3-Attachment A Drawings 260528 (1).pdf

PDF 3 MB Posted May 28, 2026

Attached to: NS26-147 Heber City - Public Works Salt Storage Structure Repair/Replacement
Solicitation number: NS26-147
Issued by: Weber County, Hildale City, Utah

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Written by GovTribe AI · Jun 2, 2026

Architectural Drawings and Site Plan Summary

This document consists of architectural drawings and construction plans for the Heber City Public Works facility expansion project located at 749 West 300 South, Heber City, Utah. The project involves the remodeling and expansion of an existing office and vehicle storage facility, with proposed additions including a fleet and storage building, covered parking areas, and related infrastructure improvements. The site plan indicates a total project area of 5.23 acres with a total building footprint of 55,563 square feet, comprising a main building of 31,949 square feet and ancillary structures of 23,614 square feet. The project includes 53 total parking stalls (51 standard and 2 ADA spaces) and addresses existing salt and brine storage facilities, vehicle storage, salter racks, bulk storage, and drying bed areas. The drawings are dated December 6, 2019, with revisions through July 13, 2020, and are referenced as part of Record Set drawing AS101 with associated architectural site plans, salt storage building plans, sections, details, and structural footing/foundation plans.

The architectural drawings specify construction materials and systems including metal standing seam roofing, pre-finished metal wall panels, concrete paving (4-inch light duty and 4-inch heavy duty asphalt), 8-inch reinforced concrete slabs on grade with epoxy-coated reinforcement, CMU masonry walls matching the main building color with high-performance coating, metal stud framing, and various structural components including wood trusses, steel columns, and reinforced concrete footings. The project is zoned I-1 and includes specifications for site drainage, utility areas, outdoor rest areas, landscaping coordination, electrical equipment locations, gate access control systems, and bollard installations. Detailed sections and elevations address roof assembly specifications, wall construction details, eave details, and foundation requirements throughout the facility.

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Other files

File	Type	Posted
1-RP Heber Salt Storage Repair RFP - ADA w Attachments - 260528.pdf	PDF	May 28, 2026
2-Attachment A Cover - ADA - 260528.pdf	PDF	May 28, 2026
4-Attachment B - ADA - 260528.pdf	PDF	May 28, 2026

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EXISTING OFFICE + VEHICLE STORAGE TO BE REMODELED

PROPOSED

OFFICE ADDITION

PROPOSED FLEET &

STORAGE ADDITION

ADDITIONAL COVERED PARKING

EXISTING COVERED PARKING

EXISTING SALT

STORAGE TO BE

REPURPOSED

FOR TOP SOIL

STORAGE

SALT STORAGE

FUTURE

BRINE

STORAGE

EXISTING

SALTER

RACKS VACTOR

DUMP

EXISTING

BULK

STORAGE

DRYING

BED

AS121

AS111

GI132

ARCH FFE: 100'-0"

OUTDOOR

REST AREA

32.0232.02

32.0132.01

UTILITY

AREA

5' -0

T A

'-0

4' -0

5'- 0"

20'-0"

5'- 0"

N89°43'22"W 658.67'

°4 8'

S89°12'00"E 660.00'

°4 8'

.0 0'

FUTURE

VEHICLE

STORAGE

FUTURE

ADDITIONAL

SALTER RACKS

FUTURE

BULK

STORAGE

FUTURE

VEHICLE

STORAGE

FUTURE

CANOPY

TYP.

32.06

20'-0"

'-0

26.01

02.1402.14

ABOVE GROUND SALT RETENTION POND

'-0

80'- 0"

AS501

GI134

28.01

5'-0"

28.02

2' -0

-0

E R

32.03

28.03

32.06

02.28

32.08

02.3002.30

(1 6)

S T

'-0

9' -0

-0

9' -0

T A

'-0

5' -0

R 5'-0"

6' -6

4) S

T A

'-0

R 5'-0"

20'-0" 29'-5" 20'-0"

R 4'-6"

02.4102.4102.41

'-9

PER GATE

MANUFACTURER

32.11

02.42

32.12

LANDSCAPING, COORDINATE WITH LANDSCAPE

DRAWINGS

CONCRETE PAVING

NEW CONSTRUCTION EXPANSION

EXISTING BUILDING

CONTRACT LIMIT LINE

PROPERTY LINE

SITE LEGEND:

4" HEAVY DUTY ASPHALT

4" LIGHT DUTY ASPHALT

ZONE: I-1

SITE SUMMARY:

SITE AREA:

TOTAL BUILDING FOOTPRINT:

LANDSCAPING:

TOTAL IMPERVIOUS:

PARKING/DRIVEWAY:

SIDEWALK/HARDSCAPE:

AREA

5.23 ACRES

55,563 SF

11,813 SF

120,787 SF

74,518 SF

3,656 SF

% OF TOTAL

MAIN BUILDING:

ANCILLARY STRUCTURES:

31,949 SF 14

23,614 SF 10

TOTAL STANDARD PARKING STALLS:

PARKING SUMMARY:

TOTAL ADA PARKING STALLS:

TOTAL PARKING STALLS

R E

C O

R D

D R

A W

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DATE

PROJECT #:

REVISION

:0 5:

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U s e rs

\d s te p h e n s \D o c u m e n ts

H e b e r

P u b lic

W o rk s C e n tr a l_ v d m s R

S .r v t

AS101

ARCHITECTURAL

SITE PLAN

12/06/2019

H E

B E

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T H

H E

B E

R C

T A

16024

RECORD SET

SCALE 1" = 20'-0"AS101

A6 ARCHITECTURAL SITE PLAN

02.14 EXISTING LANDSCAPING TO REMAIN, COORDINATE WITH

LANDSCAPING DRAWINGS.

