardcopy, to the Engineer for
review prior to fabrication of the following items:
B.1.Reinforcing steel for all concrete.
B.2.Structural steel.
B.3.Miscellaneous steel fabrications including, but not limited to, stairs, ladders, grating, floor plate, railing, support
brackets, vent pipes, access doors and hatches, etc.
B.4.Concrete control joint locations, and pour sequence in concrete tanks/basins for liquid retaining structures. Control
joint spacing of 60'-0" maximum spacing.
7.FOUNDATIONS
A.All footings to be placed on firm undisturbed, inorganic material. Proof roll sub-grade prior to placing concrete where the
material has been disturbed by the excavating equipment.
B.All soil bearing surfaces shall be inspected by the Geotechnical Engineer prior to placement of reinforcing steel.
C.All piers and footings outside or at the perimeter of the structure, or in other unheated areas shall be set to a depth of at
least 36" below finish grade, unless otherwise noted on the plans.
D.All foundations and retaining walls below finish grade shall receive an approved damp-proof coating. Foundation walls
below maximum anticipated ground water levels shall receive an approved water-proof coating; extend water-proofing to a
minimum of 1-ft above the maximum anticipated ground water level.
E.Allowable bearing pressure for all footings Qa=4,000 psf on 36 inches of structural fill.
F.Excavations shall be shored as required to prevent subsidence or damage to adjacent existing structures, streets, utilities,
etc.
G.Local areas of soft and/or unacceptable material encountered at bottom of footing elevations indicated on the plans must
be over-excavated and brought up to design grade with compacted structural fill or lean concrete fill, at no additional cost
to the owner.
H.All structural fill and/or backfill shall meet the requirements of specification section 31 20 00 and all related sections.
I.Design for the mitigation of subsurface water flow and/or perched water tables shall be the responsibility of others.
J.The Engineer shall be notified in writing if any ground water, clay type soils, debris or unconsolidated materials are
encountered during excavations for foundations.
K.For water retaining structures, do not backfill walls until structure has been leak tested and supporting floors or roof are
completed and in place.
L.Refer to the final Project Geotechnical Reports by Langan Engineering and Environmental Services, Inc. the first dated
January 15, 2025 titled "Geologic Hazards and Geotechnical Report - Plat 3C Waterlines, Booster Pump, and Tank 5"
which shall be considered part of these plans and specifications.
8.CONCRETE
A.GENERAL
A.1.Concrete shall be proportioned to provide an average compressive strength, f'c, as prescribed in ACI 350 and shall
satisfy the durability criteria of ACI 350.
B.PROJECT CONCRETE MIX TYPES: Concrete shall be proportioned and furnished for the various project uses as
indicated on the plans and as follows:
B.1.M3000-sec: Secondary concrete mix for fill and backfill around buried pipes which do not occur underneath
structural footings and foundation slabs: f'c = 3,000 psi, Absolute water-cement ratio by weight = 0.55, Air Content =
6% (+/- 1.5%), maximum aggregate size 3/4-inch; slump 8-inch.
B.2.M4000-sec: Secondary concrete mix for fill and backfill around buried pipes underneath structural footings and
foundation slabs: f'c = 4,000 psi, Absolute water-cement ratio by weight = 0.45, Air Content = 6% (+/- 1.5%),
maximum aggregate size 1-inch; slump 3 to 5 inches.
B.3.M4000-std: Standard structural concrete mix for non-liquid-retaining structural concrete, including all structural
walls, columns, foundation and roof slabs, and beams: f'c = 4,000 psi, Absolute water-cement ratio by weight =
0.45, Air Content = 6% (+/-1.5%), maximum aggregate size 34-inch
B.4.M5000-std: Standard structural concrete mix for liquid-retaining structural concrete, including all structural walls,
columns, foundation and roof slabs, and beams: f'c = 5,000 psi, Absolute water-cement ratio by weight = 0.45, Air
Content = 6% (+/-1.5%), maximum aggregate size 1-inch.
B.5.M5000-sps: Super-plasticized concrete mix for liquid-retaining concrete structural walls and foundation slabs: f'c =
5,000 psi, absolute water-cement ratio by weight = 0.40, air content = 6% (+/- 1.5%)
C.CONCRETE MIX COMPONENTS.
C.1.A water-reducing admixture conforming to ASTM C494, used in strict conformance with the manufacturer's
instructions, shall be incorporated in all concrete mix designs.
C.2.For all water-retaining concrete structural walls and slabs, a high-range water-reducing (HRWR) admixture
conforming to ASTM C494, Type F or G, shall be used. The total slump shall be less than 10-in.
C.3.Higher water-cement ratios than shown above may be used if substantiated in accordance with ACI 318.
C.4.Fly-ash conforming to ASTM C618 Type F or C, may replace up to 20% of the cement content, provided that the
mix strength is substantiated by test data.
C.5.Cement: ASTM C150 Type II.
C.6.Cement: ASTM C845 Type E-1 (K) for Shrinkage Compensating mixes.
C.7.Water: Clean & Potable.
C.8.Air entraining agent: ASTM C260. Except where concrete is noted to be non-air entrained.
C.9.Aggregate: 1-inch Maximum aggregate per ASTM C33. Unless noted otherwise.
C.10.Mix Proportioning: ACI 211.1 and 350R.
D.CONCRETE ACCESSORIES:
D.1.REINFORCING STEEL: Reinforcing steel shall conform to ASTM A615 Grade 60; #3 bars may be Grade 40.
D.2.WELDED WIRE FABRIC: ASTM A185 or A497.
D.3.WIRE: Plain wire shall conform to ASTM A 82. Deformed wire shall conform to ASTM A 496, and Epoxy coated
wire shall conform to ASTM A 884.
D.4.JOINTING MATERIALS: In accordance with ACI 350 Section 4.5.2. All jointing materials including water-stops,
expansion joints and sealants, shall be resistant to chemical attack for the design life of the facility. Sealants shall
conform to ASTM C 920 and Federal Specification TT-S-00277E and PVC Water-stop shall conform to ASTM D
570, ASTM D 746, STM D 1149 and CRD-C572.
E.NON-SHRINK GROUT: All non-shrink grout noted on the plans shall be non-shrink, non-metallic grout with a minimum
28-day compressive strength of 7,000 psi.
F.EXPANSION BOLTS: Bolts noted on the plans as Expansion Bolts shall be HILTI Kwik Bolt-II, stud anchors; size and
embedment as noted on the drawings, installed per the manufacturers recommendations; or an approved equal.
G.EPOXY SET BOLTS & REBAR: Bolts and reinforcing steel bars noted on the plans as Epoxy or Construction Adhesive
Set Bolts or Rebar shall be set in place utilizing the SIMPSON SET High Strength Epoxy system; size and embedment as
noted on the drawings, installed per the manufacturers recommendations; or an approved equal.
H.CONCRETE PROPORTIONS.
H.1.Concrete mix proportioning shall be in accordance with ACI 211.1; Standard Practice for Selecting Proportions for
Normal, Heavyweight, and Mass Concrete.
H.2.Concrete mix proportioning for lightweight concrete shall be in accordance with ACI 211.2; Standard Practice for
Selecting Proportions for Lightweight Concrete.
I.CONCRETE MIX VERIFICATION: Concrete mix designs shall be verified by standard 28-day cylinder tests per ASTM
C39.
J.EVALUATION AND ACCEPTANCE OF CONCRETE. Concrete shall be tested in accordance with the requirements of
ACI 318/350.
K.MIXING & PLACING CONCRETE. Concrete shall be prepared, mixed, placed and consolidated in accordance with ACI
318/350 and as follows:
K.1.ACI 304; Guide for Measuring, Mixing, Transporting, and Placing Concrete.
K.2.ACI 309; Guide for Consolidation of Concrete.
L.MINIMUM TIME BETWEEN ADJACENT PLACEMENTS:
L.1.Non-liquid Retaining Structures:
L.1.a.Construction Joints: Five (5) days wet cure, or seven (7) days dry cure.
L.1.b.Control Joints: Two (2) days.
L.1.c.Expansion Joints: One (1) day.
L.2.Floor Slabs:
L.2.a.Construction Joints: Seven (7) days wet cure, or ten (10) days dry cure.
L.2.b.Control Joints: Four (4) days.
L.2.c.Expansion Joints: One (1) day.
L.3.Liquid Retaining Structures:
L.3.a.Construction Joints: Ten (10) days wet cure, or fourteen (14) days dry cure.
L.3.b.Control Joints: Six (6) days.
M.HORIZONTAL JOINTS IN REINFORCED CONCRETE WALLS:
M.1.Provide a layer of slurry concrete in the bottom of all horizontal wall joints, 2-inch thick. Thoroughly vibrate to mix
concrete & slurry together.
N.HORIZONTAL CONSTRUCTION JOINTS CONTAINING WATER-STOP.
N.1.Unless otherwise specifically directed, in all horizontal construction joints in new concrete construction containing
water-stops, provide an initial layer of slurry mix to aid in consolidation of freshly placed concrete at the joint
interface.
N.2.Slurry mix shall be a mixture of 3/8-inch maximum aggregate, sand, cement and water.
N.3.Place slurry mix 2-inch minimum to 4-inch maximum in thickness.
N.4.Place with buckets or other means permitting visual verification that only enough slurry mix is deposited in the
vicinity of the concrete pour to meet the thickness requirements.
N.5.Place concrete over slurry mix while slurry mix is still flowable.
N.6.Limit initial concrete placement on top of slurry mix to 12-inches in thickness. Thoroughly vibrate and consolidate
concrete and slurry mix together.
O.CONCRETE CURING. Concrete shall be maintained above 50-degrees F and in a moist condition for at least 7 days
after placement, except when cured in accordance with ACI 318.
O.1.Curing of concrete shall be per the recommendations given in ACI 308; Guide to Curing Concrete.
P.COLD WEATHER REQUIREMENTS. Adequate equipment shall be provided for heating concrete materials and
protecting concrete during freezing or near-freezing weather. The recommended procedures listed in ACI 306; Cold
Weather Concreting shall be followed.
P.1.Cold weather is defined as a period when, for more than three (3) consecutive days, the following conditions exist:
P.1.a.The average daily air temperature is less than 40-degrees F and
P.1.b.The air temperature is not greater than 50-degrees F, for more than one-half of any 24-hour period.
Q.HOT WEATHER REQUIREMENTS. During hot weather, proper attention shall be given to ingredients, production
methods, handling, placing, protection, and curing to prevent excessive concrete temperatures or water evaporation that
Special Inspections
All special inspection shall be performed by approved inspectors.
Material Frequency
A.Soils. (By Geotechnical Engineer)
A.1.Site preparation Periodic
A.2.Site excavations Periodic
A.3.Fill material verification Continuous
A.4.Fill placement and compaction Continuous
A.5.Lift thickness Continuous
B.Concrete
B.1.Reinforcement placement Periodic
B.2.Reinforcing welding Refer to Steel Welding
Requirements
B.3.Placement of cast-in-place anchors Periodic
B.4.Verification of use of required mix Periodic
B.5.Concrete placement Continuous
B.6.Concrete curing maintenance Periodic
B.7.Verification of in-situ concrete prior to removal of forms and shores from
elevated beams and slabs Periodic
B.8.Verification of formwork Periodic
C.Post Installed Concrete Anchors
C.1.Installation Continuous
D.Structural steel
D.1.Fabrication of structural elements Periodic
D.2.Material verification of structural steel Periodic
D.3.Material verification of high strength bolts Periodic
D.4.Material verification of anchor bolts and threaded rods Periodic
D.5.Material verification of weld filler materials Periodic
D.6.Welding stair and railing systems Periodic
D.7.Snug-tight high strength bolt installation Periodic
D.8.Welding performed in the shop of an Approved Fabricator shall not require
Special Inspection.-----
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
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could impair required strength or serviceability of the member or structure. The recommended procedures listed in ACI
305; Hot Weather Concreting shall be followed.
Q.1.Hot weather is any combination of the following conditions that tends to impair the quality of freshly mixed or
hardened concrete by accelerating the rate of moisture loss and rate of cement hydration, or otherwise causing
detrimental results:
Q.1.a.High ambient temperature.
Q.1.b.High concrete temperature.
Q.1.c.Low relative humidity.
Q.1.d.Wind speed.
Q.1.e.Solar radiation.
9.FORMWORK.
A.Forms shall result in a final structure that conforms to shapes, lines, and dimensions of the members as required by the
design drawings and specifications.
A.1.Design of formwork shall be in accordance with ACI 318/350.
A.2.Formwork shall be in accordance with ACI 347; Guide to
Formwork for Concrete.
B.Tolerances for finished concrete surfaces shall meet the following requirements, class of surface is per ACI 117 Section
4.8.3:
B.1.Footings: Class C
B.2.Foundation walls: Class B
B.3.Above grade concrete not visible to sight: Class B
B.4.Above-grade concrete visible to sight: Class A
C.REMOVAL OF FORMS.
C.1.Concrete forms shall not be removed until the retained concrete has reached the following minimum percentage of
the required 28 day compressive strength:
C.1.a.Footings and base slabs on grade: 50% of f'c.
C.1.b.Foundation walls and columns: 67% of f'c.
C.1.c.Elevated structural slabs, beams & joists: 95% f'c.
C.2.Where concrete cylinder tests are not available for strength verification the following guide may be used when
permitted by the Project Engineer:
C.2.a.Footings and base slabs on grade: 12 hours.
C.2.b.Foundation walls and columns: 24 hours.
C.2.c.Elevated structural slabs, beams and joists:
C.2.c.1.Spans under 10-feet: 4 days
C.2.c.2.Spans between 10-feet and 15-feet.: 7 days.
C.2.c.3.Spans between 15-feet and 20-feet: 10 days
C.2.c.4.Spans greater than 20-feet: by cylinder strength verification only.
D.OPENINGS AND EMBEDMENTS IN CONCRETE.
