19-19 ADDENDUM NO. 3 THUNDER JUNCTION PARK PH. 2.pdf

ADDENDUM NO. 3

to the

CONTRACT DOCUMENTS

for

Thunder Junction Park Phase 2 (#26-299)

August Sept 4, 2026

PLANHOLDERS:

This Addendum shall be considered part of the Contract Documents for the above-mentioned project.

The following additions, deletions, modifications, or clarifications shall be made to the appropriate sections of the documents, where provisions of the following supplementary data differ from those of the original documents, this Addendum shall govern and take precedence.

1. CHANGES TO THE CONTRACT DOCUMENTS

a. Bid Schedules:

1. Updated quantities for Landscape Rockery Wall, Rockery Slope, & Concrete

Retaining Wall (Bid Items 16-18).

b. Technical Specifications:

2. 03 49 00 S - Stamped Structural Design Drawings to be included as part of design drawings submittal. Added clarification that all drawings to be reviewed and approved by City prior to GFRC installation.

c. Construction Drawings:

1. C-134 – Adjusted view to show electrical equipment and added grading & clearances callout.

2. A1.01 – Updated door hardware notes.

2. QUESTIONS & RESPONSES

a. Question: There is a double door on A1.01 that is not labeled. Should this be a 103A?

Can you also please provide hardware details?

Answer: There is a double 36" gate along the decorative guardrail (see sheet A4.02).

Contractor to submit shop drawings matching the guardrail styling for approval. Door hardware information is provided in updates to attached sheet A1.01.

b. Question: On sheet A4.02, how is the quantity GFRC on the outside walls on level 02 of the Snowy Mountain Building being accounted for?

Answer: The quantity is accounted for in the outside walls on level 01 per the 1.5 Height

GFRC (15’) on the GFRC legend.

c. Question: How is the quantity of GFRC calculated for walls that are wrapped with GFRC on both sides and on top?

Answer: GFRC measurements are based on the square footage of the wall underneath and would measure the front face height, back face height, and thickness of the wall and times it by length of wall to get the square footage.

d. Question: Is the rope bridge on A3.02 intended to be GC supplied & installed, or will this be procured as part of the playground equipment?

Answer: The rope bridge will be GC supplied & installed and will be paid for under the lump sum of bid item #43 – Snowy Mountain Buildings.

e. Question: Will the City accept RADrock’s typical rebar, metal-lath and sculpted-concrete construction method as an alternate to the specified EPS armature and GFRC shell? If

RADrock’s alternate assembly is acceptable, what engineering calculations, sealed drawings or structural review will be required? Please clarify the allowable attachment methods and structural criteria, particularly for the Snowy Mountain wall and ceiling installations.

Answer: The City will consider alternate construction methods to the specified EPS structural armature and GFRC concrete shell. Contractor shall provide stamped drawings for the proposed assembly, including fastening and anchoring methods for the Snowy Mountain wall and ceiling installations. Proposed alternate assemblies shall comply with the qualification and submittal requirements of Section 03 49 00 S and are subject to review and approval by the City and Engineer. Contractors proposing a GFRC installer that has not been preapproved shall submit installer qualifications for review and approval in accordance with Section 03 49 00 S. A Contractor electing to bid an alternate construction method and/or non-preapproved installer does so at its own risk.

f. Question: Can you provide additional information on grading quantities?

Answer: Approximate estimated quantities from existing to finished grade for are given under Bid Item #10, #71, & #101 in Section 01 29 00 S of the Technical Specifications.

All bidders shall acknowledge receipt and acceptance of this Addendum by submitting this signed

Addendum with the bid package. Bid forms received without this Addendum will be considered informal.

CIVIL SCIENCE CONTRACTOR

Signature: Signature:

Title: Title:

Date: Date:

END OF ADDENDUM #3

PROJECT ENGINEER

9/4/2026

ST. GEORGE CITY

THUNDER JUNCTION PHASE 2

UNIT COST BASE BID SCHEDULE

ITEM

NO.