02.28 EXISTING CURB AND GUTTER TO REMAIN, GC TO

COORDINATE WITH OWNER TO VERIFY WHICH LOCATIONS

OF EXISTING CURB AND GUTTER IS TO BE REPLACED.

02.30 EXISTING ADA PARKING SIGN AND POST TO REMAIN.

02.41 EXISTING ELECTRICAL EQUIPMENT TO REMAIN.

02.42 EXISTING FENCE TO REMAIN.

26.01 FUTURE ACCESS CONTROL PEDESTAL FOR FUTURE

AUTOMATIC WASH SYSTEM, PEDESTAL TO BE ON A FUTURE

RAISED CONCRETE SLAB WITH CURBS.

26.05 EXTERIOR LIGHTING, COORDINATE WITH ELECTRICAL

DRAWINGS.

28.01 EXISTING GATE TO BE REPLACED WITH A DOUBLE GATE

ENTRY SYSTEM UTILIZING VERTICAL PIVOT LIFTS, HEIGHT

TO MATCH EXISTING ADJACENT FENCING. COORDINATE

WITH SPECIFICATIONS.

28.02 REMOVE THE EXISTING ACCESS CONTROL PEDESTAL AND

PROVIDE A GURU 72-3-12-12 PEDESTAL OR EQUAL WITH A

CONCRETE PAD THAT MEETS THE PEDESTAL'S

REQUIREMENTS IN THE SAME LOCATION. THE OWNER'S

SECURITY CONTRACTOR TO PROVIDE ACCESS CONTROL,

COORDINATE WITH ELECTRICAL DRAWINGS.

28.03 GATE CONTROLLER, COORDINATE WITH SPECIFICATIONS.

32.01 EXISTING CONCRETE PAVING.

32.02 8" CONCRETE PAVING, COORDINATE WITH CIVIL DRAWINGS.

32.03 4" CONCRETE PAVING, COORDINATE WITH CIVIL DRAWINGS.

32.06 4"X4" BOLLARD, SEE DETAIL C3/AS501.

32.08 CONCRETE CURB AND GUTTER, COORDINATE WITH CIVIL

DRAWINGS.

32.11 REROUTE THE EXISTING FENCE SO THE FDC IS ON THE

PUBLIC SIDE. PROVIDE A MOWSTRIP TO RUN WITH THE

REROUTED FENCE.

32.12 MAN GATE WITH DROP FORK LATCH ASSEMBLY.

KEY NOTES:

NORTH

1. PROPERTY LINES SHOWN ON THIS DRAWING ARE TAKEN

FROM THE RECORD OF SURVEY AS RECORDED BY WASATCH

COUNT . THE ARCHITECT DOES NOT TAKE RESPONSIBILITY

FOR THE ACCURACY OF THE BOUNDARIES AS SHOWN.

GENERAL NOTES:

07/13/2020

AS111

AS112

AS111

D6 S1

'-0

60'-0"

EQEQEQEQEQEQ

E Q

-5" FROM GRADE

SLOPE

S L O

P E

SLOPE

S L O

P E

AS112

2'-0"

1' -6

2'-0"

TYP.

32.06

2'-0" 2'-0"

AS112

N O

P E

F R

O M

G R

A T

O S

03.08

TYP.

03.03

03.08

TYP.

03.07

S.O.G.

SEE CIVIL PLANS

S.O.G.

SEE CIVIL PLANS

+10" FROM GRADE

S L O

P E

+10" FROM GRADE

T.O. CMU

T.O. CONC.

SA SB SC

110'-0"

120'-0"

05.02

04.04

03.07

05.03

32.06

07.01

07.07

T.O. CONC.

T.O. CMU

S1 S2

110'-0"

120'-0"

12"

05.03

04.04

03.07

TYP.

32.06

05.02

07.01

T.O. CONC.

T.O. CMU

S1S2

110'-0"

120'-0"

12"

05.03

04.04

03.07

05.02

4" / 12"4" / 12"

05.0205.02

G E

AS112

120'-0"

T.O. CMU

120'-0"

120'-0"120'-0"

T.O. CMU T.O. CMU

T.O. CMU

2'-0"3'-0"2'-0" 3'-0"

07.0607.0607.0607.06

3' -0

07.07 07.07

3' -0

3'-0"

AS11107.05

20'-0"

C-6

AS111

TYP.

06.02

EQEQ

1/2"

2X WOOD FRAMING

AROUND OPENING

ALUMINUM HINGE

MECHANICALLY FASTENED

5/8" PLYWOOD TRIM

AROUND ALL SIDES OF

OPNING, MECHANICALLY

FASTENDED TO PLYWOOD

CEILING.

5/8" ROOF HATCH DOOR,

PLYWOOD

36" CLR TO OPP. SIDE

1/2"

OPP. SIDE

EQ TO 5/8" ROOF HATCH DOOR,

PLYWOOD

WOOD JOIST AS SCHEDULED,

SEE STRUCTURAL DRAWINGS

5/8" PLYWOOD TRIM AROUND

ALL SIDES OF OPNING,

MECHANICALLY FASTENDED

TO PLYWOOD CEILING.