D.1.Conduits, pipes, and sleeves of any material not harmful to concrete and within limitations of ACI 318/350 shall be
permitted to be embedded in concrete with approval of the Project Engineer, provided they are not considered to
replace structurally the displaced concrete, except as provided per code requirements.
D.2.The Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, and inserts prior
to placement of concrete.
D.3.Conduits and pipes of aluminum shall not be embedded in structural concrete unless effectively coated or covered
to prevent aluminum-concrete reaction or electrolytic action between aluminum and steel.
E.CONSTRUCTION JOINTS.
E.1.Construction joints shall only be placed where indicated on the project drawings or as approved by the Project
Engineer. Contractor may revise the locations of joints, subject to specified requirements, and shall submit all
revised joint locations for review by the engineer prior to placing any concrete.
E.2.Continuous waterstop as specified shall be installed in all construction joints except where specifically noted
otherwise.
E.3.Roughen and clean all construction joints as specified prior to placing adjacent concrete. Sandblasting or other
preparation of horizontal and vertical joints is required.
E.4.Construction joints shall be constructed in accordance with ACI 318/350.
10.DETAILS OF REINFORCEMENT.
A.Placement of all reinforcing steel within concrete structures shall be in conformance with ACI 318/350.
B.All reinforcing steel shall be uncoated unless specifically noted otherwise.
C.Reinforcing steel hooks, bends, ties, splices and other reinforcement details shall be in accordance with ACI 315; Details
and Detailing of Concrete Reinforcement.
D.All reinforcing steel shall be bent by the fabricator prior to delivery to the site. Reinforcing steel shall not be field bent,
unless specifically approved by the Engineer in writing.
E.Spacing limits for reinforcement shall be in conformance with ACI 318/350.
F.Concrete protection for reinforcement. Unless noted elsewhere on the drawings, all reinforcing steel shall have the
following concrete cover:
F.1.For non-liquid containing concrete structures; per ACI 318:
F.1.a.Concrete cast against earth: 3.00 inch
F.1.b.Concrete exposed to earth or weather;
F.1.b.1.No. 5 or smaller bars: 1.50-inch
F.1.b.2.No. 6 or larger bars: 2.00-inch
F.1.c.Concrete not exposed to earth or weather;
F.1.c.1.No. 11 or smaller bars: 0.75-inch
F.1.c.2.No. 14 or larger bars: 1.50-inch
F.1.d.Beams and columns;
F.1.d.1.Primary rein., ties, stirrups or spirals: 1.50-inch
F.2.For liquid containing concrete structures; per ACI 350 Section:
F.2.a.Concrete cast against earth: 3.00 inch
F.2.b.Concrete exposed to earth, liquid or weather;
F.2.b.1.Slabs and joints: 2.00-inch
F.2.b.2.Walls: 2.00-inch
F.2.c.Beams and columns;
F.2.c.1.Ties, stirrups or spirals: 2.00-inch
F.2.c.2.Primary reinforcement: 2.50-inch
F.2.d.Footings and base slabs;
F.2.d.1.Formed surfaces: 2.00-inch
F.2.d.2.Top of footings and base slabs: 2.00-inch
G.Concrete blocks or plastic-coated bar chairs shall be provided for support of all slab reinforcing steel, sufficient in number
to prevent settlement or sagging, but in no case shall such support be continuous. Metal clips or supports shall not be
placed in contact with the forms or the sub-grade.
H.Dowels and anchor bolts shall be wired or otherwise held in correct position prior to placing concrete. Care shall be taken
to insure that dowels and anchor bolts remain plum after concrete is poured and vibrated. In no case shall dowels or
anchor bolts be stabbed into freshly poured concrete.
I.Provide dowels in footings and at construction joints to match vertical reinforcing bar size and spacing, unless otherwise
noted on the drawings.
J.Where drilled in anchors are to be post-installed into concrete surfaces take care to locate reinforcing steel so that it will
not interfere with the drilling operations. Move bars plus or minus 1 to 2 inches in order to avoid drilling conflicts.
K.All bar bends, hooks, splices and other reinforcing steel details shall conform to the requirements of ACI 315.
L.Unless otherwise noted on the plans all bars shall be spliced with a minimum Class B lap splice; lap splices of deformed
bars and deformed wire in tension zones shall be Class A splices.
M.At all corners and wall intersections provide bent bars to match the horizontal reinforcing steel and in accordance with the
typical corner reinforcing details.
N.Chamfer all exposed corners and fillet entrant angles 3/4-inch unless otherwise noted on the drawings.
O.WATERSTOP.
O.1.All control and construction joints in liquid-retaining structures shall be doweled, keyed and provided with
continuous water-stop, per the typical details, technical specifications or as directed by the Project Engineer.
O.2.Install waterstop per manufacturer's recommendations. Waterstop shall be enveloped with concrete free of air
pockets and debris. Prior to construction, the Contractor will demonstrate the method of placement of the concrete
around the waterstop to the Engineer.
P.At slab and wall openings provide a minimum of (4) #5 bars; over, under and at either side of the openings. Extend these
bars a minimum of 24-in. past the opening edge. Provide (1) matt of (4) #5 bars for walls or slabs with single-layer
reinforcing and (2) matts of (4) #5 bars for double-layer reinforcing walls or slabs. Provide #4, 48-inch long diagonal bars
at each re-entrant corner in slabs; (1) bar for slabs with single layer reinforcing and (2) bars for slabs with double layer
reinforcing.
11.CONCRETE FINISHING. All concrete surfaces shall be finished in accordance with ACI 301.
A.Formed Concrete Surfaces. After removal of forms, give each formed surface one or more of the following finishes in
conformance with ACI 301:
A.1.Non-liquid Retaining Concrete Structures:
A.1.a.Concrete footings and foundations not exposed to view. Provide an As-Cast, SF-1.0 surface finish.
A.1.b.Foundation wall and other surfaces below grade and not exposed to view. Provide an As-Cast, SF-1.0
surface finish.
A.1.c.Interior, exterior and top surfaces exposed to view to 6-inches below grade. Provide an Smooth-rubbed,
SF-2.0 surface finish.
A.1.d.Column, beam and joist surfaces that are exposed to Provide an Smooth-rubbed, SF-2.0 surface finish.
A.1.e.Interior concrete surfaces to be painted or receive other coating systems. Provide an As-cast, SF-3.0
surface finish.
A.2.Liquid Retaining Concrete Structures:
A.2.a.Interior surfaces from top of wall to floor slab, exterior and top surfaces exposed to view to 6-inches
below. Pressure wash all concrete surfaces with high-pressure water and provide a Grout-cleaned
rubbed, SF-2.0 surface finish.
A.2.b.Surfaces below grade and not exposed to view. Provide a Smooth-rubbed, SF-2.0 surface finish.
B.Unformed Concrete Surfaces. Unformed concrete surfaces including the top surface of all concrete roof and floor slabs
shall be finished in accordance with ACI 301 and ACI 302.
B.1.For the top surfaces of walls, provide a scratch finish.
B.2.Interior areas receiving only light foot traffic shall receive a Troweled finish.
B.3.Interior garage, industrial or work areas subject to equipment or traffic loads shall receive a Broom finish.
B.4.Provide a Nonslip finish for exterior surfaces and where indicated on the plans.
C.Sawed contraction joints. Conform to ACI 301.
12.WATER-RETAINING CONCRETE STRUCTURES:
A.All materials used for water-retaining structures and associated mechanical devices which may come into contact with
culinary water shall comply with ANSI/NSF 61. This includes, but is not limited to, concrete, concrete admixtures, release
agents, sealers, piping, and metals.
B.Concrete tanks, vaults, wells and other structures intended to retain and hold water or other liquids shall be water-tight
structures. The water-resisting walls and floor slabs shall be of monolithic concrete construction with water-tight joints,
constructed as indicated on the plans or as directed by the Project Engineer. Water-resisting walls and floors shall be
uniform in finished construction free of spalls, pockets, blemishes and or cracks that may weep or leak.
C.Cracks found in water-resisting walls, floors and/or foundation slabs that may weep or leak shall be repaired and/or sealed
per the Project Specifications, notes or as approved by the project engineer.
13.STRUCTURAL STEEL AND METAL FABRICATIONS
A.STEEL MATERIALS:
A.1.W & WT SHAPES: ASTM A572 Grade 50 with special requirements per AISC Technical Bulletin #3, dated March
1997; or ASTM A992 Grade 50, Fy=50 ksi.
A.2.M & S SHAPES: ASTM A36, Fy=36 ksi.
A.3.PLATES, BARS, CHANNELS & ANGLES: ASTM A36, Fy=36 ksi.
A.4.STEEL PIPE: ASTM A53 Grade B, Fy=35 ksi.
A.5.SQUARE, RECTANGULAR HSS, STEEL TUBING: ASTM A500 Grade B, Fy=46 ksi.
A.6.RAISED PATTERN FLOOR PLATE: ASTM A786. Fy=36 ksi.
B.STRUCTURAL BOLTS: High Strength Bolts shall be ASTM A325, Type 1. Nuts for High Strength Bolts shall conform to
ASTM A563, Grade DH, Heavy Hex.
C.ANCHOR RODS: Anchor Rods (bolts set into concrete) shall be ASTM F1554, Fy=36 ksi. Nuts for anchor rods shall
conform to ASTM A563, Grade A, Heavy Hex.
D.THREADED STEEL RODS: Threaded steel rods shall conform to ASTM A36, Fy=36 ksi. Nuts for threaded rods shall
conform to ASTM A563, Grade A, Heavy Hex.
E.WASHERS: All washers shall conform to ASTM F436.
F.BOLT PLACEMENT: All bolts shall be on member standard gage lines except as noted otherwise.
G.BLIND CONNECTION BOLTS FOR HSS SHAPES: Where bolted connections are indicated to be made to HSS shapes
where access is unavailable to the back side of the fastener provide Type HB - Hollo-Bolt by Lindapter or approved equal.
Bolt size shall be as indicated on the plans for the thickness of materials to be joined as indicated. Install bolts per the
manufacturer's specifications. Provide galvanized fasteners for all exterior applications.
H.All structural steel shall be fabricated and erected in conformance with the AISC manual of steel construction, current
edition.
I.All structural steel and miscellaneous metal to be connected shall be clean and free of paint, oil, soil, or other materials
which would inhibit weld bonding or connection of the members.
J.All structural steel and miscellaneous metal to be embedded in concrete shall be clean and free of paint, oil, soil, or other
materials which would inhibit bonding of metal and concrete.
K.WELDING OF STRUCTURAL STEEL:
K.1.All welding shall conform to the requirements of the current AWS Structural Welding Code D1.1, current edition
K.2.Weld Metal: Fexx=70 ksi, typical unless otherwise noted or required by AWS.
K.3.All welders shall be tested and certified by an independent testing agency.
K.4.Qualification of welders shall be in accordance with the Specifications for Standard Qualification Procedure of the
AWS.
K.5.All welds found defective shall be repaired and/or replaced and retested for adequacy at the Contractor's expense.
K.6.At all field welds, embed plates, and angles; low heat and intermittent welds shall be utilized to avoid spalling or
cracking the existing concrete.
GENERAL STRUCTURAL NOTES AND SPECIFICATIONS CONTINUED
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
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ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
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A B C D
18
'
-
6
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18
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-
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"
18
'
-
6
"
1'
-
0
"
1'
-
0
"
55
'
-
0
"
18'-6"18'-0"18'-6"1'-0"1'-0"
55'-0"
SEE CIVIL DRAWINGS
12" TANK
OVERFLOW LINE
6" SOLID TANK
FOOTING DRAIN
8" TANK DRAIN
LINE
TANK DRAIN
LOW POINT
12" TANK
OUTLET LINE
SEE CIVIL
DRAWINGS
TANK FOOTING
DRAIN HIGH POINT
8" THICK CONCRETE SLAB
ON GRADE. SLOPE TO
DRAIN. SEE SHEET S-102.
SEE CIVIL
DRAWINGS
10" TANK INLET
LINE
D1
S-905
A2
S-905
TYP. (2)
PLACES
D1
S
-
5
0
1
B2
S-904
TYP. (2)
PLACES
B3
S-902
D2
S-501 COLUMN,
TYP.
SLOPE 2.0%
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FLOOR CONSTRUCTION
JOINT, SEE NOTE 31'
-
6
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SLOPE 2.0%
B1
S-905
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
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SCALE:
TANK FLOOR FOUNDATION PLAN
1/4"=1'-0"
N
PLAN NOTES:
1.PLACE 6" MIN. OF FREE DRAINING GRANULAR MATERIAL AND GEOTEXTILE FABRIC
BENEATH ENTIRE FOUNDATION. SEE SHEET S-301 AND CIVIL SHEETS. GRADATION
PER SPECIFICATIONS.
2.CENTER FLOOR REINFORCING IN CONCRETE SLAB ON GRADE. BOTTOM BARS OF
REINFORCING SHALL MAINTAIN 3" MINIMUM CLEAR FROM BOTTOM OF CONCRETE.
3.TANK FLOOR MAY BE PLACED IN A SINGLE PLACEMENT. IF CONSTRUCTION JOINTS
ARE USED, JOINTS SHALL BE LOCATED AS SHOWN. SEE THE TANK WALL FOOTING
AND FLOOR SLAB CONSTRUCTION JOINT DETAIL A2/S-905.
4.FOR PIPING SEE SHEETS M-101 AND CIVIL SHEETS.
5.ALL SURFACES, PIPING, MISCELLANEOUS METAL FABRICATIONS, AND RELATED
COMPONENTS WITHIN THE TANK INTERIOR, OR IN CONTACT WITH WATER, SHALL
BE NSF 61 APPROVED.
ST ATE O F U T AH
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OFES O A L
G
INEER
SEALELECTRONIC
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SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
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2
A B
8'-0"
8'
-
0
"
27
'
-
6
"
4'
-
6
"
2'
-
6
"
1'
-
0
"
TANK WALL
#6 RADIAL BARS @ 12"
O.C., BOTTOM MAT OF
FOOTING, TYP.
(6) #5 CIRCUMFERENTIAL
BARS BOTTOM MAT OF
FOOTING
℄
℄
27'-6"
D1
S-501
D2
S-501
(8) #6 BARS EA WAY
BOTTOM MAT
COLUMNS, TYP.
#6 BARS @ 12" O.C.
EA WAY CENTERED
IN SLAB
FLOOR REINFORCING
CONTINUOUS OVER TOP
OF WALL FOOTING
SCALE:
FOUNDATION REINFORCING PLAN
1/2"=1'-0"Th
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AS

