6-Weber Canyon Bridge 2026-03-17, Stamped.pdf

45.00°

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26'-0"26'-0"

52'-0"

SEE CIVIL SHEETS FOR TYPE AND CONSTRUCTION

SEE CIVIL SHEETS FOR TYPE AND CONSTRUCTION

SEE CIVIL SHEETS FOR TYPE RAILING.

AND CONNECTIONS

SEE CIVIL SHEETS FOR TYPE RAILING.

AND CONNECTIONS

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

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FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

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BRIDGE PLAN - DECK

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

BRIDGE PLAN - DECK LEVEL

2/25/2026

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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A1.2

3D VIEW

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1 2 3

T.O. FOOTING

-13'-6"

BRIDGE

0"

CDEFG AJ

BRIDGE

0"

S1.5

C D E F GA J

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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1/4" = 1'-0"

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A2.1

ELEVATIONS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

EAST

1/4" = 1'-0"

WEST

1/4" = 1'-0"

NORTH

1/4" = 1'-0"

SOUTH

STRUCTURAL PLAN LEGEND

STEEL COLUMN

JOIST OR TRUSS

BEAM OR GIRDER

CONCRETE COLUMN

NON-BEARING STRUCTURAL WALL

RECESSED FOUNDATION WALL

CONCRETE FOOTING

MASONRY COLUMN

STEEL STRAP

BEAM IN WALL

BEARING WALL

PURLIN

STEEL DECK

OWS JOIST CROSS BRIDGING

STRUCTURAL CONNECTOR, SEE

CONNECTOR SCHEDULE

HOLDOWN, SEE HOLDOWN SCHEDULE.

"H" INDICATES LOCATION OF HOLDOWN

IDENTIFIED ON LEVEL ABOVE.

SNOW DRIFT AREA AND LOAD, ON TOP

OF BASE SNOW LOAD. DRIFT LOAD IS 0

PSF AT DOTTED LINE AND INCREASES

LINEARLY TO MAXIMUM LOAD.

10'-0"

45 psf

SHEATHING

SHEARWALL TYPE AND LENGTH, SEE

SHEARWALL SCHEDULE

FTAO

4'-0"

1 AB-1

4'-0"

STEEL JOIST CROSS BRIDGING

PERMANENT EQUIPMENT

GENERAL NOTES

1. DRAWINGS ARE PRELIMINARY AND NOT FOR

CONSTRUCTION UNLESS STRUCTURAL ENGINEER'S

WET STAMP IS AFFIXED TO DRAWINGS.

2. NOTES AND TYPICAL DETAILS SHALL APPLY UNLESS

OTHERWISE SHOWN OR NOTED ON PLANS.

3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN

SHALL BE OF THE SAME NATURE AS SHOWN FOR

SIMILAR CONDITION.

4. CONSTRUCTION SHALL CONFORM TO ALL

APPLICABLE CODES AND REGULATIONS.

5. ANY DISCREPANCIES IN THE DRAWINGS, NOTES AND

SPECIFICATIONS, SHALL BE REPORTED TO

ENGINEER/ARCHITECT FOR CLARIFICATION. THE

CONTRACTOR SHALL VERIFY AND COORDINATE ALL

DIMENSIONS, ELEVATIONS, AND TOP OF CONC. PRIOR

TO PROCEEDING WITH ANY WORK OR FABRICATION.

6. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING

AND SHORING DURING CONSTRUCTION.

7. CONTRACTOR SHALL SUBMIT A REQUEST TO

ENGINEER & ARCHITECT FOR ANY SUBSTITUTION OF

MATERIALS OR PRODUCTS SPECIFIED ON THE

DRAWINGS.

8. THESE DRAWINGS HAVE BEEN PREPARED SOLELY

FOR THE USE IN THE CONSTRUCTION OF A

PROPOSED BUILDING TO WHICH THESE NOTES ARE

ATTACHED. THE DRAWINGS SHALL NOT BE USED IN

WHOLE OR IN PART, FOR FABRICATION OR

CONSTRUCTION AT ANY OTHER LOCATION WITHOUT

THE WRITTEN CONSENT OF THE ENGINEER.

9. IF CONTRACTOR'S WORK IS NOT CONSTRUCTED

ACCORDING TO APPROVED CONSTRUCTION

DOCUMENTS (INCLUDING STAMPED WRITTEN

COMMUNICATIONS), CONTRACTOR SHALL EITHER:

A. REMOVE THE NON-CONFORMING WORK AND

RECONSTRUCT THE WORK ACCORDING TO

DRAWINGS, AT CONTRACTOR'S OWN EXPENSE.

B. PAY FOR AND PROVIDE AN EVALUATION AND

LETTER FROM THE ENGINEER STATING THAT THE

NON-CONFORMING WORK MEETS APPLICABLE

BUILDING CODES.

C. PAY FOR AND PROVIDE AN EVALUATION AND

LETTER FROM THE ENGINEER STATING THAT THE

NON-CONFORMING WORK DOES NOT MEET

APPLICABLE BUILDING CODES AND DETAILING THE

UPGRADES THAT ARE REQUIRED TO BRING THE

NON-COMPLIANT WORK INTO COMPLIANCE.

10. VERBAL COMMUNICATIONS SHALL NOT BE

CONSIDERED PART OF THE APPROVED

CONSTRUCTION DOCUMENTS.

11. THE OWNER SHALL NOTIFY ENGINEER IF ANY UNIQUE

SOILS CONDITIONS EXIST ON SITE WHICH MAY BE

DETECTED DURING CONSTRUCTION. THESE INCLUDE

BUT SHALL NOT BE LIMITED TO:

A. SATURATED SOIL AT FOOTING SUBGRADE

B. GROUNDWATER

C. UNDOCUMENTED FILL

D. CLAY SOIL WITH SWELL OR COLLAPSE POTENTIAL

E. FILL BEING PLACED BELOW FOOTINGS

F. EPIC ENGINEERING CANNOT BE HELD

RESPONSIBLE FOR SOIL CONDITIONS THAT ARE

NOT BROUGHT TO THE ATTENTION OF THE

ENGINEER PRIOR TO WORK PROCEEDING. IT IS

THE RESPONSIBILITY OF THE OWNER TO HIRE A

GEO-TECHNICAL ENGINEER IF NEEDED. THE

CONTRACTOR SHALL VISUALLY INSPECT THE SITE

PRIOR TO WORK PROCEEDING AND SHALL NOTIFY

ENGINEER IF ANY UNIQUE SOIL CONDITIONS EXIST

THAT COULD AFFECT THE PERFORMANCE OF THE

FOUNDATION SYSTEM PRIOR TO ANY WORK

PROCEEDING.