MATCH JOIST OPENING

DECK BEARING ELEVATION (PLAN)

ROOFING MEMBRANE OVER 7" RIGID

INSULATION (R-35) OVER METAL

DECK

ROOFING MEMBRANE OVER 6" RIGID

INSULATION (R-30) OVER METAL

DECK

CRICKET, SLOPED AT 1/4"=1'

ROOF DRAIN

OVERFLOW ROOF DRAIN

EXISTING MEMBRANE ROOF SYSTEM

STANDING SEAM ALUMINUM

SHEATHING OVER ICE & WATER

SHIELD OVER METAL DECK (LINES

DRAWN TO SHOW DIRECTION OF

SEAM)

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123456

DATE

PROJECT #:

REVISION

:0 5:

M C

U s e rs

\d s te p h e n s \D o c u m e n ts

H e b e r

P u b lic

W o rk s C e n tr a l_ v d m s R

S .r v t

AS111

SALT STORAGE

BLDG. PLANS &

ELEVATIONS

12/06/2019

H E

B E

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U B

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T H

H E

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T A

16024

RECORD SET

SCALE 1/8" = 1'-0"AS111

A3 SALT & BRINE STORAGE FLOOR PLAN

SCALE 1/8" = 1'-0"AS111

D4 EXTERIOR ELEVATION

SCALE 1/8" = 1'-0"AS111

D2 EXTERIOR ELEVATION

NORTH

16'8'0"

SCALE 1/8" = 1'-0"AS111

D6 EXTERIOR ELEVATION

SCALE 1/8" = 1'-0"AS111

A4 SALT & BRINE STORAGE ROOF PLAN

NORTH

16'8'0"

03.03 CONCRETE CONTROL JOINT.

03.07 SEALED ARCHITECTURAL CONCRETE WALL WITH HIGH

PERFORMANCE COATING, COORDINATE WITH

STRUCTURAL DRAWINGS.

03.08 SEALED CONCRETE SLAB WITH HIGH PERFORMANCE

COATING AS SCHEDULED.

04.04 8X8X16" CMU TO MATCH COLOR OF MAIN BUILDING; SEAL

SURFACE WITH HIGH PERFORMANCE COATING.

05.02 METAL STANDING SEAM ROOF.

05.03 PREFINISHED METAL WALL PANELS.

06.02 LAYOUT OF 4'X8' TREATED PLYWOOD BOARDS.

07.01 12" METAL COPING, COLOR TO MATCH EXISTING.

07.05 ATTIC ACCESS HATCH, COORDINATE OPENING BETWEEN

JOISTS.

07.06 SNOWGUARD, SEE SPECIFICATIONS.

07.07 DOWNSPOUT FROM GUTTER.

26.06 LIGHT FIXTURE, COORDINATE WITH ELECTRICAL

DRAWINGS.

32.06 4"X4" BOLLARD, SEE DETAIL C3/AS501.

KEY NOTES:

SCALE 1/8" = 1'-0"AS111

A6 SALT & BRINE STORAGE REFLECTED CEILING PLAN

NORTH

16'8'0"

SCALE 1 1/2" = 1'-0"AS111

E1 ROOF HATCH DETAIL

SCALE 1 1/2" = 1'-0"AS111

E2 ROOF HATCH DETAIL

CEILING TYPES:

C-1 5/8" PAINTED GYPSUM CEILING BOARD OVER 20 GA. 3 5/8"

METAL STUD FRAMING @ 16" O.C.

C-2 24"X48" SUSPENDED ACCOUSTICAL CEILING PANEL

C-3 OPEN TO STRUCTURE; PAINTED

C-4 5/8" PAINTED MOISTURE RESISTANT GYPSUM BOARD OVER

20 GA. 3 5/8" METAL STUD FRAMING @ 16" O.C.

C-5 OPEN TO STRUCTURE; PAINTED WITH HIGH PERFORMANCE

COATING

C-6 5/8" TREATED PLYWOOD

C-7 CERAMIC TILE OVER MOISTURE RESISTANT GYPSUM

BOARD OVER 20 GA. 3 5/8" METAL STUD FRAMING @ 16"

O.C., SIZE AND COLOR BY ARCHITECT.

LEGEND:

T.O. CONC.

TRUSS BEARING

120'-0"

AS112

110'-0"

AS112

MTL. STANDING

SEAM ROOF

04.04

03.07

120'-0"

T.O. CONC.

TRUSS BEARING

AS112

110'-0"

AS112

04.04

03.07

110'-0"

T.O. CONC. BEYOND

120'-0"

TRUSS BEARING

AS112

03.07

04.04

GRID

T.O. CMU

120'-0"

STANDING SEAM

MTL. ROOF SYSTEM

ICE & WATER SHEILD

PRE-FINISHED

FLASHING

PLYWOOD

SHEATHING

MTL. PANEL

2X WOOD FRAMING,

PRESSURE TREATED

MTL. PANEL SOFFIT

CMU BLOCK

WOOD TRUSS, SEE

STRUCT.DWGS

5 1/2"

CONT. MTL. GUTTER

T.O. CMU

120'-0"

PRE-FINISHED

FLASHING

STANDING SEAM MTL.

ROOF SYSTEM

MTL. PANEL

PLYWOOD SHEATHING

2X WOOD FRAMING,

PRESSURE TREATED

WOOD TRUSS, SEE

TRUCT. DWGS

ICE & WATER

SHEILD

PLYWOOD

SHEATHING

MTL. PANEL SOFFIT

STANDING SEAM ROOF

RIDGE W/ Z CLOSURES

ICE & WATER SHEILD

STANDING SEAM MTL.