S
H
O
W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
CO
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F
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PL
A
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S-102
57
-
2
4
-
0
3
9
WA
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PLAN NOTES:
1.WALL AND COLUMN DOWELS NOT SHOWN FOR CLARITY.
2.FOOTING/FLOOR REINFORCEMENT IS SYMMETRICAL ABOUT TANK CENTERLINE.
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
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A B C D
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55
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18'-6"18'-0"18'-6"
6'-0"
END STRIP
9'-0"
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9'-0"
COLUMN STRIP
9'-0"
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2'-9
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A1
S-901
B
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S-904
TANK AIR VENT,
TYP.
C1
S-901
SCALE:
TANK ROOF REINFORCING PLAN
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AS

S
H
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W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
CO
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S
T
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PR
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L
I
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A
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NO
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F
O
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PL
A
N
S
S-103
57
-
2
4
-
0
3
9
WA
S
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P
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ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
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CO
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S
T
R
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C
T
I
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N
NO
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CO
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TOF
100.00'
TOW
120.00'
℄ TANK
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
SOIL COVER OVER TANK
36" MAX. SEE CIVIL
DRAWINGS FOR GRADING
TO DRAIN:
99.54'
EXTERIOR WALL &
FOOTING, SEE D1/S-501
FOR REINFORCING,
TYP.
A3
S-502
A3
S-502
SEE DETAIL B1/S-502
FOR COLUMN TO
ROOF REINFORCING,
TYP.
TO DRAIN:
122.125'
36" MIN. IMPORTED STRUCTURAL
FILL, COMPACTED TO CONTRACT
SPECIFICATIONS
6" THICK CRUSHED FREE DRAINING
GRANULAR MATERIAL (AGGREGATE
TYPE A1) BENEATH FOOTINGS AND
FLOOR SLAB, COMPACTED PER
CONTRACT SPECIFICATIONS, TYP.
6 OZ. NON-WOVEN
GEOTEXTILE FABRIC
UNDER GRAVEL LAYER
NOTE:
VIEW SHOWN IS FOR COLUMN STRIP
SECTION ADJACENT TO THE TANK
CENTERLINE. OTHER COLUMN STRIP
SECTIONS ARE SIMIALR.
SEE DETAIL D1/S-502
FOR COLUMN FOOTING
REINFORCING, TYP.
TO ACCESS HATCH
125.50'
MID STRIP COLUMN STRIPCOLUMN STRIP
A C D
19'-6"9'-0"19'-6"
END STRIP MID STRIP
9'-0"
MID STRIP END STRIP
℄ TANK
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
SLOPE ROOF 2.0% FROM
CENTER OF TANK, TYP.
EXTERIOR WALL, SEE
DETAIL D1/S-502 FOR
REINFORCING, TYP.
SEE DETAIL B1/S-502
FOR COLUMN TO ROOF
REINFORCING, TYP.
NOTES:
1.SECTION SHOWN IS FOR TYPICAL COLUMN STRIPS AND IS INTENDED TO
CLARIFY ACCEPTABLE LAP LOCATIONS FOR TANK REINFORCEMENT.
OTHER COLUMN STRIPS AND MIDDLE STRIPS ARE SIMILAR.
2.REFER TO ROOF REINFORCING PLAN, SHEET S-103 FOR REINFORCEMENT
REQUIREMENTS.
3.BOTTOM BARS SHALL BE 2" CLEAR AT BOTTOM OF SLAB, AND TOP BARS
SHALL BE 2" CLEAR AT TOP OF SLAB.
4.ALL BARS IN THE SAME DIRECTION IN THE SAME LAYER (TOP AND BOTTOM)
SHALL BE IN THE SAME PLANE. DO NOT WEAVE REINFORCEMENT.
5.IN REINFORCEMENT BAR IS CONTINUOUS ACROSS ADJACENT SPANS, NO
LAP IS REQUIRED. IF LAPS ARE NEEDED, THEY MUST BE MADE AT THE
LOCATIONS SHOWN. DIMENSIONS SHOWN ARE TO THE CENTER OF THE
LAP.
B
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AS

S
H
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W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
CO
N
S
T
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U
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PR
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A
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NO
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F
O
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PL
A
N
S
S-301
57
-
2
4
-
0
3
9
WA
S
A
T
C
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P
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SCALE:D1 ROOF SLAB REINFORCEMENT SECTION
1/4"=1'-0"
SCALE:B1 TANK SECTION
1/4"=1'-0"
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
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CO
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S
T
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T
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TOF
100.00'
TOW
120.00'
20
'
-
0
"
3'-0"
4'-0"
TYP.
3'
-
0
"
MA
X
.
12
"
MA
X
.
1'
-
0
"
HYDROPHILIC WATERSTOP,
PLACE IN CENTER OF WALL
#6 DOWELS @ 9" O.C.
2" CLR
TYP.
1'-0"
#5 VERTICAL BARS
@9" O.C. EA FACE
#5 HORIZONTAL @
9" O.C. EA FACE
6 OZ. NON-WOVEN
GEOTEXTILE
FABRIC
12" FREE DRAINING
BACKFILL
#6 DOWELS @ 6" O.C.
TYPICAL FLOOR
SLAB REINF, CENTER
IN SLAB1'-0"
LAP
2'-6"1'-0"4'-6"
8'-0"
PVC WATERTOP, SEE
TYPICAL DETAILS
STD 90°
HOOK, TYP.6" PERFORATED
CORRUGATED HDPE
DRAIN PIPE. SLOPE AT
0.5% AROUND TANK.
ELEVATION VARIES
6" MIN. FREE
DRAINING GRAVEL
AROUND DRAIN PIPE
(6) #5xCONT.
CIRCUMFERENTIAL
BARS EQUALLY
SPACED BOTTOM
#7 RADIAL
BARS @ 12"
O.C. BOTTOM
NOTES:
1.THE BOTTOM 2 INCHES OF WALL IS TO BE PLACED WITH GROUT DURING WALL PLACEMENT, SEE
SPECIFICATIONS.
2.FORM WORK TOLERANCES SHALL CONFORM TO ACI 347, STANDARD PRACTICE FOR CONCRETE WORK. IN NO
CASE SHALL THE FINISHED CONCRETE WALL BE OUT OF PLUMB BY MORE THAN ±3/8".
3.COMPACT BACKFILL AROUND TANK AS SPECIFIED. BRING UP THE BACKFILL AROUND THE TANK SYMMETRICALLY
AND IN UNIFORM LIFTS.
4.FOR TANK EXCAVATION AND BACKFILL REQUIREMENTS SEE S-301 AND CIVIL DRAWINGS.
5.FOR WALL SPLICE REQUIREMENTS, SEE TYPICAL SPLICE DETAIL B3/S-905.
6.SEE DETAIL C1/S-905 FOR FORM TIE THROUGH BOLT SEAL.
7.PROVIDE EXTERIOR PAINT OR STAIN TO ALL CONCRETE SURFACES EXPOSED TO VIEW. THEMEC SERIES 156
ENVIROCRETE OR APPROVED EQUAL. COLOR(S) AS SELECTED BY OWNER. SEE SPECIFICATIONS.
8.SEE B1/S-301 FOR FOUNDATION BASE MATERIALS.
1'
-
4
"
12
"
2"

C
L
R
2"

C
L
R
ROOF SLAB, SLOPE
AND REINF. PER PLAN
TERMINATE SPIRAL
REINF. BELOW
ROOF SLAB REINF.℄
4'-0"4'-0"
10
"
STD 90°
HOOK, TYP
BARS SPLICE,
SEE NOTE 2
#5 BARS @ 12"
O.C. EA WAY
CONCRETE
COLUMN
A3
S-501
NOTES:
1.REFER TO ROOF REINFORCING PLAN
FOR ROOF SLAB REINFORCING. SEE
SHEET S-103.
2.(1) CONTINUOUS ROOF SLAB BAR SHALL
PASS THROUGH THE CORE OF THE
COLUMN, EACH DIRECTION.
8"
A3
S-501
CONCRETE
COLUMN
(6) #6 DOWELS,
MATCH VERTICAL
BAR SPACING
TYPICAL FLOOR
SLAB REINF. PER
PLAN
℄
3'-7 12"3'-7 12"
8'-3"
2'
-
9
"
LA
P
SPIRALS MUST
EXTEND TO BOTTOM
MAT OF FOOTING
3"

C
L
R
TY
P
.
NOTE:
SEE B1/S-301 FOR FOUNDATION
BASE MATERIALS.
1'
-
4
"
2"
C
L
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.