PORTLAND CEMENT CONCRETE - UDOT 03055

1. MIX DESIGN

A. STRUCTURAL CONCRETE

a. TYPE AAA(AE)

b. MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI.

B. SLABS ON GRADE

a. TYPE AA(AE)

C. BRIDGE DECK (NORMAL WEIGHT)

a. TYPE AA(AE)

D. PRESTRESSED CONCRETE

a. TYPE AAA(AE)

b. MINIMUM COMPRESSIVE LONG TERM

STRENGTH: 8,500 PSI.

c. MINIMUM COMPRESSIVE STRENGTH AT

RELEASE 7,500 PSI.

SUBSTITUTIONS

1. SUBSTITUTION FOR ANY SPECIFIED STRUCTURAL

COMPONENT MUST BE REQUESTED IN WRITING BY

THE CONTRACTOR. THE ENGINEER WILL REVIEW THE

REQUESTED ALTERNATIVE & RESPOND IN WRITING.

ADDITIONAL SUPERVISION OR SPECIAL INSPECTION

MAY BE REQUIRED FOR THE REQUESTED

SUBSTITUTION.

JOB SAFETY

THE ENGINEER HAS NOT BEEN RETAINED NOR

COMPENSATED TO PROVIDE DESIGN AND/OR

CONSTRUCTION REVIEW SERVICES RELATED TO THE

CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,

METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES

FOR THE CONTRACTOR TO PERFORM HIS WORK. THE

UNDERTAKING OF PERIODIC SITE VISITS BY THE

ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION

OF ACTUAL CONSTRUCTION NOR MAKE HIM

RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE

PERFORMANCE OF WORK BY THE CONTRACTOR,

SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES,

OR FOR ACCESS, VISIT, USE WORK, OR OCCUPANCY BY

ANY PERSON.

MISCELLANEOUS

1. PROPRIETARY PRODUCTS SHALL BE INSTALLED PER

THE MANUFACTURER'S SPECIFICATIONS.

STRUCTURAL SHOP DRAWINGS

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO

CONSTRUCTION FOR THE FOLLOWING ITEMS:

1. CONCRETE AND STEEL REINFORCING

2. PRE-CAST CONCRETE ELEMENTS

f'c = 3,000 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

#9

#8

#7

#6

#5

#4

#3 f'c = 4,000 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

#9

#8

#7

#6

#5

#4

#3 f'c = 4,500 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

#9

#8

#7

#6

#5

#4

#3

CONCRETE REINFORCEMENT LAP SPLICES

1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP

SPLICE LENGTHS ARE BASED ON ACI 318-11, SECTIONS

12.2.2 AND 12.15 RESPECTIVELY. TABULATED VALUES

FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE

REINFORCEMENT AND CONCRETE COVER MEETING

MINIMUM CODE REQUIREMENTS.

2. LAP SPLICE LENGTHS SHOWN ARE FOR CLASS B AND

CASE 1.

3. TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT

THAT HAS MORE THAN TWELVE INCHES OF FRESH

CONCRETE CAST BELOW IT. THIS INCLUDES

HORIZONTAL REINFORCEMENT IN WALLS. ALL VERTICAL

BARS ARE CONSIDERED AS "OTHER".

4. FOR BARS WITH COVER OF LESS THAN 1 BAR DIAMETER

OR WITH CLEAR SPACING OF LESS THAN 2 BAR

DIAMETERS, MULTIPLY TABULATED VALUES BY 2.0.

f'c = 8,500 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

#9

#8

#7

#6

#5

#4

#3

COMMON ACRONYMS AND ABBREVIATIONS

TYP TYPICAL

SIM SIMILAR

FTAO FORCE TRANSFER AROUND OPENINGS

GPF GARAGE PORTAL FRAMING

GYP GYPSUM OR GYPSUM BOARD

THRU THROUGH

LLV LONG LEG VERTICAL

LLH LONG LEG HORIZONTAL

CJP COMPLETE JOINT PENETRATION

SS STAINLESS STEEL

GR GRADE

GA GAGE OR GAUGE

PL PLATE

TS TUBE STEEL (ANTIQUATED, SEE HSS)

HSS HOLLOW STRUCTURAL STEEL

CFS COLD-FORMED STEEL/STUD

CMD CORRUGATED METAL DECKING

DBL DOUBLE

AHJ AUTHORITY HAVING JURISDICTION

ARCH ARCHITECT OR ARCHITECTURAL PLANS

EOR ENGINEER OF RECORD

OOP OUT-OF-PLANE

C&C COMPONENTS AND CLADDING

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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STRUCTURAL GENERAL

NOTES

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

STRUCTURAL DESIGN CRITERIA

GOVERNING CODE: AASHTO LRFD BRIDGE

DESIGN AND

SPECIFICATIONS,10TH

EDITION

TECHNICAL SPECIFICATIONS UDOT 2026 STANDARD

SPECIFICATIONS FOR

ROAD AND BRIDGE

CONSTRUCTION

SOIL PROPERTIES

ALLOWABLE SOIL BEARING PRESSURE: 3000 PSF

FROST DEPTH: 36"

LIVE LOADS

HL-93:

(2) DRIVING LANES, (2) DESIGN LANES

SEISMIC LOADS

SDS: 0.264

SEISMIC DESIGN CATEGORY: 2

LIVE LOAD DEFLECTION: L/800

STRUCTURAL TAGS LEGEND

TAG DESCRIPTION

AB-1 ANCHOR BOLT, SEE ANCHOR BOLT SCHEDULE

CB-1 CONCRETE BEAM, SEE CONCRETE BEAM SCHEDULE

CC-1 CONCRETE COLUMN, SEE CONCRETE COLUMN SCHEDULE

CF-1 CONCRETE FOOTING, SEE CONCRETE FOOTING SCHEDULE

CS-1 CONCRETE SLAB, SEE CONCRETE SLAB SCHEDULE

CW-1 CONCRETE WALL, SEE CONCRETE WALL SCHEDULE

DB-1 COLD-FORMED STEEL BEAM, SEE COLD-FORMED STEEL BEAM SCHEDULE

DJ-1 COLD-FORMED STEEL JOIST, SEE COLD-FORMED STEEL JOIST SCHEDULE

DW-1 COLD-FORMED STEEL WALL, SEE COLD-FORMED STEEL WALL SCHEDULE

MC-1 MASONRY COLUMN, SEE MASONRY COLUMN SCHEDULE

ML-1 MASONRY LINTEL, SEE MASONRY LINTEL SCHEDULE

MW-1 MASONRY WALL, SEE MASONRY WALL SCHEDULE

SB-1 STEEL BEAM, SEE STEEL BEAM SCHEDULE

SC-1 STEEL COLUMN, SEE STEEL COLUMN SCHEDULE

SD-1 STEEL DECK, SEE STEEL DECK SCHEDULE

SJ-1 STEEL JOIST, SEE STEEL JOIST SCHEDULE

WB-1 WOOD BEAM, SEE WOOD BEAM SCHEDULE

WC-1 WOOD COLUMN, SEE WOOD COLUMN SCHEDULE

WJ-1 WOOD JOIST, SEE WOOD JOIST SCHEDULE

STRUCTURAL DEFERRED SUBMITTALS

NONE

REVISIONS

MARK DATE DESCRIPTION

PRIMARY UDOT TECHNICAL SECTIONS ARE LISTED

BELOW. OTHER SECTIONS MAY APPLY, SEE UDOT 2026

STANDARD SPECIFICATIONS AS APPLICABLE

PARTIAL-DEPTH PRECAST CONCRETE DECK PANELS -

UDOT 03341

PORTLAND CEMENT CONCRETE PAVEMENT - UDOT 02753

CONCRETE FLATWORK - UDOT 02776

CONCRETE BARRIER - UDOT 02844

REINFORCING STEEL AND WELDED WIRE - UDOT 03211

ALL REINFORCING: EPOXY COATED GRADE 60 BARS -

REFER TO ASTM A 775 OR ASTM A 932

STRUCTURAL CONCRETE - UDOT 03310

BRIDGE DECK JOINT CLOSURE - UDOT 03311

PRESTRESSED CONCRETE - UDOT 03412

CONCRETE CURING - UDOT 03390

ELASTOMERIC BEARINGS - UDOT 05822

CONCRETE JOINT CONTROL - UDOT 03152

STRUCTURAL EXCAVATION AND BACKFILL - UDOT 02317

STATEMENT OF SPECIAL INSPECTIONS

1. ___ STRUCTURAL STEEL (1705.2.1, AISC 360)

2. ___ COLD-FORMED STEEL DECK (1705.2.2, SDI QA/QC)

3. ___ OPEN-WEB STEEL JOISTS AND JOIST GIRDERS

(TABLE 1705.2.3)

4. ___ COLD-FORMED STEEL TRUSSES SPANNING 60 FEET

OR GREATER (1705.2.4)

5. _Ꭓ__ WELDING OF REINFORCING BARS (AWS D1.4)

6. ___ MASONRY CONSTRUCTION (TMS 402/ACI 530/ASCE 5

AND TMS 602/ACI 530.1/ASCE 6) PROVIDE LEVEL ___

QUALITY ASSURANCE

7. ___ EMPIRICALLY DESIGNED MASONRY, GLASS UNIT

MASONRY AND MASONRY VENEER IN RISK CATEGORY

IV (TMS 401/ACI 530/ASCE 5, LEVEL B QUALITY

ASSURANCE)

8. ___ VERTICAL MASONRY FOUNDATION ELEMENTS

(TMS401/ACI 530/ASCE 5 AND TMS 602/ACI 530/ASCE 6)

9. ___ HIGH-LOAD DIAPHRAGMS (1705.5.1)

10. ___ METAL-PLATE-CONNECTED WOOD TRUSSES

(1705.5.2)

11. ___ DRIVEN DEEP FOUNDATIONS (TABLE 1705.7)

12. __ CAST-IN-PLACE DEEP FOUNDATIONS (TABLE 1705.8)

13. ___ HELICAL PILE FOUNDATIONS (1705.9)

14. ___ SPECIAL INSPECTIONS FOR WIND RESISTANCE

(1705.11)

A. ___ STRUCTURAL WOOD (1705.11.1)

B. ___ COLD-FORMED STEEL LIGHT-FRAME

CONSTRUCTION (1705.11.2)

C. ___ WIND-RESISTING COMPONENTS (1705.11.3)

15. ___ SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

(1705.12)

A. ___ STRUCTURAL STEEL (1705.12.1.1)

B. ___ SEISMIC FORCE-RESISTING SYSTEMS

(1705.12.1.1)

C. ___ STRUCTURAL STEEL ELEMENTS (1705.12.1.2)

D. ___ STRUCTURAL WOOD (1705.12.2)

E. ___ COLD-FORMED STEEL LIGHT-FRAME

CONSTRUCTION (1705.12.3)

F. ___ DESIGNATED SEISMIC SYSTEMS (1705.12.4)

G. ___ ARCHITECTURAL COMPONENTS (1705.12.5)

H. ___ PLUMBING, MECHANICAL AND ELECTRICAL

COMPONENTS (1705.12.6)

I. ___ STORAGE RACKS (1705.12.7)

J. ___ SEISMIC ISOLATION SYSTEMS (1705.12.8)

K. ___ COLD-FORMED STEEL SPECIAL BOLTED

MOMENT FRAMES (1705.12.9)

16. ___ TESTING FOR SEISMIC RESISTANCE (1705.13)

17. ___ SPRAYED FIRE-RESISTANT MATERIALS (1705.14)

18. ___ MASTIC AND INTUMESCENT FIRE-RESISTANT

COATINGS (1705.15)

19. ___ EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS

1705.16)

20. ___ FIRE-RESISTANT PENETRATIONS AND JOINTS

(1705.17)

21. ___ TESTING FOR SMOKE CONTROL (1705.18)

22. ___ OTHER INSPECTIONS AS REQUIRED BY THE DESIGN

PROFESSIONAL OR THE BUILDING OFFICIAL (1705.1.1).