SPECIFICATION

REFERENCE

ITEM DESCRIPTION EST QTY UNIT UNIT COST AMOUNT

1 01 71 13 S Mobilization & Demobilization 1 LS $ $

2 01 78 39 S, 2.4 Project Sign & Record Documents 1 LS $ $

2.5, 01 71 13 S, 01 66 00 S Site Security & Pedestrian Control 1 LS $ $

4 01 57 00 S Temporary Controls 1 LS $ $

02 41 13 S, 4.3, 32 91 00 S

6" Clearing, Grubbing, Irrigation

Removal, & Salvage Furniture

1 LS $ $

6 02 41 13 S Existing Tree & Root Protection w/

Temporary Fencing & Watering

1 LS $ $

7 02 41 13 S Cover & Abandon Existing Skylight 3 EA $ $

8 33 05 14 S Adjust Existing Manhole to Grade 1 EA $ $

9 Manufacturer Spec. Adjust Tracks to Grade 200 LF $ $

10 32 91 00 S, 4.3 Site Grading 1 LS $ $

11 4.7 6"x12" Colored Flush Landscape Curb 470 LF $ $

12 4.7 4" Concrete Flatwork w/ Base 960 SF $ $

13 4.7 4" Colored & Stamped Concrete w/

Base

14,050 SF $ $

14 4.7 5" Reinforced Colored & Stamped

Concrete w/ Base

870 SF $ $

15 4.7 8" Reinforced Colored & Stamped

Concrete w/ Base

1,000 SF $ $

16 4.4 Landscape Rockery Wall 230 LF $ $

17 4.4 Rockery Slope 635 SF $ $

18 4.7 Concrete Retaining Wall 3,200 SF $ $

19 4.7 18" Colored Planter Seat Wall 45 LF $ $

20 4.7 18" Colored Retaining Seat Wall 60 LF $ $

21 4.7 18" Retaining Seat Wall 36 LF $ $

22 4.7 Colored Concrete Steps 350 SF $ $

23 C Series Sheets Hand Rail 380 LF $ $

24 C Series Sheets Pedestrian Rail 185 LF $ $

25 C Series Sheets Wall Hand Rail 215 LF $ $

26 C Series Sheets Pedestrian Guard Rail 310 LF $ $

27 C Series Sheets Perimeter Safety Fencing 770 LF $ $

28 C Series Sheets Perimeter Safety Single Gate 1 EA $ $

29 C Series Sheets Perimeter Safety Double Gate 1 EA $ $

30 32 18 16 S Playground Surfacing w/ Base 12,320 SF $ $

31 32 18 16 S Playground Surfacing w/ Concrete 330 SF $ $

32 32 91 00 S Soil Overexcavate 24" and Replace w/

Approved Topsoil

90 SF $ $

33 32 91 00 S 24" Utelite Root Zone Mix Material 100 SF $ $

34 11 68 13 S Playground Equipment & Shade Sails -

Install Only

1 LS $ $

35 Manufacturer Spec. Swinging Bench - Install Only 4 EA $ $

36 Manufacturer Spec.

28' Hexagon Shade Structure - Install

Only

2 EA $ $

37 Manufacturer Spec. 8'x12' Overhang Pavilion - Install Only 2 EA $ $

38 03 49 00 S Asteroid Play Area 1 LS $ $

39 03 49 00 S Type A GFRC Faux Rock & Snow

Surfacing

1,500 SF $ $

40 03 49 00 S Type B GFRC Faux Rock & Snow

Surfacing

3,850 SF $ $

41 03 49 00 S Type C GFRC Faux Rock & Snow

Surfacing

4,300 SF $ $

42 03 49 00 S Type D GFRC Faux Rock & Snow

Surfacing

2,550 SF $ $

43 A & S Series Sheets Snowy Mountain Buildings 1 LS $ $

44 A & S Series Sheets Roof Shade Canopy - Snowy

Mountain Building

1 LS $ $

45 Sheet E003 Site Electrical Connection 1 LS $ $

46 27 41 00 S Site Audiovisual 1 LS $ $

47 27 41 00 S Volcano Fog Pumping System

Replacement

1 LS $ $

48 Sheet E003 Site Lighting 1 LS $ $

49 Sheet E003 Area Lighting Pole 9 EA $ $

50 4.5 12" Nyloplast Drain Basin with

Concrete Collar & Pedestrian Grate

4 EA $ $

51 4.5 15" Nyloplast Drain Basin with

Concrete Collar & Pedestrian Grate

1 EA $ $

52 4.5 24" Nyloplast Drain Basin with

Concrete Collar & Pedestrian Grate

3 EA $ $

53 4.5 6" Storm Drain Corrugated HDPE

Pipe

85 LF $ $

54 4.5 12" Storm Drain Corrugated HDPE

Pipe

334 LF $ $

55 4.5 18" Storm Drain Corrugated HDPE

Pipe

67 LF $ $

56 4.5 Storm Drain Connection to Existing

Inlet

1 EA $ $

57 4.5 6" Perforated HDPE Pipe Subdrain 4 EA $ $

58 4.5 4" PVC Sewer Lateral & Connection w/ Cleanout

2 EA $ $

59 4.5 1 1/4" Water Service Lateral &

Connection

130 LF $ $

60 4.5 Solid Manhole Lid w/ Rain Pan 2 EA $ $

61 Sheet P701 Water Feature Tank and Plumbing 1 LS $ $

62 13 96 50 S Building Mist System 1 LS $ $

63 4.5 4" Irrigation Sleeves 1,200 LF $ $

TOTAL AMOUNT $

UNIT COST ADDITIVE ALTERNATE 1 BID SCHEDULE - PARKING AND ENTRY AREA

ITEM

NO.