(
T
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P
)
#4 SPIRAL REINFORCING
AT 3" MAX PITCH
(CENTER TO CENTER)
20"Ø CONCRETE
COLUMN
TYPICAL COLUMN
VERTICAL
REINFORCEMENT,
(6) #6 BARS
SCALE:D1 EXTERIOR TANK WALL SECTION
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AS

S
H
O
W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
CO
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F
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PL
A
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S
S-501
57
-
2
4
-
0
3
9
WA
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SCALE:B2 COLUMN TO ROOF CONNECTION
1"=1'-0"
SCALE:D2 COLUMN FOOTING
1"=1'-0"
SCALE:B3 COLUMN REINFORCEMENT
1"=1'-0"
ST A TE O F U T AH
P
OFES O A L
G
INEER
SEAL
ELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
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S
T
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I
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NO
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F
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CO
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C2
S-901
5'-8" SQUARE
10"
(TYP)4'-0" SQUARE
10
"
(T
Y
P
)
TANK WALL
34" CHAMFER AT
ALL EXPOSED
CORNERS (TYP)
OPEN
516"
SEAL
(TYP)
NOTE:
ALL LADDER MATERIALS SHALL
BE FABRICATED FROM 304
GRADE STAINLESS STEEL. ALL
MATERIALS AND ANY APPLIED
COATINGS SHALL BE NSF 61
APPROVED.
ALL LADDER, BRACKET, AND
RUNG JOINTS 516" (TYP)
212"
2"
2'
-
6
"

M
A
X
.
1'-6"
TYP
1'
-
0
"
MA
X
.
2"x38" THK.
BRACKET (TYP)
2"x38" THK.
LADDER RAILS
3 4"Øx18" LONG
LADDER RUNG
12"Øx5" 304 SS ANCHOR
BOLTS, ONE PER
BRACKET (TYP)
WHEN DISTANCE FROM
FINISH FLOOR TO TOP OF
LADDER IS 20 FT. OR
GREATER, INCLUDE SS
SAFETY CLIMB FALL
PREVENTION SYSTEM OR
APPROVED EQUAL. INSTALL
PER MANUFACTURER'S
RECOMMENDATIONS
NOTES:
1.4'x4' BILCO "F-50" ALUMINUM ROOF HATCH OR APPROVED EQUAL. OMIT STANDARD LOCK
ASSEMBLY AND PROVIDE CONCEALED PADLOCK HASP. ALL HARDWARE TO BE STAINLESS STEEL
AND CURB TO BE FULLY ENCLOSED. PROVIDE A CLOSE FITTING SOLID SHOE BOX TYPE COVER
WHICH EXTENDS DOWN AROUND THE FRAME AT LEAST 2 INCHES AND IS FURNISHED WITH A
GASKET BETWEEN THE LID AND FRAME.
2.ALL LADDER MATERIALS SHALL BE FABRICATED FROM 304 GRADE STAINLESS STEEL. ALL
MATERIALS AND ANY APPLIED COATINGS SHALL BE NSF 61 APPROVED.
3.SEE SECTION ON SHEET S-301 FOR TANK ELEVATIONS.
4.SEE ELECTRICAL AND INSTRUMENTATION DRAWINGS FOR CONDUIT AND CONTROLS LOCATIONS
AT HATCHES.
6"
MA
X
.
6"
5'-8"
10"
4"
CL
R
.
10"
3'
-
4
"

L
A
P
ACCESS LADDER, SEE
DETAIL (B1/S-901)
TOP OF
LADDER
SEE OTHER SHEETS
FOR FOOTING AND WALL
REINFORCEMENT
FINISH FLOOR
OF TANK
#5 HORIZ. BAR AT 12" O.C.
EACH FACE (TYP)
ATTACH HATCH USING SS BOLTS.
SIZE, QUANTITY, AND SPACING PER
MANUFACTURER'S
RECOMMENDATIONS (TYP)
SEAL HATCH TO CONCRETE WITH NSF
61 APPROVED SEALANT (TYP)
3 4" CHAMFER AT
ALL EXPOSED
CORNERS (TYP)
#5 VERTICAL BAR DOWELS AT
12" O.C. EACH FACE. TIE TO
WALL REINFORCING
SEE OTHER SHEETS FOR
ROOF REINFORCEMENT
#5 VERTICAL BAR AT 12" O.C.
ALL AROUND, EACH FACE,
STANDARD 90° HOOK. TIE TO
ROOF REINFORCING
ACCESS HATCH (SEE NOTE 1)
HYDROPHILIC
WATERSTOP
CENTERED IN
WALL (TYP)
1'
-
6
"
MI
N
.
SEE OTHER SHEETS FOR
SOIL COVER OVER ROOF
C2
S-901
7'-8"
10"
(TYP)6'-0"
10
"
(T
Y
P
)
TANK WALL
3 4" CHAMFER AT
ALL EXPOSED
CORNERS (TYP)
OPEN 4'
-
0
"
5'
-
8
"
SCALE:A1 4'x4' ACCESS HATCH
NTS
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AS

S
H
O
W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321
Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.com
Fax: [phone]
Phone: [phone]
CO
N
S
T
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I
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PR
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L
I
M
I
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A
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Y
NO
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F
O
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PL
A
N
S
S-901
57
-
2
4
-
0
3
9
WA
S
A
T
C
H

P
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SCALE:B1 ACCESS LADDER
NTS
SCALE:C2 ACCESS HATCH AND LADDER SECTION
NTSSCALE:C1 4'x6' ACCESS HATCH
NTS
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
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F
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CO
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S
T
R
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S-903
D1
4"12"
4"
4"

M
I
N
.
FF:99.54'5"
1'-0"1'-0"
1'-0"1'-0"
2'-0" (TYP)
NOTE:
COORDINATE PLACEMENT OF ALL
PIPING AND REINFORCING STEEL SO
THAT NO CONTACT EXISTS
BETWEEN THE TWO METALS.
SCALE:D3 TANK DRAIN DETAIL
NOT TO SCALE
8"Ø DI DRAIN LINE TO BE
RUN AT 0.50% SLOPE AND
PASS UNDER FOOTING
(FLGxPE)
CONCRETE
ENCASEMENT
HYDROPHLIC WATERSTOP
CONTINUOUS ALL AROND IN
ALL CONSTRUCTION JOINTS
8"Ø DI 90° BEND (FLGxFLG)
3" DI CIRCUMFERENTIAL SEEP RING 14"
THK., ABOVE CONSTRUCTION JOINT
CONSTRUCTION JOINT
8"Ø DI PIPE (FLGxPE)
(2) #5 EACH SIDE
B3
S-903
C2
S-906
BEND AND LAP PIPE
ENCASEMENT HORIZONTAL
REINFORCEMENT 1'-0" (TYP)
BOTTOM "U" SECTION OF TIES AT PIPE
BEND TO BE CONTINUOUS TO TANK
FLOOR WITH 1'-0" LAP ON FLOOR
REINFORCING (3 MIN.)
IE 97.12'
2'-0"
B1
S-904
1'
-
6
"
1'
-
0
"
1'-0"
3'-0"3'-0"
SLOPE 1.0% MIN.
NOTES:
1.COORDINATE PLACEMENT OF ALL PIPING AND
REINFORCING STEEL SO THAT NO CONTACT
EXISTS BETWEEN THE TWO METALS.
2.ALL PIPING TO BE DUCTILE IRON.
3.OUTSIDE COATING ON DUCTILE IRON PIPE
INSIDE WATER TANK SHALL BE NSF 60 AND 61
APPROVED. SAND BLAST AND EPOXY COAT
EXTERIOR OF PIPE.
SCALE:D1 TANK OVERFLOW DETAIL
NOT TO SCALE
TOF: 100.00
TOW: 120.00
S-903
D3 8"
MI
N
.
SECOND BRACKET
AT MID HEIGHT
OVERFLOW
BRACKET (TYP)
12"x16" DI CONCENTRIC
REDUCER FLANGED TO
12" DI PIPE
12"Ø DI PIPE
(FLGxFLG)
12"Ø DI PIPE
(FLGxFLG)
3" DI CIRCUMFERENTIAL SEEP RING
CENTERED IN CONCRETE FOOTING
C2
S-906
12" 90° LONG RADIUS DI
BEND (FLGxFLG)
12"Ø DI OVERFLOW
LINE (FLGxPE)
PROVIDE 90° HOOK ON
LONGITUDINAL REINFORCING AT
END OF ENCASEMENT (TYP)
CONCRETE ENCASEMENT
(2) MJ LONG
SLEEVES
IE: 96.09
FOOTING DRAIN
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H
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N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
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F
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PL
A
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S-902
57
-
2
4
-
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3
9
WA
S
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ST ATE O F U T AH
P
OFES O A L
G
INEER
SEAL
ELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
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CO
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S
T
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8" MIN. ALL AROUND (TYP)
3" CLR. (TYP)
SCALE:D3 DETAIL - INTEGRAL WITH FOOTING
NOT TO SCALE
2
1
TYPICAL PIPING ENCASEMENT
CONCRETE
FOOTING
COMPACTED
GRANULAR FILL PER
OTHER VIEWS
CONCRETE
ENCASEMENT
(1)#4 CONTINUOUS EACH
SIDE OF PIPE (TYP)
12" LAP LENGTH
EXCAVATE AS STEEP AS MATERIAL
WILL ALLOW, REFER TO THE
PROJECT SOILS REPORT. (TYP)
PLACE #4 "Z" BARS AT 12" O.C.
BETWEEN PIPES (TYP)
DI PIPE, SIZE VARIES, SEE
SHEET M-101 (TYP)
#4 AT 12" O.C. EACH WAY
#4 CONTINUOUS LONGINTUDINAL BARS AT 12"
O.C. (TYPICAL AT "U" AND "Z" BARS)
#4 TRANSVERSE "U"
BARS AT 12" O.C.
PLACE #4 "Z" BARS AT 12" O.C. EACH SIDE
OF ENCASEMENT, BARS TO EXTEND UP TO
AND HOOK WITH FOOTING
REINFORCEMENT (TYP)
2"
2"
NOTES:
1.ALL WELDS SHALL BE SEAL WELDS.
2.ALL MATERIALS SHALL BE FABRICATED FROM
304 GRADE STAINLESS STEEL. ALL MATERIALS
AND ANY APPLIED COATINGS SHALL BE NSF
61 APPROVED.
PLAN SECTION
SCALE:B3 PIPE SCREEN DETAIL
NOT TO SCALE
FABRICATE PLATE 7" INSIDE
DIA. x 2" WIDE x 14" THK.
12"Ø BAR WELDED
TO PLATE
TANK FLOOR
TANK DRAIN PIPE
SCALE:B1 TYPICAL PIPE ENCASEMENT AT FOOTING DETAIL
NOT TO SCALE
3'-0" MIN.3'-0"
NOTES:
1.SEE SHEET M-101 AND CIVIL SHEETS FOR
CONTINUATION OF PIPING.
S-903
D3
S-903
D1
8"
MI
N
.
8"
MI
N
.
SLOPE 0.50% MIN.
FOOTING WIDTH MINIMUM
(2) MJ LONG SLEEVES
FOOTING DRAIN
LOW POINT IE: 98.32 HIGH
POINT IE: 98.75
TANK DRAIN IE: 96.59
TANK WALL AND FOOTING,
SEE OTHER DETAILS
TYPICAL TANK DUCTILE IRON
PIPE, SEE TANK PIPING PLAN,
SHEET M-101.
PIPE CONCRETE
ENCASEMENT
8" MIN. ALL AROUND (TYP)
3" CLR. (TYP)
SCALE:D1 TYPICAL PIPING ENCASEMENT DETAIL - SEPARATED FROM SLAB
NOT TO SCALE
1.SPACE VARIES BETWEEN SLAB AND ENCASEMENT DUE TO PIPE SLOPE.
CONTRACTOR TO PROVIDE COMPACTED GRANULAR FILL BETWEEN TOP OF
ENCASEMENT AND BOTTOM OF SLAB.
2.IF DISTANCE BETWEEN BOTTOM OF SLAB AND TOP OF ENCASEMENT IS 2" OR
LESS, SUCH THAT CONCRETE SLAB MUST BE POURED DIRECTLY OVER
ENCASEMENT, PROVIDE TWO (2) LAYERS BUILDING PAPER AS SEPARATION
BETWEEN POURS.
CONCRETE SLAB
COMPACTED
GRANULAR FILL PER
OTHER VIEWS CONCRETE
ENCASEMENT
(1)#4 CONTINUOUS EACH
SIDE OF PIPE (TYP)12" LAP LENGTH
EXCAVATE AS STEEP AS MATERIAL
WILL ALLOW, REFER TO THE
PROJECT SOILS REPORT. (TYP)
#4 CONTINUOUS LONGINTUDINAL
BARS AT 12" O.C., TOP AND BOTTOM
OF ENCASEMENT
DI PIPE, SIZE VARIES, SEE
SHEET M-101 (TYP)
#4 TRANSVERSE "U" BARS AT 12" O.C. TOP
AND BOTTOM OF ENCASEMENT
SEE NOTE 2
SEE NOTE 1
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AS