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

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DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

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FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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STRUCTURAL GENERAL

NOTES

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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STRUCTURAL SPECIAL

INSPECTIONS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

Reinforcement complying with ASTM A 615 in special moment frames, special structural walls and coupling beams

¨ Continuous ý Periodic

Verify that ASTM A 615 reinforcing steel used in these areas complies with ACI 318: 21.1.5.2 by means of certified mill test reports. If this reinforcing steel is to be welded chemical tests shall be performed in accordance with ACI 318:...

Formwork ¨ Continuous ý Periodic

Verify that the forms are placed plumb and conform to the shapes, lines, and dimensions of the members as required by the approved construction documents.

Strength verification ¨ Continuous ý Periodic Verify that adequate strength has been achieved prior to the removal of shores and forms or the stressing of post-tensioned tendons.

Erection of precast concrete ¨ Continuous ý Periodic Verify that all precast elements are lifted, assembled and braced in accordance with the...

Pre-stressed concrete ý Continuous ¨ Periodic

Curing temperature and techniques ¨ Continuous ý Periodic

Verify that the ambient temperature for concrete is kept at > 50°F for at least 7 days after placement.

High-early-strength concrete shall be kept at > 50°F for at least 3 days. Accelerated curing methods may be used (see ACI 318: 5.11.3). The ambient temperature for shotcrete shall be > 40°F for the same period of time as noted for concrete.

Shotcrete shall be kept continuously moist for at least 24 hours after shotcreting. All concrete materials, reinforcement, forms, fillers, and ground shall be free from frost. In hot weather conditions ensure that appropriate measures are taken to avoid plastic shrinkage cracking and that the specified water/cement ratio is not exceeded.

Concrete & shotcrete placement ý Continuous ¨ Periodic

Concrete sampling for strength tests, slump, air content, and temperature ý Continuous ¨ Periodic

Use of required mix design ¨ Continuous ý Periodic

Verify that all mixes used comply with the approved construction documents; ACI 318: Ch. 4, 5.2-5.4;

and

IBC 1904.3, 1913.2, 1913.3.

Post-installed anchors or dowels ¨ Continuous ý Periodic All post-installed anchors/dowels shall be specially inspected as required by the approved ICC-ES report.

Cast-in bolts & embeds ¨ Continuous ý Periodic Inspection of anchors or embeds cast in concrete is required when allowable loads have been...

Reinforcing steel, including prestressing tendons ¨ Continuous ý Periodic

Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and rust; that it is located and spaced properly;

that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer’s instructions and/or evaluation report.

ITEM DETAILED INSTRUCTIONS AND FREQUENCIES

CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1)

REVISIONS

MARK DATE DESCRIPTION

Verify proper materials, densities and lift thicknesses during placement and... ý Continuous ¨ Periodic

Perform classification and testing of compacted fill materials ¨ Continuous ý Periodic

All materials shall be checked at each lift for proper classifications and gradations not less than once for each 10,000ft² of surface area.

Verify that subgrade has been appropriately prepared prior to placing compacted fill ¨ Continuous ý Periodic Prior to placement of compacted fill.

Verify excavations extend to proper depth and material ¨ Continuous ý Periodic Prior to placement of compacted fill or concrete.

Verify subgrade is adequate to achieve design bearing capacity ¨ Continuous ý Periodic Prior to placement of concrete.

ITEM DETAILED INSTRUCTIONS AND FREQUENCIES

SOILS CONSTRUCTION (IBS 1705.6)

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

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BRIDGE 3D

STRUCTURAL

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

S5.1

S5.1

C

D

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1 2 3

A

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.0

.0

.0

.0

8' -6

/2

2' -7

/2

C W

-2

CF-2

CF-2

C W

-2

C W

-2

CF-2

C W

-2

CF-2

4'-9" 7'-9"

S1.7

S1.7

S1.7

S1.7

'-0

'-0

'-0

'-0

12'-6"

9' -1

1/

2"

2' -7

/2

2' -7

/2

9' -1

1/

2"

2' -7

/2

9' -1

1/

2"

9' -1

1/

2"

2' -7

/2

CF-1

CF-1

C W

-1

CF-1

C W

-1

GIRDER BEARING

52'-0"

26'-0"26'-0"

S5.3

S5.3

54'-0"

50'-0"

PROVIDE 1" DIAMETER HOLES THROUGH ABUTMENT WALL AND WING WALLS @ 1' O.C. AT NORMAL

HIGH WATER MARK (7837.53 - SEE CIVIL)

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

1/4" = 1'-0"

2/25/2026 10:29:41 AM

/2

/2

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CRC

JD

S1.2

FOUNDATION PLAN

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

1) THIS IS ONE PAGE OF A SET OF

PROJECT DOCUMENTS AND MAY NOT

BE USED ALONE. THE CONTRACTOR,

SUBCONTRACTORS AND OWNER

SHALL REVIEW AND BE RESPONSIBLE

FOR ALL INFORMATION CONTAINED IN

ALL PROJECT DOCUMENTS PRIOR TO

INITIATION OF ANY WORK ON THE

PROJECT.

2) ALL FOUNDATION WALLS SHALL BE

BRACED BY FLOOR DIAPHRAGM OR BY

OTHER MEANS BEFORE BACK FILLING.

3) CONTRACTOR TO VERIFY DIMENSIONS

W/ ARCHITECTURAL PLANS

CONCRETE FOOTING SCHEDULE

MARK WIDTH LENGTH THICK LONG REINF PERP REINF REMARKS

CF-1 12'-6" CONT. 2'-0" (2) MATS # 5

@14" O.C.

#5@8" O.C. TOP

MAT, #5@10"

O.C. BOTTOM

MAT

2' TOE 10.5' HEEL

CF-2 12'-6" CONT. 2'-0" (2) MATS # 5

@14" O.C.

(2) MATS #5 @ 6"

O.C.