ROOF SYSTEM

WOOD TRUSS, SEE

STRUCT. DWGS

PLYWOOD SHEATHING

SEALANT VERTICAL

LEG & UNDER Z

3/4" CHAMFER

CONC. WALL AS

SCHEDULED

CMU BLOCK

METAL ROOF

ASSEMBLY

ROOF

UNDERLAYMENT

WOOD SHEATING AS

SCHEDULED

CONT. 1X4

END TRUSS

2X6 @ 16" O.C.

1/2" OSB

PREFINISHED FASCIA

PANELS

CONT. SEALANT

2X8, TREATED

5/8" X 8" ANCHOR

BOLT @ 32" O.C.

CMU

T.O. CMU

120'-0"

CONC. WALL AS

SCHEDULED

ADJACENT GRADE;

MATERIALS MAY VARY

CONC. SLAB AS

SCHEDULED10"

AS112

3/4" CHAMFER

CONC. WALL AS

SCHEDULED

CMU BLOCK

FLASHING

WALL CAP

CMU BLOCK

WOOD

CONC. WALL AS

SCHEDULED

EARTH

10"

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DATE

PROJECT #:

REVISION

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U s e rs

\d s te p h e n s \D o c u m e n ts

H e b e r

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W o rk s C e n tr a l_ v d m s R

S .r v t

AS112

SALT STORAGE

BLDG.

SECTIONS &

DETAILS

12/06/2019

H E

B E

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H E

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16024

RECORD SET

03.07 SEALED ARCHITECTURAL CONCRETE WALL WITH HIGH

PERFORMANCE COATING, COORDINATE WITH STRUCTURAL

DRAWINGS.

04.04 8X8X16" CMU TO MATCH COLOR OF MAIN BUILDING; SEAL

SURFACE WITH HIGH PERFORMANCE COATING.

KEY NOTES:

SCALE 3/4" = 1'-0"AS112

A2 WALL SECTION

SCALE 3/4" = 1'-0"AS112

A1 WALL SECTION

SCALE 3/4" = 1'-0"AS112

A3 WALL SECTION

SCALE 1 1/2" = 1'-0"AS112

C6 SALT STORAGE EAVE DETAIL

SCALE 1 1/2" = 1'-0"AS112

E5 SALT STORAGE OPEN RAKE DETAIL

SCALE 1 1/2" = 1'-0"AS112

E6 SALT STORAGE RIDGE DETAIL

SCALE 1 1/2" = 1'-0"AS112

B6 SALT STORAGE WALL CHAMFER DETAIL

SCALE 1 1/2" = 1'-0"AS112

D5 SALT STORAGE RAKE DETAIL

SCALE 1 1/2" = 1'-0"AS112

D6 SALT STORAGE BASE OF WALL DETAIL

SCALE 3/4" = 1'-0"AS112

A4 Detail 71

SCALE 1 1/2" = 1'-0"AS112

B5 SALT STORAGE WALL CHAMFER DETAIL

SCALE 1 1/2" = 1'-0"AS112

C5 SALT STORAGE WALL CAP DETAIL

SCALE 1 1/2" = 1'-0"AS112

A5 SALT STORAGE BASE OF WALL DETAIL

PRE-FAB W

OOD TRUSSES AT 2' - 0" O

.C.

ROOF FRAMING PLAN NOTES

ROOF FRAMING DESIGN LOADS

ROOF LOADS:

DEAD LOAD

SNOW LOAD

TOTAL LOAD

20 psf 78 psf 98 psf

1. VERIFY ALL ROOF OPENINGS FOR MECHANICAL SHAFTS, DRAINS, ETC. WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS.

2. ALL ROOF OPENINGS GREATER THAN, OR EQUAL TO, 12" x 12" SHALL BE FRAMED AS INDICATED IN DETAILS 1/SF521 AND 2/SF521. FOR OPENINGS WHICH CUT LESS THAN TWO DECK FLUTES, SEE DETAIL

3/SF511.

3. SEE DETAIL 5/SF521 WHEN MECHANICAL UNITS ARE HUNG BELOW JOISTS.

4. SEE DETAIL 1/SF521 FOR FRAMING AROUND ALL OPENINGS.

5. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF TOP MECHANICAL UNITS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE DETAIL 6/SF521 FOR STEEL FRAMES AT ALL ROOF TOP EQUIPMENT.

COORDINATE OPENINGS WITH MECHANICAL, ELECTRICAL, AND GENERAL CONTRACTORS.

7. SEE ARCHITECTURAL PLANS FOR DIMENSIONS TO ALL STEEL COLUMNS.

9. SEE DETAIL 7/SB501 FOR ADDITIONAL REINFORCING AT MISCELLANEOUS OPENINGS IN CONCRETE WALLS.

10. SEE DETAIL 3/SB501 FOR TERMINATION OR HORIZONTAL REINFORCING IN CONCRETE WALLS.

11. SEE DETAIL 1/SF521 FOR ANY OPENINGS IN TRUSSED ROOF.

12. ALL JOISTS SHALL HAVE 5" DEEP BEARING ENDS (UNO).

13. JOIST BRIDGING SHOWN ON PLANS IS FOR REPRESENTATION ONLY: ACTUAL SIZE, QUANTITY, AND LOCATION WILL BE DETERMINED BY THE JOIST SUPPLIER PER 'SJI' REQUIREMENTS. ALL BRIDGING AND BRIDGING ANCHORS NEED TO BE IN PLACE BEFORE APPLYING ANY LOADS. WHERE SKYLIGHTS OR MECHANICAL UNITS/DUCTS INTERRUPT HORIZONTAL BRIDGING, PROVIDE CROSS BRIDGING AT JOIST SPACES ON EACH SIDE OF OPENING. WHERE DIAGONAL BRIDGING CONFLICTS WITH MECHANICAL DUCTS, REMOVE DIAGONAL BRIDGING AND REPLACE WITH HORIZONTAL BRIDGING AFTER ROOF DECK IS ION PLACE.