S
H
O
W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
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NO
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F
O
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PL
A
N
S
S-903
57
-
2
4
-
0
3
9
WA
S
A
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C
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P
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A
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A
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S
ST A TE O F U T AH
P
O FES O A L
G
INEER
SEAL
ELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T

F
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CO
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S
T
R
U
C
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I
O
N
NOTES:
1.ALL WELDS SHALL BE SEAL WELDS.
2.ALL MATERIALS SHALL BE FABRICATED FROM 304
GRADE STAINLESS STEEL. ALL MATERIALS AND
ANY APPLIED COATINGS SHALL BE NSF 61
APPROVED.
SECTION
2"
(T
Y
P
)
2"
2"14"
11"
1'
-
0
"
2"
PLAN
SCALE:D1 OUTLET PIPE SCREEN DETAIL
NOT TO SCALE
FABRICATE PLATE 11" INSIDE
DIAMETER x 2" WIDE x 14" THK. WITH
2" WIDE x 14" THK. RING WELDED TO
EDGE ALL AROUND
12"Ø BAR WELDED
TO PLATE (TYP)
TANK FLOOR
12"Ø PIPE
4
0
.
0
0
°
NOTES:
1.LOCATE BRACES TO BE CLEAR OF OPENING ABOVE. ADJUST
OVERFLOW LOCATION IF NECESSARY.
2.FIELD LOCATE ANCHOR TO MISS REINFORCING BY 3" MIN (TYP
EACH SIDE).
3.ALL BRACKET MATERIALS SHALL BE FABRICATED FROM 304
GRADE STAINLESS STEEL. ALL MATERIALS AND ANY APPLIED
COATINGS SHALL BE NSF 61 APPROVED.
FIELD VERIFY DIMENSIONS
PRIOR TO FABRICATION.
14"
14"
SCALE:B1 OVERFLOW BRACKET DETAIL
NOT TO SCALE
1"±
2'-0"
INSIDE TANK SS ⅊ 38"x6" SQUARE PLATE
W/ 7 8"Ø SS ADHESIVE
ANCHOR (TYP)
L3"x3"x516" (TYP)
⅊ 516"x2'-2"x1'-2"
34"Ø SS BOLT (TYP)
12"Ø OVERFLOW PIPE
WRAP PIPE W/ 4" WIDE STRIP OF
316" THK., 40 DUROMETER
NEOPRENE AT CLAMP
SS BAR CLAMPS 2"x14" ROLL
ID TO OD OF PIPE
3 4"Ø SS BOLT IN 1316" HOLE IN ANGLE AND CENTERED IN
1316"x212" SLOTTED HOLE ⅊ (TYP) TIGHTEN SNUG TIGHT
AND DOUBLE NUT TO LOCK. ORIENT SLOTTED HOLE IN ⅊
PERPENDICULAR TO WALL. PROVIDE SS WASHERS
BOTH SIDES (TYP)
TANK WALL
14"
NOTES:
1.VENT PIPING SHALL BE HOT DIPPED GALVANIZED (INTERIOR AND EXTERIOR) TOUCH
UP AFTER INSTALLATION USING NSF 61 APPROVED GALVANIC PAINT.
2.SLAB REINFORCEMENT NOT SHOWN FOR CLARITY, REFER TO OTHER DETAILS FOR
REINFORCEMENT REQUIREMENTS.
3.REFER TO ROOF PLAN FOR VENT LOCATIONS.
4.STEEL PIPE SHALL BE MINIMUM STANDARD SCHEDULE 40 PIPE.
5.FLANGES SHALL BE WELD NECK AND SLIP-ON FLANGES RATED TO 150 LB. AS SHOWN
ON DETAIL. USE SST BOLTS A182 TP304.
6.PROVIDE EXTERIOR PAINT FOR ALL EXTERIOR SURFACES, COLOR AS SELECTED BY
OWNER. SEE SPECIFICATIONS.
2 MIN.
1
SCALE:B2 AIR VENT DETAIL
NOT TO SCALE
4'
-
6
"
6"
AS
NO
T
E
D
2"

M
I
N
.
(2) SST SCREENS, (1) NO. 14 SST
MESH SCREEN INSIDE & (1) NO.
4 SST MECH SCREEN OUTSIDE.
CUT TO MATCH PIPE OPENINGS
AND BOLT BETWEEN FLANGES
8" 150# WN/FF FLANGE
A105
14"x3" STEEL RING CONTINUOUS AROUND PIPE.
WELD CENTER RING BETWEEN TOP AND
BOTTOM REINFORCEMENT MAT
CONCRETE
ROOF SLAB
8" SPOOL LENGTH AS
REQ'D (A53 GR. B PIPE)
HOT DIP GALVANIZE ALL
PIPING COMPONENTS (SEE
NOTE 1)
8" LONG RADIUS 180° BEND
A234 WPB (NOTE: TWO (2) 90°
BENDS MAY BE USED)
C2
S-906
8" 150# SO/FF FLANGE
A105
FINISH GRADE
OVER TANK
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AS

S
H
O
W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
N
S
T
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I
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PR
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I
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A
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NO
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F
O
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PL
A
N
S
S-904
57
-
2
4
-
0
3
9
WA
S
A
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C
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P
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P
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D
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T
A
I
L
S
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
SCALE:B1 TANK INLET DETAIL
NOT TO SCALE
1'-0"3'-0"3'-0"
SLOPE 0.5% MIN.
TOF: 100.00
8"
MI
N
.
1'
-
0
"
10" 90° LONG RADIUS DI
BEND (FLGxFLG)
10"Ø DI INLET OR OUTLET
LINE (FLGxPE)
(2) MJ LONG
SLEEVES
SEE CIVIL DRAWINGS
FOR ELEVATION
FOOTING DRAIN
10"Ø DI INLET OR OUTLET
LINE (FLGxPE)
PROVIDE 90° HOOK ON
LONGITUDINAL REINFORCING AT
END OF ENCASEMENT (TYP)
C2
S-906
S-903
D3
CONCRETE ENCASEMENT
3" DI CIRCUMFERENTIAL
SEEP RING CENTERED IN
CONCRETE FOOTING
2'-0"
SCALE:D1 TANK OUTLET DETAIL
NOT TO SCALE
1'-0"3'-0"3'-0"
SLOPE 0.5% MIN.
TOF: 100.00
NOTE:
1.COORDINATE PLACEMENT OF ALL PIPING AND REINFORCING STEEL SO
THAT NO CONTACT EXISTS BETWEEN THE TWO METALS.
2.ALL PIPING TO BE DUCTILE IRON.
3.OUTSIDE COATING ON DUCTILE IRON PIPE INSIDE WATER TANK SHALL BE
NSF 60 AND 61 APPROVED. SAND BLAST AND EPOXY COAT EXTERIOR OF
PIPE.
8"
MI
N
.
1'
-
0
"
2'-0"
12" 90° LONG RADIUS DI
BEND (FLGxFLG)
12"Ø DI INLET OR OUTLET
LINE (FLGxPE)
(2) MJ LONG
SLEEVES
SEE CIVIL DRAWINGS
FOR ELEVATION
FOOTING DRAIN
D1
S-904
12"Ø DI INLET OR OUTLET
LINE (FLGxPE)
PROVIDE 90° HOOK ON
LONGITUDINAL REINFORCING AT
END OF ENCASEMENT (TYP)
C2
S-906
S-903
D3
CONCRETE ENCASEMENT
3" DI CIRCUMFERENTIAL
SEEP RING CENTERED IN
CONCRETE FOOTING
1'-6"
34" CHAMFER AT ALL
EXPOSED CORNERS (TYP)
(2) 14" THICK x 4" WIDE
STAINLESS STEEL STRAPS
12" DIA. SS THREADED ROD.
DRILL AND EPOXY WITH 4"
MIN EMBEDMENT
4"
VA
R
I
E
S
1'
-
8
"
±

T
O
2'
-
3
"
±
TANK FLOOR
(6) #5 VERTICAL EVENLY SPACED
#4 TIES AT 10" O.C.
3 4" CHAMFER AT ALL
EXPOSED CORNERS (TYP)
2" CLR.
(TYP)
SCALE:D3 INLET PIPE SUPPORT PEDESTAL DETAIL
NOT TO SCALE
1'
-
6
"
1'-6"
SECTION
PLAN
#4 TIES AT 10" O.C.
(6) #5 VERTICAL EVENLY SPACED
DRILL AND EPOXY WITH 4"
MIN. EMBEDMENT (TYP)
3 4" CHAMFER AT ALL
EXPOSED CORNERS (TYP)
10" IPS DR9 HDPE PIPE
(2) 14" THICK x 4" WIDE
STAINLESS STEEL STRAPS
12" DIA. SS THREADED ROD.
DRILL AND EPOXY WITH 4"
MIN EMBEDMENT
1'-6"
4"
VA
R
I
E
S
1'
-
8
"
±

T
O
2'
-
3
"
±
TANK FLOOR
TOP OF PIPE: 102.33
(FIELD VERIFY)
SECTION
#4 TIES AT 10" O.C.
(6) #5 VERTICAL EVENLY SPACED
DRILL AND EPOXY WITH 4"
MIN. EMBEDMENT (TYP)
316" THICK 40 DUROMETER
NEOPRENE PAD TOP AND
BOTTOM OF PIPE
10" IPS DR9 HDPE PIPE
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AS

S
H
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W
N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
N
S
T
R
U
C
T
I
O
N
PR
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L
I
M
I
N
A
R
Y
NO
T

F
O
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PL
A
N
S
S-905
57
-
2
4
-
0
3
9
WA
S
A
T
C
H

P
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A
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D
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T
A
I
L
S
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NO
T

F
O
R
CO
N
S
T
R
U
C
T
I
O
N
SCALE:B2 TYPICAL TANK WALL VERTICAL CONSTRUCTION JOINT DETAIL
NOT TO SCALE
CE
N
T
E
R
OF

W
A
L
L
WA
L
L
TH
I
C
K
N
E
S
S
2"

C
L
R
.
(T
Y
P
)
2" MIN. CLR. TO
VERT. BAR (TYP)
EXTEND ALL HORIZONTAL WALL
REINFORCING THROUGH JOINT. LAP
ALL BARS PER WALL LAP
REQUIREMENTS
WALL HORIZONTAL
REINFORCEMENT
VERTICAL
REINFORCEMENT
CONSTRUCTION JOINT
A1
S-906
"E"
MIN. BULB
THICKNESS
SIZE A B C D E F
6"x38"6"38"38"78"14"6
NOTE:
SEE SPECIFICATIONS FOR
WATERSTOP REQUIREMENTS
NOTES:
1.PROVIDE PREFABRICATED INTERSECTION PIECES AND FULLY WELD ALL WATERSTOP
PIECES TOGETHER AT INTERSECTIONS PER MANUFACTURER'S REQUIREMENTS.
2.INSTALL WATERSTOP PER MANUFACTURER'S RECOMMENDATIONS. WATERSTOP SHALL BE
ENVELOPED WITH CONCRETE FREE OF AIR POCKETS AND DEBRIS. PRIOR TO
CONSTRUCTION, THE CONTRACTOR WILL DEMONSTRATE THE METHOD OF PLACEMENT OF
THE CONCRETE AROUND THE WATERSTOP TO THE ENGINEER.
SCALE:A1 PVC WATERSTOP DETAIL
NOT TO SCALE
"A"
"C"
MIN. STEM
THICKNESS
AT OUTSIDE
18" PROJECTION
ALL RIBS (TYP)
316"
TYP.
"B"
MIN. STEM
THICKNESS
AT CTR. BULB
"D"
CENTER BULB
OUTSIDE DIA.
"F" - APPROXIMATE NUMBER
OF RIBS EACH SIDE, EACH
FACE OF WATERSTOP
NOTES:
1.MODIFICATIONS TO FLOOR SLAB CONSTRUCTION JOINT LOCATIONS MUST
BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
FLOOR
WALL FOOTING
SCALE:A2 TANK WALL FOOTING AND FLOOR SLAB CONSTRUCTION JOINT DETAIL
NOT TO SCALE
FO
O
T
I
N
G
TH
I
C
K
N
E
S
S
3"