2' TOE 10.5' HEEL

CONCRETE WALL SCHEDULE

MARK THICKNESS HORIZ REINF VERT REINF REMARKS

CW-1 2'-0" (2) MATS #5

@12" O.C.

(2) MATS #5 @

10" O.C.

CW-2 1'-4" (2) MATS #5 @

6" O.C.

(2) MATS #4 @

6" O.C.

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

FOUNDATION PLAN

CB-4

IN TO IN CONCRETE WALL

50'-0"

S5.1

CB-3

CB-2

C

D

E

F

G

1 2 3

A

J

S5.2

S1.6

S1.6

14'-0" 12'-0" 12'-0" 14'-0"

S5.2

S5.3

S5.4

S5.2

S5.2

S5.2

CONTRACTOR TO PROVIDE TEMPORARY GIRDER BRACING AT MID SPAN PRIOR TO DIAPHRAGM POUR

PROVIDE 12"

DIAMETER OPENING

IN ABUTMENT WALL

FOR UTILITY

CONDUIT. LOCATE

PER CITY/COUNTY

REQUIREMENTS

PROVIDE 12"

DIAMETER OPENING

IN ABUTMENT WALL

FOR UTILITY

CONDUIT. LOCATE

PER CITY/COUNTY

REQUIREMENTS

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

1/4" = 1'-0"

2/25/2026 10:29:42 AM

/2

/2

:2

:4

A

M

JCR

CRC

JD

S1.3

BEAM PLAN - LEVEL 1

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

FRAMING PLAN - LEVEL 1

DESIGN DATA:

AASHTO TYPE I GIRDER MODIFIED

f'ci = 7500 PSI; f'c = 8500 PSI

FINAL PRE-STRESSING FORCE AFTER LOSSES = 376 KIPS

TOTAL JACKING FORCE = 474.58 KIPS (39.55 / STRAND)

QUANTITIES:

5 EXTERIOR GIRDERS REQ'D

2 INTERIOR GIRDERS REQ'D

C

D

E

F

G

1 2 3

A

J

ADDITIONAL #6 BARS FOR

OVERHANG. TOTAL COMBINED

REINFORCEMENT (DECK

REINFORCEMENT @ 10" O.C. +

OVERHANG REINFORCEMENT

@ 10" O.C.) IS #6 @ 5" O.C.

DEVELOP 48" PAST GIRDER

CENTERLINE INTO DECK

ADDITIONAL #6 BARS FOR

OVERHANG. TOTAL

COMBINED REINFORCEMENT

(DECK RIENFORCEMENT @ 10"

O.C. + OVERHANG

REINFORCEMENT @10" O.C.)

IS #6 @ 5" O.C. DEVELOP 48"

PAST GIRDER CENTERLINE

INTO DECK TRANSVERSE

LONGITUDINAL

S5.3

S5.3

#4 @1' - 0"

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

1/4" = 1'-0"

2/25/2026 10:29:42 AM

/2

/2

:2

:4

A

M

JCR

CRC

JD

S1.4

DECK, TOP LAYER

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

DECK REINFORCEMENT, TOP LAYER

BRIDGE

0"

T.O. FOOTING

-13'-6"

S1.5

1 2 3

52'-0"

26'-0" 26'-0"

BRIDGE

0"

T.O. FOOTING

-13'-6"

S1.5

1'-5" 10'-0" 10'-0" 1'-5"

22'-10"

CB-1 CB-2 CB-3 CB-4

2'-5" 6'-0" 6'-0" 6'-0"

C D E F GA J

5812.575812.575812.57

1'-5" 10'-0" 10'-0" 1'-5"

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:43 AM

/2

/2

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M

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CRC

JD

S1.5

BRIDGE CROSS

SECTIONS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/4" = 1'-0"

SECTION CUT

1/2" = 1'-0"

ABUTMENT END

CDEFG AJ

S1.6

1" DIA. THREADED I

INSERTS, TYP. AT EXTERIOR GIRDERS

℄ GIRDER (TYP)

℄ COUNTY ROAD

TOP OF ROAD

#4 @1' - 0" #4 @1' - 0"

#8

1" DIA. X 36" LONG

COATED THREADED ROD

ASTM 307

#8 #4 @1' - 0"

#8#8

#8

#8

#8

℄ GIRDER (TYP) ℄ GIRDER (TYP) ℄ GIRDER (TYP)

2'-5"6'-0"6'-0"6'-0"2'-5"

10'-0"10'-0"

1'-7 1/2"

3%

S1.6

℄ INTERMEDIATE

DIAPHRAGM

8"

TOP OF GIRDER

TOP SLAB

ASPHALT

DECK SHORING

#8

#8

#4 @ 1' - 0"

#4

#4#4

#4

#4#4

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

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A

M

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ZM

JD

S1.6

INTERMEDIATE

DIAPHRAGM

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

3/4" = 1'-0"

(TYP) INTERMEDIATE DIAPHRAGM

N.T.S.

(TYP) INTERMEDIATE SECTION

NOTES

1. HOLD GIRDERS RIGIDLY IN PLACE WHEN DIAPHRAGMS ARE POURED.

2. INSTALL 1" DIA. INSERT FOR THREADED RODS IN LIEU OF

OPEN HOLES AT INTERIOR FACE OF EXTERIOR GIRDERS

AT INTERMEDIATE DIAPHRAGM LOCATIONS AS SHOWN IN

"TYPICAL INTERMEDIATE DIAPHRAGM DETAIL."