14. JOIST DESIGNER SHALL DESIGN JOISTS AND GIRDERS AND SUPPLY ADDITIONAL BRIDGING AS REQUIRED

FOR UPLIFT DUE TO WIND. ASSUME:

DEAD LOAD = 12psf WIND UPLIFT = 20psf (TOTAL-ALLOWABLE)

NO 1/3 STRESS INCREASE ALLOWED.

S1 S2

FC2.5

96' - 6"

8" THICK REINFORCED CONCRETE SLAB ON GRADE

REINFORCED WITH EPOXY COATED #5 AT 18" O.C.

EACH WAY, TYPICAL (UNO). TOP OF SLAB VARIES,

SEE ARCH. PROVIDE X 4PEX ADMIX INTO THE MIX.

60' - 0"

CW-10A

C W

-1 0A

C W

-1 0A

FC2.5

96' - 6"

CW-10A CW-10A

FC2.5

96' - 6"

ALL REBAR IN CONCRETE

WALLS TO BE EPOXY COATED,

ADD X 4PEX ADMIX INTO THE MIX

6' - 0" 6' - 0"

8" THICK REINFORCED CONCRETE SLAB ON GRADE

REINFORCED WITH EPOXY COATED #5 AT 18" O.C.

EACH WAY, TYPICAL (UNO). TOP OF SLAB VARIES,

SEE ARCH. PROVIDE X 4PEX ADMIX INTO THE MIX.

SB503

S1 S2

M W

-8 A

M W

-8 A

MW-8A

60' - 0"

MW-8AMW-8A

PRESSURE TREATED PLYWOOD BELOW

6' - 0" 6' - 0"

ALL REBAR IN MASONRY WALLS

TO BE EPOXY COATED

SIMPSON CS16 STRAP x CONT, PROVIDE 2x4 FLAT BLOCK UNDERNEATH

PLYWOOD (4) LOCATIONS EQUALLY SPACED

T =C = 5.0K

G E

SF521

V1 V2 V3 V5

SC-7A

CP-18B

SC-7A

CP-18A

SC-7A

CP-18A

SC-7A

CP-18A

SC-7A

CP-18A

SC-7A

CP-18A

CW-14A

FC2.0

96' - 0"

CW-10A

FC2.0

96' - 0"

C W

-1 4A

C W

-1 4A

FS5.5A

96' - 0"

FS5.5A

96' - 0"

FS5.5A

96' - 0"

FS5.5A

96' - 0"

FS5.5A

96' - 0"

FS5.5A

96' - 0"

C W

-8 A

8" THICK REINFORCED CONCRETE

SLAB ON GRADE REINFORCED

WITH #4 AT 12" O.C.

EACH WAY, TYPICAL (UNO). TOP OF

SLAB VARIES, SEE ARCH.

C W

-1 4A

50' - 7"16' - 8"32' - 2"

99' - 5"

8" THICK REINFORCED CONCRETE

SLAB ON GRADE REINFORCED

WITH #4 AT 12" O.C.

EACH WAY, TYPICAL (UNO). TOP OF

SLAB VARIES, SEE ARCH.

C W

-8 A

METAL GRATING,

SEE ARCH

8" DEPRESSED SLAB

SB502

SB503

V1 V2 V3 V5

W16X36

SC-7A

W16X26

W16X26W16X36

16' - 8"32' - 2"

1' - 7" 1' - 7"

2" 1'

5" DEEP EXTENDED ENDS, TYP.

(DOUBLE SNOW LOAD)

5" DEEP EXTENDED ENDS, TYP.

(DOUBLE SNOW LOAD)

NOTE: ALL STEEL SHALL

BE GALVANIZED

TYP

SF521

INDICATES CONTROL / CONSTRUCTION

JOINT, SEE DETAIL(S) 4/SB501

C.J.

INDICATES ADDITIONAL TOP CHORD

ALLOWABLE LOAD. DUE TO SEISMIC, NO 1/3

INCREASE ALLOWED

T=C=x

INDICATES CONCRETE PIER. SEE

SCHEDULE ON SHEET SF601

CP-x

INDICATES THICKENED SLAB FOOTING.

SEE SCHEDULE ON SHEET SF601

FTSx.x

INDICATES SPOT FOOTING. SEE SCHEDULE

ON SHEET SF601

FSx.x

INDICATES CONTINUOUS FOOTING. SEE

SCHEDULE ON SHEET SF601

FCx.x

INDICATES STEEL COLUMN, SEE

SCHEDULE ON SHEET SF602

SC-x

DEPRESS FOUNDATION WALL AND POUR

SLAB OVER. SEE DETAIL 2/SB503

INDICATES PLYWOOD ROOF SHEATHING,

SEE SCHEDULE ON SHEET

INDICATES METAL STUD TYPE, SEE

SCHEDULE ON SHEET SF602

MSW-x

INDICATES CONCRETE FOUNDATION WALL

TYPE, SEE SCHEDULE ON SHEET SF601

CW-x

INDICATES DEPRESSED SLAB, SEE

ARCHITECTURAL PLANS.