C
L
R
.
(T
Y
P
)
FL
O
O
R
TH
I
C
K
N
E
S
S
5"5"5"5"
℄ OF CONSTRUCTION JOINT
TYPICAL TANK WALL
FOOTING REINFORCEMENT
BARS TO BE CONTINUOUS
THROUGH CONSTRUCTION
JOINT
℄ OF CONSTRUCTION JOINT
TYPICAL TANK FLOOR
REINFORCEMENT. CENTER
REINFORCEMENT IN FLOOR SLAB
BARS TO BE CONTINUOUS
THROUGH CONSTRUCTION
JOINT
A1
S-906
A1
S-906
SCALE:B1 TYPICAL ROOF SLAB CONSTRUCTION JOINT DETAIL
NOT TO SCALE
2" CLR.
(TYP)RO
O
F
TH
I
C
K
N
E
S
S
CE
N
T
E
R
OF

S
L
A
B
DOUBLE MAT
2" CLR.
(TYP)RO
O
F
TH
I
C
K
N
E
S
S
CE
N
T
E
R
OF

S
L
A
B
SINGLE MAT
ADDITIONAL BAR TOP
AND BOTTOM, TYPICAL
EACH SIDE OF JOINT
REBAR CONTINUOUS
THROUGH JOINT
A1
S-906
ADDITIONAL BAR TOP
AND BOTTOM, TYPICAL
EACH SIDE OF JOINT
REBAR CONTINUOUS
THROUGH JOINT
A1
S-906
INTERIOR
EXTERIOR
NOTES:
1.USE SPLICE LENGTH ON DETAIL (B1/S-508),
UNLESS A SPECIFIC SPLICE LENGTH IS
CALLED OUT ELSEWHERE ON THE PLANS.
2.SPLICES IN HORIZONTAL WALL
REINFORCEMENT SHALL BE STAGGERED
HORIZONTALLY (CENTER OF LAP BELOW TO
CENTER OF LAP ABOVE) BY NO LESS THAN
ONE LAP LENGTH NOR 3'-0" AND SHALL NOT
COINCIDE IN VERTICAL ARRAYS MORE
FREQUENTLY THAN EVERY THIRD BAR.
3.HORIZONTAL WALL SPLICES ON EACH FACE
IN THE SAME HORIZONTAL PLANE SHALL BE
SEPARATED HORIZONTALLY BY NOT LESS
THAN ONE LAP LENGTH NOR 3'-0" FROM
CENTER TO CENTER
LAP DISTANCE AND MINIMUM
STAGGER OF SPLICES
PROFILE VIEW
PLAN VIEW
SCALE:B3 TYPICAL SPLICE DETAIL
NOT TO SCALE
3'-0" MIN.
"L" OR
> 3'-0"
VERTICAL WALL OR
CIRCUMFERENTIAL
FLOOR BAR
OUTSIDE WALL HORIZONTAL BAR
IN
S
I
D
E
OU
T
S
I
D
E
CONSTRUCTION STEPS:
1.SANDBLAST OR MECHANICALLY ROUGHEN WITH ELECTRIC EQUIPMENT.
2.DRIVE IN VINYL PLUG.
3.COAT INSIDE AND WHILE BONDING AGENT IS TACKY, DRYPACK INSIDE.
4.COAT OUTSIDE AND WHILE BONDING AGENT IS TACKY, DRYPACK OUTSIDE.
NOTE:
MINIMUM DIAMETER AT OUTSIDE = 1" TAPER
HOLE SO THAT MINIMUM INSIDE DIAMETER =
114"
SCALE:C1 FORM TIE THROUGH BOLT SEAL DETAIL
NOT TO SCALE
MECHANICALLY ROUGHEN
OR SANDBLAST TAPER-TIE
HOLE SURFACES
DRYPACK INSIDE WITH
TYPE II GROUT
COAT HOLE WITH
BONDING AGENT
DRYPACK OUTSIDE WITH
TYPE II GROUT
DRIVE IN VINYL PLUG, SIZE OF PLUG AS
REQ'D TO DRIVE TIGHT AT CENTER OF
WALL, USE PLUG SIZE AS REQ'D BY THE
MANUFACTURER
GENERAL NOTES:
1.TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS
UNLESS INDICATED OTHERWISE ON PLANS.
2.DO NOT WELD REINFORCEMENT TO PIPE SLEEVES, INSERTS
OR EMBEDMENTS.
3.PROVIDE A MINIMUM OF TWO (2) "A" BARS AND TWO (2) "B"
BARS EACH SIDE OF OPENING (1 EACH FACE).
4.SPACE BARS AT 3 BAR DIAMETERS (OR 3" MIN) ON CENTER.
5.IF OPENING REINFORCING TERMINATES AT THE EDGE OF THE
SLAB PROVIDE A STANDARD HOOK ON THE "EDGE" SIDE OF
THE REINFORCING.
6.EXTEND BARS REQUIRED SPLICE LAP LENGTH BEYOND EDGE
OF OPENING, SEE TABLE ON DETAIL (B1/S-906).
7.AT CIRCULAR OPENING PIPE PENETRATIONS, CONTRACTOR
SHALL CAST PIPE IN SEEP RING.
NOTE:
COORDINATE PLACEMENT OF ALL
PIPING AND REINFORCING STEEL
SO THAT NO CONTACT EXISTS
BETWEEN THE TWO METALS.
SQUARE/RECTANGULAR OPENINGS CIRCULAR OPENINGS
SCALE:C2 OPENING REINFORCING DETAIL
NOT TO SCALE
STEEL REINFORCEMENT
CUT BAND "B"
STEEL
REINFORCEMENT
CUT BAND "A"
(1) #5x6'-0" DIAGONAL
AT EACH CORNER,
EACH FACE
AREA OF BARS (OR #
OF BARS) EQUAL
BAND "A" BARS CUT
(EACH SIDE)
AREA OF BARS (OR # OF BARS) EQUAL BAND
"B" BARS CUT (EACH SIDE)
AREA OF BARS (OR #
OF BARS) EQUAL
BAND "A" BARS CUT
(EACH SIDE)
AREA OF BARS (OR # OF BARS) EQUAL BAND
"B" BARS CUT (EACH SIDE)
1'-6" LAP
STEEL
REINFORCEMENT
CUT BAND "A"
STEEL REINFORCEMENT
CUT BAND "B"
(1) #5 HOOP DIAMETER OF
OPENING +8", EACH FACE
J-U-B ENGINEERS, INC.
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
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S-906
57
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ST A TE O F U T AH
P
O FES O A L
G
INEER
SEAL
ELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

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TYPICAL LAP SPLICE LENGTHS IN INCHES, PER ACI 318 / 350
BAR
SIZE
LAP
CLASS
f"c=3,000 psi f"c=4,000 psi f"c=4,500 psi f"c=5,000 psi
CAT. 1 CAT. 2 CAT.1 CAT. 2 CAT. 1 CAT. 2 CAT. 1 CAT. 2
#4 A 22 33 19 28 18 27 17 25
B 28 43 25 37 24 35 22 33
#5 A 27 41 24 36 23 34 21 32
B 36 53 31 46 30 44 28 41
#6 A 33 49 28 43 27 41 25 38
B 43 64 37 55 36 53 33 50
#7 A 48 72 42 62 40 59 37 56
B 62 93 54 81 51 77 48 72
#8 A 55 82 47 71 45 68 42 64
B 71 106 61 92 58 88 55 83
#9 A 62 92 53 80 51 76 48 72
B 80 120 69 104 66 99 62 93
SCALE:B1 TYPICAL REBAR LAP SPLICE SCHEDULE FOR CONCRETE
NOT TO SCALE
NOTES:
1.FOR GRADE 60 REINFORCING STEEL BARS.
2.ALL LAP SPLICES SHALL BE CLASS B, UNLESS NOTED OTHERWISE.
3.CATEGORY 1: CLEAR COVER > db AND CLEAR SPACING > db, AND STIRRUPS
OR TIES THROUGHOUT Ld ARE PROVIDED.
CATEGORY 1: CLEAR COVER > db AND CLEAR SPACING > 2db.
CATEGORY 2: CLEAR COVER < db OR CLEAR SPACING < 2db.
4.FOR TOP BARS, MULTIPLY LAP LENGTH LISTED BY 1.30. TOP BARS ARE
HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE
BARS.
5.FOR EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.20.
TYPICAL HOOK DIMENSIONS
BAR
SIZE D 180° HOOKS 90°
HOOKS
A or G J A or G
#3 214"5"3"6"
#4 3"6"4"8"
#5 334"7"5"10"
#6 412"8"6"1'-0"
#7 514"10"7"1'-2"
#8 6"11"8"1'-4"
#9 912"1'-3"113 4"1'-7"
#10 1034"1'-5"1'-114"1'-10"
#11 12"1'-7"1'-234"2'-0"
D
D
SCALE:B2 TYPICAL REBAR HOOK DETAILS FOR CONCRETE
NOT TO SCALE
NOTES:
db = NOMINAL BAR DIAMETER.
D = FINISHED INSIDE BEND DIAMETER.
MINIMUM D = 6 db FOR #3 TO #8 BARS.
MINIMUM D = 8 db FOR #9 TO #11 BARS.
MINIMUM D = 10 db FOR #14 AND #18 BARS.
90° HOOKS180° HOOKS
12

d
b
db
A
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G
DETAILING
DIMENSION
db
DETAILING
DIMENSION
J
HOOK
A or G
4 db or
212" MIN.
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
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S-907
57
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3
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I
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S
ST ATE O F U T AH
P
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G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

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SCALE:B1 TANK OVERFLOW AND DRAIN PIPING DETAIL
1/2" = 1'-0"
NOTES:
1.ALL COMPONENTS WITHIN THE TANK INTERIOR,
ASSOCIATED WITH PIPING, OR IN CONTACT WITH
WATER, SHALL BE NSF 61 APPROVED.
2'-0"
8'-6"
6" PERFORATED CORRUGATED
HDPE DRAIN PIPE
6" TEE
TANK FOOTING DRAIN LOW POINT: 98.32
HIGH POINT ON OPPOSITE SIDE OF TANK: 98.75
6" SOLID CORRUGATED
HDPE DRAIN PIPE
(2)12" MJ
LONG SLEEVES
12"x12"x8" TEE
12" DRAIN LINE PIPE
8" 90° BEND
8" VALVE
(2)8" MJ
LONG
SLEEVES
12" OVERFLOW LINE SEE
DETAIL (D1/S-902)
8" DI PIPE (FLGxPE)
8" DI PIPE (PExPE)
12" DI PIPE (PExPE)
SEE CIVIL
DRAWINGS
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.
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CENTER OF TANK
8" TANK DRAIN LINE SEE
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TANK WALL
6'-6"
12" DI PIPE (FLGxPE)
3'-0"
SLOPE 0.5% MIN.SLOPE 0.5% MIN.
SCALE:D1 INLET AND OUTLET PIPING DETAIL
1/2" = 1'-0"
6" PERFORATED CORRUGATED
HDPE DRAIN PIPE
SEE CIVIL
DRAWINGS
SL
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5
%

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10" INLET LINE (INLET SHOWN, 12"
OUTLET SIMILAR) SEE DETAIL
(D1/S-905)
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(2)10" MJ
LONG SLEEVES
10" DI PIPE (FLGxPE)
10" DI PIPE
(PExPE)
TANK WALL
6'-6"
3'-0"
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N
J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
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M-101
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3
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A
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ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
T