SEE S5.6 FOR BARRIER REINFORCEMENT

SEE S1.4 FOR DECK TOP REINFORCEMENT

T.O. FOOTING

-13'-6"

S5.1

REBAR HIDDEN FOR

CLARITY, SEE S5.1

FOR LAYOUT

T.O. FOOTING

-13'-6"

REBAR HIDDEN FOR

CLARITY, SEE S5.1

FOR LAYOUT

T.O. FOOTING

-13'-6"

REBAR HIDDEN FOR

CLARITY, SEE S5.1

FOR LAYOUT

T.O. FOOTING

-13'-6"

REBAR HIDDEN FOR

CLARITY, SEE S5.1

FOR LAYOUT

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

1/2" = 1'-0"

2/25/2026 10:29:44 AM

/2

/2

:2

:4

A

M

JCR

TH

JD

S1.7

WING WALL

ELEVATIONS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

1/2" = 1'-0"

GRIDLINE 1 WINGWALL 1

1/2" = 1'-0"

GIRDLINE 1 WING WALL 2

1/2" = 1'-0"

GRIDLINE 3 WING WALL 4

1/2" = 1'-0"

GRIDLINE 3 WING WALL 3

2'-9"

ABUTMENT PER PLAN

FOOTING PER PLAN

GIRDER PER

PLAN

CW-1

REINFORCEMENT PER PLAN

REINFORCEMENT PER PLAN

S5.3

END DIAPHRAGM REINFORCING PER DETAIL 2/S1.6

PROVIDE 1" DIAMETER HOLES THROUGH

ABUTMENT WALL AND WING WALLS @ 1'

O.C. AT NORMAL HIGH WATER MARK

(5806.8 - SEE CIVIL)

1' FREE-DRAINING GRAVEL BACKFILL

4" PERFORATED DRAINAGE PIPE WITH GEOTEXTILE FILTER SOCK

1'-4"

12'-6"

8'-6 1/2" 2'-7 1/2"1'-4"

S1.7

WING WALL PER PLAN

FOOTING PER PLAN

CW-2

S L O

P E

D F

A C

E

S

E C

T

IO

N C

U T

REINFORCEMENT PER PLAN

REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN

2" 2"

REINFORCEMENT PER PLAN

S

E C

T

IO

N C

U T

PROVIDE 1" DIAMETER HOLES THROUGH

ABUTMENT WALL AND WING WALLS @ 1'

O.C. AT NORMAL HIGH WATER MARK

(5806.8 - SEE CIVIL)

1' FREE-DRAINING GRAVEL BACKFILL

4" PERFORATED DRAINAGE PIPE WITH GEOTEXTILE FILTER SOCK

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

3/4" = 1'-0"

2/25/2026 10:29:44 AM

/2

/2

:2

:4

A

M

JCR

TH

JD

S5.1

STRUCTURAL DETAILS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

3/4" = 1'-0"

BEAM TO ABUTMENT

3/4" = 1'-0"

WING WALL SECTION

C

19"

#5 @0' - 1 3/4"

#3

#3 #3

#3

#3

#3

#3

#3

P.T. CABLES

P.T. CABLES

A

S5.2

S5.2

S5.2

STRAND PATTERN

AT GIRDER END IS

NOT AT TOP OF

GIRDER

#5 @0' - 1 3/4"

1 2

S5.2

S1.6

#5 @0' - 1 3/4"

#5 @0' - 1 3/4"

POST TENSION CABLES

S5.2

#5@1-3/4" O.C. #4@16" O.C. #4 @ 24"O.C.

S5.2

C

#3

#3 #3

#3

#3

#3

#3

#3

P.T. CABLES

B

A

C

8 1/2"

/8

1'-5"

/8

8 1/2"

.7

C

6"6"

/8

4 1/8"

/8

C

9"

/1

1'-2"

/1

9"

.0

.0

0°

CONDUIT FOR #8 BARS @

DIAPHRAGMS AND GIRDER

ENDS

1'-7"

9 1/2"

/4

6"6 1/2"

1'-4"

8" 3/4"

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:44 AM

/2

/2

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:4

A

M

JCR

CRC

JD

S5.2

STRUCTURAL DETAILS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

N.T.S.

TYP GIRDER SECTION (CUSTOM WIDE TOP FLANG AASHTO TYPE I) END ON WALL

N.T.S.

BEAM SECTION HALF THE BEAM

N.T.S.

TYP GIRDER SECTION (CUSTOM WIDE TOP FLANG AASHTO TYPE I) MIDWAY

PRESTRESS CABLE PATTERNS

USES STANDARD AASHTO TYPE I

GIRDER TENDON LAYOUT WITH

MODIFIED HARPED END

LOCATIONS

A - DISTANCE FROM CONCRETE

EDGE TO STRAND CENTERLINE, 2"

B - TYPICAL VERTICAL AND

HORIZONTAL SPACING BETWEEN

STRANDS, 2"

PRESTRESS CABLE PATTERNS

USES STANDARD AASHTO TYPE I

GIRDER TENDON LAYOUT

A - DISTANCE FROM CONCRETE

EDGE TO STRAND CENTERLINE, 2"

B - TYPICAL VERTICAL AND

HORIZONTAL SPACING BETWEEN

STRANDS, 2"

PRESTRESS CABLE PATTERNS

USES STANDARD AASHTO TYPE I

GIRDER TENDON LAYOUT

A - DISTANCE FROM CONCRETE

EDGE TO STRAND CENTERLINE, 2"

B - TYPICAL VERTICAL AND

HORIZONTAL SPACING BETWEEN

STRANDS, 2"

N.T.S.

4G2 TYP SHAPE

N.T.S.

5G5 TYP SHAPE

N.T.S.

4G4 TYP SHAPE

N.T.S.

GIRDERS (CUSTOM WIDE TOP FLANGE AASHTO TYPE I)

EF

GJ

S5.2

M

IN

#4 @0' - 4" #4 @1' - 0"

SEE SHEET S5.4

C

D

E

F

G

1 2 3

A

J

PARTIAL-DEPTH PRECAST CONCRETE DECK PANEL

PARTIAL-DEPTH PRECAST CONCRETE DECK PANEL

PARTIAL-DEPTH PRECAST CONCRETE DECK PANEL

EDGE OF DECK

CENTER LINE OF ROAD AND BRIDGE

EXTEND ALL PANEL END BARS INTO

CAST-IN-PLACE CONCRETE, TYP.

EXTEND ALL PANEL END BARS INTO

CAST-IN-PLACE CONCRETE, TYP.

S5.3

S5.3

CENTER LINE OF ROAD AND BRIDGE

EDGE OF DECK

4'-0" 4'-0"

BRIDGE

0"

TOP OF GIRDER

GIRDR

END DIAPHRAGM

DECK SLAB

PRECAST CONCRETE DECK PANEL

" 6"

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:45 AM

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:4

A

M

JCR

CC

JD

S5.3

PRECAST CONCRETE

DECK PANEL DETIAL

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

N.T.S.