INDICATES METAL STUD WALL. DASHED

WALLS STOP AT DECK

INDICATES MASONRY WALL. DASHED

WALLS STOP AT DECK

INDICATES CONCRETE WALL. DASHED

WALLS STOP AT DECK

INDICATES FOOTING STEP, SEE DETAIL

1/SB501, SIM.

FOOTING DESIGNATION

TOP OF FOOTING ELEVATION

SECTION MARK

SHEET NUMBER

MARKS AND SYMBOLS LEGEND

1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH

ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC.

3. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS.

4. SEE "EARTHWORK" NOTES ON SHEET SJ001.

5. ALL SPOT FOOTINGS SHALL BE CENTERED UNDER COLUMNS (UNO).

6. SEE DETAILS 2/SB502 AND 3/SB502 FOR CONDITION WHERE BURIED PIPES RUN PARALLEL AND

PERPENDICULAR TO FOOTINGS.

7. SEE DETAIL 4/SB501 FOR TYPICAL CONTROL/CONSTRUCTION JOINTS IN CONCRETE SLAB ON GRADE.

8. SEE DETAIL 6/SB501 FOR SLAB REINFORCING WHERE CONTROL JOINTS ARE DISCONTINUOUS.

9. SEE DETAIL 7/SB501 FOR ADDITIONAL REINFORCING AT MISCELLANEOUS OPENINGS IN CONCRETE WALLS.

10. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS.

11. SEE DETAIL 5/SB501 FOR DETAILS AT SLAB DEPRESSIONS.

12. SEE 1/SB503 FOR METAL STUD BOTTOM TRACK FASTENER DETAIL.

FOOTING AND FOUNDATION PLAN NOTES

R E C

Th es e re co rd d oc um en ts h av e be en p re pa re d on in fo rm at ion p ro vid ed b y ot he rs

Th e co ns ul ta nt h as n ot v er ifie d th e ac cu ra cy a nd

/o r c om pl et en es s of th is in fo rm at io n an d w ill no t b e re sp on si bl e fo r a ny e rro rs o r o m is sio ns th at m ay b e in co rp or at ed a s a re su lt of e rro ne ou s in fo rm at ion p ro vid ed b y ot he rs

12345

123456

DATE

PROJECT #:

REVISION

SS102

VACTOR AND

SALT BUILDING

PLANS

12/06/2019

H e b e r C it y P u b lic W o rk s F a c ili ty E x p a n s io n

W e st

S o u th

H e b e r

C ity

170648

RECORD SET

0" 8'-0" 16'-0"4'-0"1/8" = 1'-0"

SALT BUILDING FOOTING AND FOUNDATION PLAN

1 N

O R

T H

0" 8'-0" 16'-0"4'-0"1/8" = 1'-0"

SALT BUILDING ROOF FRAMING PLAN

2 N

O R

T H

0" 8'-0" 16'-0"4'-0"1/8" = 1'-0"

VACTOR STATION FOOTING AND FOUNDATION PLAN

0" 8'-0" 16'-0"4'-0"1/8" = 1'-0"

VACTOR STATION ROOF FRAMING PLAN

O R

T H

N O

R T

66049-21

170648_SB503-01

BOTTOM TRACK FASTENER DETAIL

[PLAN VIEW]

TYPICAL ANCHOR FASTENER,

SEE SCHEDULE

DRILLED OR NOTCHED

MORE THAN 1/3 WIDTH

OF TRACK

d = 9" MAXIMUM OR

7 FASTENER

DIAMETERS, MINIMUM

BREAK IN BOTTOM TRACK

CONT METAL BOTTOM

TRACK, SEE SCHEDULE

EQ EQ

'd' 'd'

'd'

E Q

NO SCALE

170648_SB503-02

EXTERIOR FOUNDATION WALL DETAIL AT METAL STUD WALL

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

CONCRETE FOOTING,

SEE PLAN AND SCHED

WALL FINISH, SEE ARCH

METAL STUD WALL

SEE PLAN AND SCHED

AT WALL WITH VENEER

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

CONCRETE FOOTING,

SEE PLAN AND SCHED

AT OPENING

#4 DOWEL x 3'-6"

AT 18" O.C. 24"

18"

WALL BEYOND

AT GLAZING

GLAZING, SEE ARCH

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

CONCRETE FOOTING,

SEE PLAN AND SCHED

#4 DOWEL x 3'-6"

AT 18" O.C. 24"

18"

CONC FOUNDATION WALL,

SEE PLAN AND SCHED

CONC FOUNDATION WALL,

SEE PLAN AND SCHED

CONC FOUNDATION WALL,

SEE PLAN AND SCHED

VENEER, SEE ARCH

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

CONCRETE FOOTING,

SEE PLAN AND SCHED

WALL FINISH, SEE ARCH

METAL STUD WALL

STUDS AT 16" O.C.