F
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2'-9"12'-0"12'-0"12'-0"
9'
-
3
"
DI TO HDPE TRANSITION
COUPLING, ROMAC OR
APPROVED EQUAL
10" IPS DR9
HDPE PIPE
PIPE SUPPORT,
SEE DETAIL
D3/S-905
PROVIDE 90° BEND AT
INLET ROTATED 45°
10" INLET LINE
8'
-
1
0
"
2'-9"12'-0"12'-0"12'-0"
DI TO HDPE TRANSITION
COUPLING, ROMAC OR
APPROVED EQUAL
10" IPS DR9 HDPE
PIPE TOP OF PIPE:
102.33 (FIELD VERIFY
PIPE SUPPORT,
SEE DETAIL
D3/S-905
PROVIDE 90° BEND AT
INLET ROTATED 45°
B1
S-905
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J-U-B ENGINEERS, INC.
REUSE OF DRAWINGS
J-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT AND OTHER RESERVED RIGHTS OF THESE
DRAWINGS, AND THE SAME SHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT. ANY REUSE WITHOUT
WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.
Logan, UT 84321Suite 180
J-U-B ENGINEERS, INC.
1047 South 100 West,
www.jub.comFax: 435.713.9503
Phone: [phone]
CO
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SCALE:B1 INLET PIPING DETAIL
1/2"=1'-0"
SCALE:D1 INLET PIPE ELEVATION
1/2"=1'-0"
ST ATE O F U T AH
P
OFES O A L
G
INEER
SEALELECTRONIC
R
SI N E N
HURST
JENS C.
No. 9578155
3/26/2025
NO
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(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
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NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

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EG
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ELECTRICAL DRAWING INDEX
SHEET NO.DESCRIPTION
COVERSHEETE00
POWER SINGLE-LINE DIAGRAME02
TANK 5 - ENLARGED VIEWES102
TANK 5 - SITE PLAN VIEWES101
WASATCH PEAKS RANCH
MORGAN COUNTY, UTAH
TANK 5
WASATCH PEAKS RANCH
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
CONTRACTOR.
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
KIMLEY-HORN- CIVIL
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
SKM- CONTROLS / INSTRUMENTS
APPROVED FOR CONSTRUCTION
SIGNATURE .
NAME & TITLE .
NOTES, LEGENDS, SCHEDULESE01
ELECTRICAL DETAILSE03
ELECTRICAL DETAILSE02
STATION T502 - ENLARGED VIEWES103
STATION T501 - ENLARGED VIEWES104
EXISTING STATION 39 - ENLARGED VIEWES105
NO
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(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
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H.
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NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

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NG
I
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EG
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03/10/2023
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GENERAL NOTES
COMBINATION VOICE/DATA RECEPTACLE
SYMBOL
POWER SYMBOLS LEGEND
M
VFD
DATA RECEPTACLE
VOICE RECEPTACLE
POWER/COMMUNICATIONS POLE FOR WORKSTATION FURNITURE
TV OUTLET, INCLUDES COAX & DATA
VARIABLE FREQUENCY DRIVE
METER
J-BOX
ELECTRIC MOTOR
THERMAL SWITCH
GROUND BUSS BAR
TELEPHONE TERMINAL BOARD
ELECTRICAL PANEL
STARTER
COMBINATION STARTER/FUSED DISCONNECT
FUSED DISCONNECT SWITCH
NON-FUSED DISCONNECT SWITCH
SPECIAL PURPOSE RECEPTACLE - SINGLE PHASE
SPECIAL PURPOSE RECEPTACLE - THREE PHASE
FOURPLEX RECEPTACLE - GFCI
FOURPLEX RECEPTACLE
FLOOR BOX WITH 4-PLEX RECEPTACLE AND VOICE/DATA OUTLET
FLOOR BOX WITH DUPLEX 120V RECEPTACLE
HALF-SWITCHED DUPLEX RECEPTACLE
DUPLEX RECEPTACLE - GFCI
DUPLEX RECEPTACLE
TWIST-LOCK RECEPTACLE
208/240V OVEN RECEPTACLE
SIMPLEX RECEPTACLE
DESCRIPTION
TV
J
PHOTOCELL
SYMBOL
LIGHTING SYMBOLS LEGEND
C
PC
S
S
W
W2
S
S
S
OCCUPANCY SENSOR - CEILING MOUNTED DUAL CIRCUIT
OCCUPANCY SENSOR - WALL MOUNTED
OCCUPANCY SENSOR - CEILING MOUNTED
SWITCH - DIMMER
SWITCH - 4-WAY
SWITCH - 3-WAY
SWITCH - LOW VOLTAGE
SWITCH - LOWER CASE LETTER INDICATES ZONE
EMERGENCY LIGHT WITH INTEGRAL BATTERY
EXIT SIGN WITH INTEGRAL EMERGENCY LIGHT
EXIT SIGN - DOUBLE SIDED
EXIT SIGN - SINGLE SIDED - ARROWS INDICATE DIRECTION
FAN
WALL SCONCE LIGHT FIXTURE
TRACK LIGHT HEAD
WALL MOUNTED LIGHT FIXTURE - EMERGENCY
WALL MOUNTED LIGHT FIXTURE
SURFACE OR PENDANT MOUNTED LIGHT - EMERGENCY
SURFACE OR PENDANT MOUNTED LIGHT
LED STRIP LIGHT - EMERGENCY
LED STRIP LIGHT
RECESSED WALL WASH OR SPOT FIXTURE
RECESSED DOWN LIGHT - EMERGENCY
RECESSED DOWN LIGHT
LED LIGHT FIXTURE - EMERGENCY
LED LIGHT FIXTURE
DESCRIPTION
4
D
3
a
LIGHT FIXTURE CALLOUTX
S SINGLE-POLE SWITCH
MANUAL OVERRIDE SWITCH
TRANSFORMERXFMR
WEATHERPROOFWP
UNDERGROUNDUG
SURGE PROTECTED DEVICESPD
TELEPHONE TERMINAL BOARDTTB
TYPICALTYP
TAMPER RESISTANTTR
SURGE SUPRESSION.SS
RIGID NONMETALLIC CONDUITRNC
ROCKY MOUNTAIN POWERRMP
REQUIREMENTSREQ
OVER CURRENT PROTECTIONOCP
ON CENTER(S)OC
NIGHT LIGHTNL
NOT IN CONTRACTNIC
MAIN LUGS ONLYMLO
RIGID METAL CONDUITRMC
MINIMUM CIRCUIT AMPSMCA
LIQUID-TIGHT NONMETAL CONDUITLFNC
LIQUID-TIGHT METAL CONDUITLFMC
KILOWATTSKW
KILO VOLT AMPERESKVA
ISOLATEDISO
INSULATEDINS
INTERMEDIATE METAL CONDUITIMC
ISOLATED GROUNDIG
HORSE POWERHP
GROUND CONDUCTORGND
FLEXIBLE METAL CONDUITFMC
FULL LOAD AMPSFLA
FIRE ALARM CONTROL PANELFACP
FIRE ALARMFA
EXISTINGE, EX
ELECTRIC WATER COOLEREWC
ELECTRIC NONMETALLIC TUBINGENT
ELECTRIC METALLIC TUBINGEMT
EMERGENCYEM
COPPERCU
CIRCUITCKT
CIRCUIT BREAKERCB
CONDUITC
ALUMINUMAL
AUTHORITY HAVING JURISDICTIONAHJ
ABOVE FINISHED FLOORAFF
ABBREVIATIONS
ABOVE COUNTERAC
AMP OR AMPSA
ABBREV.DESCRIPTION
MAIN CIRCUIT BREAKERMCB
TYPE
KP SECURITY SYSTEM KEYPAD
CARD READER
CEILING MOUNT SECURITY CAMERA ("TYPE" INDICATES TYPE OF CAMERA)
SYMBOL
MECHANICAL EQUIPMENT CALLOUT
REVISION CALLOUT
LIGHT FIXTURE CALLOUT
OWNER PROVIDED EQUIPMENT CALLOUT
KEYED NOTE
WIRE CONDUIT - ALUMINUM
WIRE CONDUIT - COPPER
DETAIL CALLOUT
CALLOUTS/NOTES LEGEND
ELEVATION CALLOUT
DESCRIPTION
X
X
X
XXX
X
XXX
XXX
XXX
XXX
X
XXX
HOME RUN TO PANELBOARD
1.REFER TO THE MECHANICAL SHEETS FOR THE EXACT LOCATION OF
THE MECHANICAL EQUIPMENT.
2.ALL METALLIC CONDUITS, JOINTS, FITTINGS, ETC., IN CONTACT WITH
THE GROUNDS SHALL BE SPIRALLY WRAPPED WITH 3M
SCOTCHWRAP-51, 20 MIL TAPE (OR APPROVED EQUAL).
3.ALL UNDERGROUND CONDUIT SHALL BE BURIED 24" MINIMUM UNDER
THE GROUND.
4.FLEXIBLE CONDUITS CAN ONLY BE USED FOR SHORT RUNS (6' MAXIMUM).
5.
6.
7.
8.
SWITCHBOARDS, PANELBOARDS, AND MOTOR CONTROL CENTERS
SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF
POTENTIAL ARC FLASH HAZARDS. THE MARKING SHALL BE
LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS
BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF
THE EQUIPMENT. (NEC 110-16).
FOR 20 AMP CIRCUITS, USE NO. 10 THHN CONDUCTORS FOR
CONDUCTOR LENGTH OVER 100 FEET, NO. 8 THHN OVER 200 FEET,
NO. 6 THHN OVER 300 FEET AND NO. 4 THHN OVER 400 FEET.
AIC RATINGS OF ALL OVERCURRENT PROTECTIVE DEVICES SHALL BE
EQUAL TO OR GREATER THAN THE AIC RATING SHOWN IN THE PLANS.
SERVICE EQUIPMENT SHALL BE FIELD MARKED WITH CALCULATED
MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE IT WAS
CALCULATED (NEC 110-24).
CR
S T
CIRCUIT BREAKER
ELECTRONIC TRIP CIRCUIT BREAKER
FUSE
DROP DUPLEX RECEPTACLE - GFCI
DROP FOURPLEX RECEPTACLE - GFCI
DOORBELL - EXTERIOR
DB DOORBELL - INTERIOR
CEILINGCLG
TYPE WALL MOUNT SECURITY CAMERA ("TYPE" INDICATES TYPE OF CAMERA)
WALL MOUNTED EXIT SIGN - SINGLE SIDED - ARROWS INDICATE
DIRECTION
MEDIA DISTRIBUTION UNITMDU
BLANK FACE - GFCI
ADA PUSHBUTTONl
l
DISHWASHERDW
MW MICROWAVE
DISPOSALDISP
DRYERD
LED LINEAR LIGHT - EMERGENCY
LED LINEAR LIGHT
REX REQUEST TO EXIT
RC ROOM CONTROLLER
PP POWER PACK
PB PUSH BUTTON
ML MAGNETIC LOCK
ES ELECTRIC STRIKE
DC DOOR CONTACTOR
CORRIDORCORR
WASHERW
LIGHTINGLTG
RECEPTACLESRCPT
LEVELLVL
RECESSED WAFER/PUCKLIGHT - EMERGENCY
RECESSED WAFER/PUCK LIGHT
ABBREVIATIONS
AMPERAGE INTERRUPTING CAPACITYAIC
SHORT CIRCUIT RATIOSCR
NO
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SCALE: NTS1POWER SINGLE LINE DIAGRAM
02
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2
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2
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7
6
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
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62
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COPPER CONDUCTOR &
CONDUIT SCHEDULE
TYPE CONDUCTOR
QTY GNDSIZESIZE
CONDUIT
PROT
MAX
3/4"2 12 121220
M
'T5-MM'
120/240V, 100A, 1PH,
3W, 10KAIC, NEMA 3R
100A/2P
20A/1P
INTEGRAL UTILITY
METER MAIN
G N
#6 INSULATED IN 3
4"
PVC SLEEVE (WHERE
EXPOSED ABOVE
GROUND)12" GROUND ROD (S)
TO ACHIEVE MIN. RESISTANCE OF 25
OHMS AS PER NEC 250.52
20A/1P
12
20A/1P
12
12
GFCI RECEPTACLE
CONTROL PANEL
MIXER CONTROL PANEL
UTILITY CO. XFMR
120/240V, 1ɸ, 3W, SECONDARY
TO UTILITY
(1) 3" C. BY CUSTOMER.
WIRING BY UTILITY.
(1) 4" C. BY CUSTOMER.
WIRING BY UTILITY.
NOTES:
1. PROVIDE DISCONNECT SWITCH.
NO
T