SECTION B-B

1/4" = 1'-0"

SCHEMATIC PLAN PRECAST CONCRETE

DECK

N.T.S.

SECTION A-A

PRECAST CONCRETE DECK PANEL SCHEDULE

ROW INTERIOR PANELS END PANELS

1 THRU 3

TOTAL

5 2

15 6

ITEM LOCATION EST QTY UNIT

DECK 813 SF

PARTIAL-DEPTH

PRECAST

CONCRETE DECK

PANEL

3 1/2"

6"

2" MIN

2%

PARTIAL-DEPTH

PRECAST

CONCRETE DECK

PANEL, TYP

RIGID PLASTIC

FOAM, TYP SEE

NOTE 13

/2

8'-0"

3" (7) 3/8" DIA PRESTRESSED STRANDS AT 12" 3"

/4

PER FABRICATORPER FABRICATOR

T Y

PLIFTING DEVICE TYP

#4 BAR

EXTEND #4 BARS A

MINIMUM 1'-0" AT

END PANELS, TYP

LEAVE CONCRETE ROUGH

(1/8" AMPLITUDE).

CLEAN TOP SURFACE BY

APPROVED METHODS.

FREE OF DIRT AND LOOSE

PARTICLES.

(N O

T I N

C L

U D

E D

I N

R E

IN

F

O R

C

IN

G S

C H

E D

U L E

(5

B A

R S

A T

M

A X

8'-0"

2 7/8"

@ 12" SPACEING

(7) 3/8" PRESTRESSED STRANDS 2 7/8"

LIFTING DEVICE

PER FAB.

PER FAB.

B

C

GIRDER CENTER LINE

GIRDER CENTER LINE

5'-5"

LIFTING DEVICE PER

FABRICATOR TYP

PRESTRESSED STRAND

1 1/2" 1 1/2"

/4

/2

CENTER

LINE GIRDER CENTER

LINE GIRDER

(6) #4 BARS

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:45 AM

/2

/2

:2

:4

A

M

EPIC

EPIC

EPIC

S5.4

PRECAST PANELS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

N.T.S.

SECTION A-A

NOTES

1. USE CLASS AAA(AE) f'ci = 4500 PSI AND MINIMUM 28 DAYS STRENGTH f'c = 6000 PSI.

USE f'c MIN = 5000 PSI AT TIME OF THE DECK POUR.

2. USE 3/8 INCH DIA LOW RELAXATION STRANDS MEETING THE REQUIREMENT OF

AASHTO M 203 GRADE 270. MINIMUM JACKING FORCE PER STRAND (Fi) IS 17.2 KIPS.

ESTIMATED FINAL FORCE PER STRAND (Fi) IS 14.3 KIPS.

3. INSTALLATION OF LIFTING DEVICE IS MANDATORY. USE ALL FOUR LIFTING DEVICES

SIMULTANEOUSLY FOR LIFTING THE PANELS. PROVIDE DETAILS OF LIFTING DEVICES

ON THE WORKING DRAWINGS.

4. REMOVE ALL CONSTRUCTION DEBRIS FROM GIRDERS AND PANELS PRIOR TO DECK POUR.

PROVIDE ADEQUATE VIBRATION TO FILL VOIDS UNDER PANELS.

5. MAINTAIN THE STABILITY OF THE PANELS ON THE GIRDERS. SUPPORT ERECTED PANELS

UNIFORMLY ALONG THE LENGTH OF THE PANEL. PROVIDE THE TOTAL SLAB THICKNESS

SHOWN ON THE SUPERSTRUCTURE DETAILS.

6. DO NOT WELD REBAR.

7. SEE "DECK PLAN" AND "DECK SECTIONS FOR LONGITUDINAL AND TRANSVERSE

REINFORCEMENT OVER PANELS.

8. SAWING OF PANELS IS ACCEPTABLE.

9. STRAND PLACEMENT TOLERANCE IS +/- 1/4 INCH. PANEL THICKNESS TOLERANCE IS +/- 1/4 INCH TO

1/8 INCH.

10. CONCENTRATED CONSTRUCTION LOADS MUST NOT EXCEED 700 LBS UNLESS THE LOAD IS

DISTRIBUTED TO LESS THAN 117 PSF. TOTAL LOADS APPLIED TO ANY PANEL DURING CONSTRUCTION

MUST NOT EXCEED 117 PSF.

11. BOTTOM FLEXURAL CRACKS, SAGS GREATER THAN 1/2 INCH, OR CAMBERS GREATER THAN 1/2 INCH

WILL BE CONSIDERED EVIDENCE OF MISHANDLING, OVERLOADING, OR EXCEEDING ALLOWABLE

TOLERANCE, AND ARE CAUSE FOR REJECTING PANELS AT THE ENGINEER'S DISCRETION.

12. USE COATED DEFORMED CARBON STEEL BARS CONFORMING TO ASTM A 775 OR AASHTO M 111 AND

AASHTO M 31 GRADE 60, RESPECTIVELY.

13. THE ANTICIPATED HEIGHT OF THE RIGID PLASTIC FOAM VARIES FROM 0" MIN TO 3 1/2" MAX.

NOTIFY THE ENGINEER WHEN THE THICKNESS OF THE RIGID PLASTIC FOAM EXCEEDS THESE LIMITS.

N.T.S.

SECTION C-C

N.T.S.

PANEL

N.T.S.

SECTION THRU TRANSVERSE PANEL JOINT

N.T.S.

PANEL SET DETAIL

N.T.S.

SECTION C-C

6" 6"

BEARING

7" 7"

8"

/4

/4

1-1/4" X 10" X 14"

REINFORCED ELASTOMERIC

BEARING PAD. 60

DUROMETER HARDNESS

(GRADE 4) REQ'D W/ SHEAR

MODULUS OF 130 PSI

10".

/4

2" 6". 2"

BEARING

(4) 1/2" DIA. X 8" HEADED STUDS

30.00°

16".