AT WALL WITH METAL PANEL

CONC FOUNDATION WALL,

SEE PLAN AND SCHED

CHAMFER (WHERE OCCURS),

SEE ARCH

METAL PANEL,

SEE ARCH

CHAMFER (WHERE OCCURS),

SEE ARCH

WALL SHEATHING,

WHERE OCCURS

SEE SCHEDULE

EDGE FASTENER,

SEE SCHEDULE, TYP

WALL SHEATHING,

WHERE OCCURS

SEE SCHEDULE

EDGE FASTENER,

SEE SCHEDULE

A A

SECTION A-A

WALL SHEATHING, SEE

SCHEDULE

VENEER, SEE ARCH

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

STEEL COLUMN, SEE

PLAN AND SCHEDULE

WALL BEYOND

STEEL BASE PL (SEE

SCHED) ON 1.1/2"

NON-SHRINK GROUT

CONCRETE FOOTING,

SEE PLAN AND SCHED

CONCRETE PIER,

SEE PLAN AND SCHED

(CONTINUOUS WALL)

SECTION A-A

(CORNER)

EDGE FASTENER,

SEE SCHEDULE

#10 STS AT 12" O.C. AT

CHAMFER (WHERE OCCURS),

SEE ARCH

EACH FACE OF COLUMN

INSULATION, SEE ARCH

INSUILATION, SEE ARCH

AT STEEL COLUMN

INSUILATION, SEE ARCH

INSULATION, SEE ARCH

8" 8"

NO SCALE

2311681-23

170648_SB503-03

TYPICAL STEEL COLUMN IN METAL STUD WALL

STEEL COLUMN, SEE

PLAN AND SCHEDULE

STEEL BASE PLATE (SEE

SCHEDULE) ON 1.1/2"

NON-SHRINK GROUT

5/16

CONCRETE BLOCKOUT

TYPICAL METAL

STUDS AT COLUMN

TYPICAL SHEARWALL

EDGE FASTENING

METAL STUD WALL,

SEE PLAN AND SHED

CONT METAL BOTTOM

TRACK WITH FASTENER,

THICKENED SLAB

FOOTING, SEE PLAN

AND SCHEDULE

CONCRETE FOOTING,

SEE PLAN AND SCHED

NOTE: WALL SHEATHING

NOT SHOWN

#10 STS AT 12" O.C.

EACH SIDE OF COLUMN

SEE SCHEDULE

NO SCALE

170648_SB503-04

CONCRETE FOUNDATION WALL AT EXISTING BUILDING

SF601

CONT CONCRETE FOOTING

REINFORCED WITH (2)

#5 x CONT BAR

DRILL AND EXPOXY #3

HOOK BARS TOP AND

BOTTOM AT 24" O.C.

WITH 4" EMBEDENT

DRILL AND EPOXY VERT

REINFORCEMENT INTO

EXISTING FOOTING

EMBEDMENT AT (45°)

DRILL AND EPOXY #5

HOOK BAR AT 24" O.C.

(E) FOUNDATION WALL

(E) CONCRETE SLAB

ON GRADE

CONCRETE FOUNDATION WALL,

SEE PLAN AND SCHEDULE

CONCRETE SLAB ON

GRADE, SEE PLAN

WALL SHEATHING,

SEE SCHEDULE

METAL STUD WALL,

SEE PLAN AND SCHEDULE

(E) WALL

CONT CONCRETE FOOTING

REINFORCED WITH (2)

#5 x CONT BAR

DRILL AND EXPOXY #3

HOOK BARS TOP AND

BOTTOM AT 24" O.C.

WITH 4" EMBEDENT

DRILL AND EPOXY VERT

REINFORCEMENT INTO

EXISTING FOOTING

EMBEDMENT AT (45°)

(E) FOOTING

(E) FOUNDATION WALL

(E) CONCRETE SLAB

ON GRADE

CONCRETE FOUNDATION WALL,

SEE PLAN AND SCHEDULE

CONCRETE SLAB ON

GRADE, SEE PLAN

AT WALL

AT OPENING

#4 DOWEL AT 16" O.C.

24"

TOP OF SLAB -

TOP OF FOOTING

ELEVATION - 4"

2" SEISMIC SEPARATION JOINT

(E) FOOTING

DRILL AND EPOXY #5

HOOK BAR AT 24" O.C.

1'-6"

1' -0

1'-6"

1' -0

NO SCALE

82432-21

170648_SB503-05

THICKENED SLAB FOOTING AT INTERIOR METAL STUD WALL

CONCRETE SLAB ON

GRADE, SEE PLAN

CONT METAL BOTTOM TRACK

WITH FASTENER, SEE SCHED

METAL STUD WALL,

SEE PLAN AND SCHED

CONCRETE FOOTING,

SEE PLAN AND SCHED

FOOTING WIDTH -

SEE SCHEDULE

F T

G D

E P

T H

E E

S C

H E

D U

NO SCALE

9307777-21

NEW OPENING THROUGH EXISTING MASONRY WALL

SAW -CUT OPENING

OPENING <= 4'-0" OPENING > 4'-0"

TYP

1/4

TYP

1/4

(E) MASONRY WALL

SECTION A

SECTION B

SECTION C

HSS10x2x1/4 WITH COUNTER

SUNK 3/4"DIA EXPANSION

BOLTS AT 24" O.C.

HSS10x4x1/4 WITH COUNTER

SUNK 3/4"DIA EXPANSION

BOLTS AT 24" O.C.

C10x25 WITH COUNTER

SUNK 3/4"DIA EXPANSION

BOLTS AT 24" O.C.

SOLID GROUT HOLLOW

CELLS AT EXPANSION BOLTS

SOLID GROUT HOLLOW

CELLS AT EXPANSION BOLTS

SOLID GROUT HOLLOW

CELLS AT EXPANSION BOLTS

NOTE: 1. CORE DRILL CORNERS BEFORE SAW CUTTING. DO NOT OVERCUT.