SPECIFICATION

REFERENCE

ITEM DESCRIPTION EST QTY UNIT UNIT COST AMOUNT

02 41 13 S, 4.3, 32 91 00 S

6" Clearing, Grubbing, Irrigation

Removal, & Salvage Furniture

1 LS $ $

65 02 41 14 S Remove Curb & Gutter 235 LF $ $

66 02 41 14 S Remove Concrete Flatwork 4,650 SF $ $

67 02 41 14 S Remove Asphalt Pavement 3,300 SF $ $

68 02 41 13 S Existing Tree & Root Protection w/

Temporary Fencing & Watering

1 LS $ $

69 02 41 13 S Relocate Stegosaurus Bike Rack 1 EA $ $

70 Sheet E003 Relocate Light Pole 1 EA $ $

71 32 91 00 S, 4.3 Site Grading 1 LS $ $

72 4.7 Curb & Gutter (Type HB30-7)

(Modified - Release)

215 LF $ $

73 4.7 ADA Pedestrain Access Ramp 600 SF $ $

74 4.6 Asphalt Pavement 825 SF $ $

75 4.7 4" Concrete Flatwork w/ Base 5,770 SF $ $

76 4.4 4' Max Boulder Rockery Wall 50 LF $ $

77 C Series Sheets Perimeter Safety Fencing 190 LF $ $

78 C Series Sheets Perimeter Safety Single Gate 1 EA $ $

79 C Series Sheets Perimeter Safety Double Gate 1 EA $ $

80 S Series Sheets Container Entrance Building

Foundation

1 LS $ $

81 Sheet E003 Container Building Electrical

Connection

1 LS $ $

82 Sheet E003 Relocate Underground Electric Line 1 LS $ $

83 4.5 Variable Sloped Trench Drain w/

Metal Grate

60 LF $ $

84 4.5 6" Storm Drain Corrugated HDPE

Pipe

40 LF $ $

85 4.5 Inserta Tee Riser Connection to

Existing 18" Pipe

1 EA $ $

86 4.5 4" PVC Sewer Lateral & Connection w/ Cleanout

1 EA $ $

87 4.5 3/4" Water Meter & Connection 1 EA $ $

88 4.5 1" Water Service 75 LF $ $

89 4.5 2" Communication Sleeves 40 LF $ $

90 4.5 4" Irrigation Sleeves 330 LF $ $

91 5.3 Pavement Markings 1 LS $ $

UNIT COST ADDITIVE ALTERNATE 2 BID SCHEDULE - CEMETERY ROAD REMOVAL

NO.

SPECIFICATION

REFERENCE

ITEM DESCRIPTION EST QTY UNIT UNIT COST AMOUNT

02 41 13 S, 4.3, 32 91 00 S

6" Clearing, Grubbing, Irrigation

Removal, & Salvage Furniture

1 LS $ $

93 02 41 14 S Remove Curb & Gutter and Base 435 LF $ $

94 02 41 14 S Remove Concrete Flatwork and Base 355 SF $ $

95 02 41 14 S Remove Asphalt Pavement and Base 5,250 SF $ $

96 02 41 13 S Existing Tree & Root Protection w/

Temporary Fencing & Watering

1 LS $ $

97 02 41 13 S Remove Stop Sign, Post and Base 2 EA $ $

98 33 05 14 S Adjust Irrigation Valve and Collar to

Grade

4 EA $ $

99 33 05 14 S Adjust Existing Manhole to Grade 1 EA $ $

100 33 05 14 S Relocate Irrigation Valve Box 1 EA $ $

101 32 91 00 S, 4.3 Site Grading 1 LS $ $

102 4.7 Curb & Gutter (Type HB30-7) 100 LF $ $

103 4.7 Curb & Gutter (RU 30) 86 LF $ $

104 4.7 ADA Pedestrain Access Ramp 175 SF $ $

105 4.6 Asphalt Pavement w/ Base 440 SF $ $

106 4.7 4" Concrete Flatwork w/ Base 2,140 SF $ $

107 4.5 4" Irrigation Sleeves 90 LF $ $

108 5.3 Pavement Markings 1 LS $ $

UNIT COST ADDITIVE ALTERNATE 3 BID SCHEDULE - ADDITIONAL MIST SYSTEMS

NO.