/4

6" 4". 6"

GIRDER

/4

/2

/4

P A

D

M A

X

M

IN

M

IN

0" 0"

MIN MIN

(2) 3/16" STEEL PLATES

M

IN4

"PIPE, DUCT, ETC. SEE

CIVIL, PLUMBING, AND

MECHANICAL DWGS

CONC FTG

CONC WALL

LEAN CONCRETE FILL TO

BE PLACED BEFORE

FOOTING IS POURED.

PLACE SAME WIDTH AS

FOOTING AND FULL WIDTH

OF PIPE TRENCH

M

IN6

2'-0" MIN

9" MIN

M A

X

PIPE DUCT OR CONDUIT

SLEEVE

FINISH GRADE PIPE DUCT OR CONDUIT

SLEEVE

NOTES:

1. PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED.

2. IF PIPE IS IN PLACE PRIOR TO CONCRETE POUR, WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE

POURING CONCRETE IN LIEU OF SLEEVE.

3. ALL PIPES TO CLEAR SLEEVES BY 2" ALL AROUND (TYP). CAULK WITH PLASTIC MATERIAL

N.T.S.

DRIP GROOVE DETAIL

N.T.S.

BEARING PLATE

N.T.S.

ELASTOMERIC BEARING PAD

N.T.S.

BEARING PAD DETAIL

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:45 AM

/2

/2

:2

:4

A

M

JCR

CRC

JD

S5.5

STRUCTURAL DETAILS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

NOTES:

1. ALL DETAILS ON THIS SHEET AND NEXT ARE FOR PRETENSIONED DESIGN ONLY.

2. INCREASE PLAN LENGTH AS NECESSARY TO COMPENSATE FOR SHORTENING

DUE TO PRESTRESS AND SHRINKAGE.

3. THE LOCATION OF LIFTING LOOPS AND THE NEED FOR AND METHOD OF

LATERAL BRACING FROM LIFTING, SHORING, TRANSPORTING, PLACING, AND

UNTIL THE DECK HAS BEEN PLACED IS THE RESPONSIBILITY OF THE

FABRICATOR.

4. ALL STRANDS ARE 0.6" DIA. LOW RELAXATION STRANDS, GRADE 270, USE

GRADE 60 REINFORCING STEEL, EPOXY COATED

5. STRAIGHT STRANDS AND BARS ARE PARALLEL TO GIRDER.

6. USE CLASS AA (AE) CONCRETE.

7. DO NOT SHIP BEAMS UNTIL 28 DAYS AFTER CONCRETE PLACEMENT UNLESS

APPROVED BY THE ENGINEER.

8. GALVANIZE (HOT-DIP) BEARING PLATES AFTER FABRICATION IN ACCORDANCE

WITH AASHTO M 111.

DESIGN DATA:

AASHTO TYPE I GIRDER MODIFIED

f'ci = 7500 PSI; f'c = 8500 PSI

FINAL PRE-STRESSING FORCE AFTER LOSSES = 376 KIPS

TOTAL JACKING FORCE = 474.58 KIPS (39.55 / STRAND)

QUANTITIES:

5 EXTERIOR GIRDERS REQ'D

2 INTERIOR GIRDERS REQ'D

N.T.S.

PIPE @ FOOTINGS & FOUNDATION WALLS

1'-5"

9"

#4

#4

#4 4P1 @0' - 4"

#4

#4

#4 4P2 @0' - 4"

#4 4S1 @0' - 4"

#4

#4

#4

/4

2"2"

NOTCH FOR DRAINAGE

(TYP)BARRIER CONNECTIONS AT ENDS

SEE CIVIL FOR SPACING.

1 2 3

S5.6

P2,P2,S1

26'-0"

P1,P2,S1

26'-0"

COLD JOINT AT CL.

SEE CIVIL FOR TYPE AND CONSTRUCTION

M

A X

M

IN

1 2 3

J

P1,P2,S1

26'-0"

P1,P2,S1

26'-0"

52'-0"

S5.6

S5.6

_____________________26'-0"26'-0"

COLD JOINT AT CL.

JOINT SEALER

(STRUCTURES)1 1/4"

3/4" DIA BACKER ROD

1/2" PERFORMED JOINT FILLER

/4

1"

/2

JOINT SEALER

(STRUCTURES)

2 7/8"

'-3

1'-0 3/4"

.0

0°90.00°

7 1/4"

'-0

/4

5 1/8"

/4

.1

4°

/1

'- 0

/2

SHEET

SHEET TITLE:

PROJECT NAME:

SCALES

CONSTRUCTION NOTES

PLAN SET:

DRAWN:

DESIGNER:

REVIEWED:

PROJECT #

0 1"

BAR SCALE MEASURES 1" ON A

FULL SIZE SHEET. ADJUST

FOR A HALF SIZE SHEET.

PROJECT LOCATION:

DATE

epic

ENGINEERING

S

P ro je c ts

\2 S

N S u m m it C o u n ty

B ri d g e s \D ra w in g s \R e v it \2

S

N W

E B

E R

C A

N Y

O N

B R

ID

G

E .r v t

As indicated

2/25/2026 10:29:46 AM

/2

/2

:2

:4

A

M

JCR

CRC

JD

S5.6

STRUCTURAL DETAILS

25SN023

WEBER CANYON

BRIDGE

SUMMITY COUNTY

PERMIT

REVISIONS

MARK DATE DESCRIPTION

N.T.S.

SECTION BARRIER

N.T.S.

PARAPET ELEVATION

N.T.S.

1.

PARAPET WALL PLAN VIEW

NOTES

1. ALTERNATE ALL REINFORCING SPLICES.

2. PROVIDE 2 INCH MIN COVER TO REINFORCING UNLESS NOTED

OTHERWISE.

3. PLACE CONTRACTION JOINT ON SIDE AND ON TOP OF PARAPET.

4. EXTEND SEALANT AND FOAM BACKER ROD FROM DECK TO TOP OF

PARAPET ON THE INSIDE PARAPET FACE AND ACROSS THE TOP PARAPET.

5. PARAPET MEETS TL-4 REQUIREMENTS.

6. PROVIDE DETAIL D JOINT, PERPENDICULAR TO EDGE OF DECK, ABOVE

BENT CENTERLINES.

N.T.S.

BACKER ROD

N.T.S.

CONTRACTION JOINT

N.T.S.

4S1

N.T.S.

4P1

N.T.S.

4P2