(HSS8x AT 8" WALL)

(C8x18.7 AT 8" WALL)

NO SCALE

170648_SB503-07

FOOTING DETAIL AT STEEL COLUMN

(E) SLAB ON GRADE

BASE PLATE OVER

1.1/2" N.S. GROUT

STEEL COLUMN, SEE

PLAN AND SCHEDULE

(4) #5 TOP

AND BOTTOM

#5 AT 12" O.C. TOP

AND BOTTOM, DRILLED

AND EPOXIED INTO

EXISTING FOOTING

SEE PLAN

CUT TOP OF (E)

FOUNDATION WALL 6"

BELOW GRADE AT STEEL

COLUMN

3/4"DIA ALL THREAD, DRILL

AND EPOXY 6" INTO

FOOTING

NO SCALE

1573377-21

MASONRY WALL TO CONCRETE TILT-UP WALL PANEL

[PLAN VIEW]

CONCRETE TILT-UP

WALL PANEL, SEE

PLAN AND ELEVATIONS

EPOXY DOWEL TO MATCH

SIZE AND SPCING OF

HORIZ REINF IN MASONRY

WALL

(2) VERT BARS TO MATCH

SIZE OF SCHEDULED VERT

REINF IN MASONRY WALL

SCHEDULED HORIZ WALL

REINFORCING

MASONRY WALL, SEE

PLAN AND SCHEDULE

NO SCALE

0-05

TYPICAL CONCRETE SLAB ON GRADE AT

POUR-BACK STRIP

JOINT BETWEEN SLAB

ON GRADE AND POUR-

BACK STRIP

#4 BARS AT 18" O.C.

EACH WAY IN POUR-

BACK STRIP, TO MATCH

EXTEND REINF 24" MIN

INTO POUR-BACK STRIP CONCRETE SLAB ON

GRADE, SEE PLAN

NOTE: THE POUR-BACK STRIP

MAY BE ADJUSTED AT THE

CONTRACTOR'S OPTION.

SLAB REINFORCING

SB501

SEE PLAN

(DIMENSION TO FIRST

CONSTRUCTION JOINT)

3'-0" OR 7'-0"

(POUR-BACK

STRIP WIDTH)

NO SCALE

2114048-22

170648_SB503-10

CONCRETE WALL

EXTERIOR SLAB OR

GRADE, SEE ARCH

CONCRETE SLAB ON

GRADE, SEE PLAN

DOWEL TO MATCH VERT

WALL REINF ABOVE

CONCRETE FOOTING,

SEE PLAN AND SCHED

CONCRETE WALL,

SEE PLAN AND SCHED

(2) CONT BARS TO MATCH

TYPICAL HORIZ WALL REINF

MASONRY WALL, SEE

PLAN AND SCHEDULE

CHAMFER, SEE ARCH

NO SCALE

170648_SB503-11

TRENCH

DETAIL

CONCRETE SLAB ON

GRADE, SEE PLAN

CONCRETE WALL,

SEE PLAN AND SCHED

WATER STOP,

SEE ARCH

CARBON FIBER OR

GALVANIZED GRATING,

SEE ARCH (100 PSF

LIVE LOAD CAPACITY)

#4 AT 12" O.C.,

EACH WAY

GALVANIZED STEEL ANGLE

AS REQUIRED, PROVIDE 3/16"

MIN. THICKNESS (1/2" x 5"

HSA AT 24" O.C.) AT ALL

EDGES

S E

E A

R C

NO SCALE

170648_SB503-12

CONTAINMENT PIT AT MASONRY WALL

CONCRETE SLAB ON

GRADE, SEE PLAN

STEEL BAR GRATING,

SEE ARCH

6" CONCRETE WALL

REINFORCED WITH #4

AT 18" O.C.

VERTICAL AND #4 AT

16" O.C. HORIZONTAL

SB501

NO SCALE

R E C

Th es e re co rd d oc um en ts h av e be en p re pa re d on in fo rm at ion p ro vid ed b y ot he rs

Th e co ns ul ta nt h as n ot v er ifie d th e ac cu ra cy a nd

12345

123456

DATE

PROJECT #:

REVISION

SB503

FOOTING AND

FOUNDATION

DETAILS

12/06/2019

H e b e r C it y P u b lic W o rk s F a c ili ty E x p a n s io n

W e st

S o u th

H e b e r

C ity

170648

RECORD SET

11 9/26/18 PR #012

Extracted pages from 16011DW Bldg PWExp Rec Dwg 210122 - Salt Storage.pdf

AS101 - ARCHITECTURAL SITE PLAN

AS111 - SALT STORAGE BLDG. PLANS & ELEVATIONS

SALT STORAGE SLDG. SECTIONS & DETAILS

AS121 - VACTOR STATION

Extracted pages from 16011DW Bldg PWExp Rec Dwg 210122-1.pdf

SS102 - VACTOR AND SALT BUILDING PLANS

Extracted pages from 16011DW Bldg PWExp Rec Dwg 210122-2.pdf

SB503 - FOOTING AND FOUNDATION DETAILS

Extracted pages from 16011DW Bldg PWExp Rec Dwg 210122.pdf

GI101 - GENERAL INFORMATION

RP Palmer Engineering Failure Review Report 241230.pdf

Purpose and Procedure:

Description of Structure:

Reported Information:

Construction Plans:

Observations of Subject Structure:

Observations of UDOT Salt Storage Facility:

Analysis and Conclusions:

Recommendations:

Limitations:

Appendix A: Photographs and Schematics

File details come from the government source that posted it. Updated Jun 2, 2026.