F
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NO
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I
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N
END VIEW
SCALE: NTS
4"
8"
6"8"6"10"
1'-2"
9"
6"
6.63" DIA. TERM-A-DUCTS
4 EA. REQ'D
(2 NEAR WALL & 2 FAR WALL)
2.38" DIA. TERM-A-DUCTS
4 EA. REQ'D PER PART
(2 EA. PER SHORT WALL)
3.5" DIA. TERM-A-DUCTS
1 EA. REQ'D
(FAR WALL ONLY)
2'-0" LONG GALV.
"C" CHANNEL 2 EA. REQ'D
(1 EA. PER SHORT WALL)
1'-
3
"
TY
P
6"
TYP
12" GROUNDING GRID
1 EA. REQ'D INSIDE & OUTSIDE OF WALL
NEAR & FAR WALL
4.5" DIA. TERM-A-DUCTS
4 EA. REQ'D
(2 EA. NEAR WALL &
2 EA. FAR WALL)
ELEVATION VIEW
SCALE: NTS
4'
-
0
"
3'
-
6
"
6"
4"
8"
6"
3 SPACES @ 8"
6"8"
4"
9"
TY
P
2'-
0
"
TY
P
1'-6"2'-0"
6.63" DIA. TERM-A-DUCTS
1 EA. REQ'D
(1 NEAR WALL & 1 FAR WALL)4.5" DIA. TERM-A-DUCTS
16 EA. REQ'D
(8 EA. NEAR WALL &
8 EA. FAR WALL)
2'-0" LONG GALV.
"C" CHANNEL 4 EA. REQ'D
(2 EA. PER LONG WALL)
16" X 62" BLOCKOUT
2" X 4" X 66" PLASTIC LUMBER
2 EA. REQ'D
25TA FRAME & COVERS CAST-IN
1 EA. REQ'D
7'-6"
5'
-
6
"
1'
-
4
"
8"
2'
-
0
"
8"
PLAN VIEW
SI# 7992605
SCALE: NTS
5'-6"
7'-
6
"
6"
4'
-
6
"
4'-
0
"
7'-
0
"
5'-0"
6'-0
"
4'-0"
3'-6"
2" X 4" X 66" PLASTIC LUMBER
2 EA. REQ'D
16"X62" BLOCKOUT
NO. 25P GALV.DIAMOND
PLATE DOORS W/ LOCKING BOLTS
12" DIA.
HDPE SUMP
BASE
8,400 LBS
TOP
PCORP #7992605-SI #1720630
1,827 LBS
15kV, 3-PHASE TRANSFORMER SECTIONALIZING CABINET PADVAULT, STOCK ITEM 7992605 - STOCK ITEM 1720630
25kV, 3-PHASE TRANSFORMER SECTIONALIZING CABINET PADVAULT, STOCK ITEM 7992606 - STOCK ITEM 1008972
35kV, 3-PHASE TRANSFORMER SECTIONALIZING CABINET PADVAULT, STOCK ITEM 7992607 - STOCK ITEM 1008972
02
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1
8
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2
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IF
B

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21
5

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.
(3
8
5
)

2
1
2
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3
1
7
6
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
H

P
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A
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A
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MO
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03
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1
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/
2
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2
5
H.
E
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DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
I
STERE D P R OFESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OFESSION
A
L
E
NG
I
NEER
03/10/2023
62
4
0
7
0
03
/
1
0
/
2
0
2
5
PE
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SCALE: NTS1ELECTRICAL DETAILS - SECTIONALIZER
I-PC
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II-PC
III-PC
24
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24
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49-5/8
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SCALE: NTS2COMM BOX DETAIL
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4 x 4, Single Phase Transformer / Sectionalizing Padvault, Stock Item 7999607
TOP
SINGLE PHASE TRANSFORMER / SECTIONALIZING
No. 44-1626-PCORP
BASE
No. 444-B-PCORP
A A
SIDE VIEW
CUSTOMER-SUPPLIED 3" GALVANIZED RIGID CONDUIT (CAPPED)
CONCRETE PAD
RESERVED FOR
POWER
COMPANY
CONDUCTORS
POWER COMPANY
SERVICE
CONDUCTORS
CUSTOMER LOAD
CONDUCTORS
CONDUIT AND SWEEP SUPPLIED BY CUSTOMER
CONCRETE PAD
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CUSTOMER-SUPPLIED 3" GALVANIZED
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6' MAX
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WP GFCI
RECEPTACLE
'T4-MM'
METER MAIN
GRADE GRADE
6'X6' MANHOLE - FULL TRAFFIC VAULT, STOCK ITEM 7992595
BASE
13,425 LBS
TOP
FULL TRAFFIC VAULT TOP
PCORP #7992595
3,084 LBS
6'-0"
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0
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7'-0"
5'
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6
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PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
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G93.42 AC
G106.02 AC
G1110.00 AC
G127.53 AC
G136.16 AC
32+00
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H-FRAMECONCRETE PAD (BY OTHERS)
ES101
02
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B

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(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
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DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

E
NG
INEERR
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I
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03/10/2023
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ES102
Feet
1:100
4002000100
Scale: 1" = 100'
TANK 5 - SITE PLAN VIEW1
SI
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1
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1
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CONTROL PANEL (BY OTHERS)
METER MAIN PANEL 'T5-MM'
RMP TRANSFORMER VAULT
UTILITY TRANSFORMER
120/240V, 1PH, 25KVA
T5-MM-4
T5-MM-2
WP
H-FRAME
CONCRETE PAD (BY OTHERS)
02
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(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
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P
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03
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1
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2
5
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E
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DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OF ESSIONA
L
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I
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03/10/2023
62
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2
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03
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03
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1
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2
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2
5
ES102
Scale: 1" = 10'
ENLARGED VIEW - TANK 51
Feet
1:5
201005
EN
L
A
R
G
E
D

V
I
E
W

-

T
A
N
K

5
KEYED NOTES
PROVIDE (1) 1" CONDUIT FROM PANEL 'T5-MM' TO TANK MIXER
CONTROL PANEL. VERIFY EXACT CONNECTION POINT WITH
VENDOR PRIOR TO INSTALL.
PROVIDE (1) 1" CONDUIT FROM PLC ENCLOSURE TO THE
MIXER CONTROL ENCLOSURE FOR CONTROL WIRING.
PROVIDE (1) 1" CONDUIT FROM PLC ENCLOSURE TO THE TANK
FOR ANALOG INSTRUMENTS TO INCLUDE PRESSURE
TRANSMITTER.
PROVIDE (1) 1" CONDUIT FROM PLC ENCLOSURE TO THE TANK
FOR DISCRETE INSTRUMENTS TO INCLUDE HATCH ACCESS,
HIGH LEVEL SWITCH AND LOW LEVEL SWITCH.
VERIFY EXACT LOCATION OF MIXER CONTROL PANEL PRIOR
TO ROUGH-IN.
ROUTE CONDUIT UP THE SIDE OF TANK TO TOP OF TANK AND
ACROSS TOP OF TANK TO J-BOX LOCATED ON INSIDE OF
ROOF HATCH. UTILIZE UNISTRUT, MINERALACK STRAPS, LB'S
AS NEEDED.
CORE DRILL THROUGH HATCH WALL AND ENTER THE BACK
SIDE OF THE CONTROL/POWER J-BOX WITH A NIPPLE/MYERS
HUB FOR CONDUITS. SEAL PENETRATIONS WITH NSF 61
APPROVED METHODS, COORDINATE WITH CONTRACTOR ON
EXACT SEALING METHOD. SEAL THE INSIDE OF CONDUIT
NIPPLE.
INSTALL SMALL 316SS J-BOX ON THE INSIDE OF HATCH WALL
NEAR THE ACCESS LADDER. MAKE SURE IT DOESN'T CAUSE
ISSUES FOR CLIMBING UP/DOWN THE LADDER.
USE 316SS CABLE GRIPS TO SPLICE EQUIPMENT CABLE
PIGTAILS IN J-BOXES.
PROVIDE (1) 1" CONDUIT FROM MIXER CONTROL ENCLOSURE
TO THE TANK FOR TANK MIXER POWER. MAINTAIN A MINIMUM
OF 6" CLEARANCE FROM CONTROL CONDUITS IN SAME
TRENCH.
INSTALL (1) 2" SLEEVE ON THE INSIDE OF TANK WALL FOR
LEVEL TRANSMITTER TO BE EXTENDED FROM J-BOX HOOK
DOWN NEAR THE BOTTOM OF TANK.
INSTALL (1) 1" SLEEVE ON THE WALL AND FLOOR OF TANK FOR
MIXER. COORDINATE WITH CONTRACTOR ON EXACT
LOCATION OF MIXER AND IF MIXER HAS MOLDED CABLING
THAT REQUIRES A SLEEVE.
INSTALL STAINLESS STEEL HOOKS AS LOW AS POSSIBLE ONE
FOR EACH CABLE (HIGH FLOAT, LOW FLOAT, TRANSMITTER).
COIL UP THE CABLE AND USE STAINLESS STEEL KELLUM GRIP
TO HANG ON THE HOOK. DO THE SAME WITH MIXER ON THE
OPPOSITE SIDE OF TANK.
1
E04
2
ES102
Scale: 6" = 1'-0"
ENLARGED ELECTRICAL EQUIPMENT VIEW1
3
E04
1
2
3
4
5
6
7
8
9
10
11
12
13
(1) 2" C. FOR CONTROL WIRING
(1) 4" C. TO PRIMARY
SIDE OF TRANSFORMER
7
5
8
9
11
13 12
1
2
TANK MIXER
CONTROL PANEL
3
4
6
TYP
10
Scale: 1" = 5'-0"
ENLARGED TANK 5 SITE PLAN1
NO
T

F
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02
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B

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)

2
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N
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
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03
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1
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2
5
H.
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.
DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OF ESSIONA
L
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03/10/2023
62
4
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03
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2
0
2
5
03
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1
0
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2
0
2
5
ES103
Scale: 1" = 10'
ENLARGED VIEW - STATION T5021 Feet
1:10
4020010
EN
L
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D

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E
W

-

S
T
A
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T
5
0
2
1
E03
2
E03
(1) 2" C. FOR CONTROL WIRING
(1) 4" CONDUIT
(1) 4" C. FOR CONTROL WIRING
(1) 6" CONDUIT
NO
T

F
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CO
N
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2
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H
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W
N
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
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5
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03
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2
5
H.
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.
DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OF ESSIONA
L
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NG
I
NEER
03/10/2023
62
4
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03
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03
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1
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2
0
2
5
ES104
Scale: 1" = 10'
ENLARGED VIEW - STATION T5011 Feet
1:10
4020010
EN
L
A
R
G
E
D

V
I
E
W

-

S
T
A
T
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T
5
0
1
2
E04
2
E03
(1) 4" C. FOR CONTROL WIRING
(1) 6" CONDUIT
(1) 4" C. FOR CONTROL WIRING
(1) 6" CONDUIT
NO
T

F
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N
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NO
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F
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N
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38+00
39+00
W
W
W
W
W
W
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W
W
W
W
W
W
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COMM-39
02
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1
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2
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IF
B

D
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(3
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2
1
2
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S
H
O
W
N
(2410 SO.)
PHONE - 801-975-8844
1863 W ALEXANDER ST.
SALT LAKE CITY, UTAH 84119
DESIGN-BUILD SERVICES
QUALITY, INTEGRITY, PERFORMANCE, & VERSATILITY
HUNTELECTRIC, INC.
FAX - 801-975-0509
WA
S
A
T
C
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P
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A
K
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5
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03
/
1
0
/
2
0
2
5
H.
E
.
DS
NO.354252-2202
DARRIN B.
SANDERS
S
TATE OF UT A HS
TATE OF U T A H
R
EG
ISTERE D P R OFESSIONA
L

E
NG
INEERR
EG
I
STERE D P R OF ESSIONA
L
E
NG
I
NEER
03/10/2023
62
4
0
7
0
03
/
1
0
/
2
0
2
5
PE
R
M
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T

D
R
A
W
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03
/
1
0
/
2
0
2
5
03
/
1
0
/
2
0
2
5
ES105
Scale: 1" = 10'
ENLARGED VIEW - EXISTING STATION 391 Feet
1:10
4020010
EN
L
A
R
G
E
D

V
I
E
W

-

S
T
A
T
I
O
N

3
9
RUN CONDUITS TO
EXISTING SECTIONALIZER
AND COMM BOX. SEE PHASE
3C DRAWINGS.
(1) 4" C. FOR CONTROL WIRING
(1) 6" CONDUIT
NO
T

F
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CO
N
S
T
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T
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N
NO
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F
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