SPECIFICATION

REFERENCE

ITEM DESCRIPTION EST QTY UNIT UNIT COST AMOUNT

109 13 96 50 S Asteriod Mist System 1 LS $ $

110 13 96 50 S Playground Mist Pole System 1 LS $ $

GLASS FIBER REINFORCED CONCRETE 03 49 00 S

St. George City Page 1 of 3

Thunder Junction Phase 2

SECTION 03 49 00 S

GLASS FIBER REINFORCED CONCRETE

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Design and construction of thematic Glass Fiber Reinforced Concrete (GFRC) for use in decorative, playground, and climbing elements in accordance with the drawing and requirements specified herein and as required to complete the work.

1.2 REFERENCES

A. ASTM Standards:

C150 Standard Specifications for Portland Cement

C595 Standard Specifications for Blended Hydraulic Cements

E84 Standard Test Method for Surface Burning Characteristics of Building Materials

F1487-17 Standard Consumer Safety Performance Specification for Playground Equipment for Public

Use

B. Other Standards:

Consumer Product Safety Council (CPSC) Handbook for Public Playground Safety

1.3 QUALITY ASSURANCE

A. GFRC Installer’s Qualifications:

a. Not Less than 10 years experience in the construction of custom GFRC sculptures and playground features for use in public Playgrounds of the type proposed for the Work.

Minimum of 10 references.

b. Installation to be supervised by a Certified Playground Safety Inspector as per the Consumer

Product Safety Council (CPSC) Handbook for Public Playground Safety.

c. Installer to consult with an experienced bouldering route setter on design and construction of Asteroid Climbing Feature to provide unique bouldering problems as stated on plans.

B. Preapproved GFRC Installers are as follows:

a. CS Stonescape

Casey Stucki

435-574-8569

b. Dreamweaver Specialties, Inc.

Randy Paul

435-668-2341

St. George City Page 2 of 3

c. ID Sculpture https://idsculpture.com

970-641-1747

C. The Contractor shall notify the Engineer of any discrepancies of site dimensions, obstructions, etc.

that are not shown on the drawings and that might not have been known during the preparation of

Contract Documents. If such notification is not made, Contractor shall assume all expenses and responsibility for any revisions and rework necessary to complete the Work. Work described in drawings by notes or on details shall be furnished and installed whether or not specifically mentioned in the specifications.

1.4 SUBMITTALS

A. Installer Approval:

a. GFRC contractors that have not been preapproved shall submit qualifications for review and approval prior to fabrication or commencement of GFRC work

b. Submit documentation demonstrating a minimum of 10 years of successful experience in the fabrication and installation of architectural GFRC systems of similar type, size, complexity, and quality to those required for this Project. Include a list of at least three comparable completed projects, with project name, location, date of completion, scope of

GFRC work, and owner or design professional contact information.

c. CPSI Certification of Playground Safety Inspector.

B. Drawings: Complete design drawings including:

a. Asteroid Climbing Feature conceptual design with 3-dimensional perspective drawings.

b. Typical Cross-sections of GFRC Surfacing Types.

c. Shop drawings including dimensions, interface or attachment to adjacent work, fall safety clearances, footings, fastening and anchoring methods of all system components, detail and location of joints, and notation or identification of finishes for work specified herein.

d. Stamped Structural Design Drawings.

e. All drawings to be reviewed and approved by City prior to GFRC installation.

C. Samples:

a. Submit one sample of 6”x6” playground climbing sculpture system with colors, sealant, and anti-graffiti coating.

b. Submit one sample of 6”x6” GFRC Surfacing system with colors, sample painting, sealant, and anti-graffiti coating.

D. Concrete Mix Design to be approved by Engineer.

E. Material Data Sheet for flat impregnator sealant and anti-graffiti coating to be approved by Engineer.

F. CPSI Certification of Playground Safety Inspector.

St. George City Page 3 of 3

G. Quality Control Submittals: Any deviations from the proposed design as shown on the Plans must be approved by the Landscape Architect prior to construction. Submit drawings of design deviations for approval prior to commencing any work.

1.5 GUARANTEE

A. Guarantee: During the period of 10 full years after the final payment of work, contractor to make all necessary repairs or replacements due to defective workmanship or materials within thirty (30) calendar days of receipt of notice of malfunction by the Owner.

PART 2 PRODUCTS

2.1 MATERIALS

A. Structural Armature: Foam used to conform to industry standards for 1lb EPS. Class A rated fire retardant to be molded integrally into foam.

B. GFRC Concrete Shell: High sulfate resistant cement with a minimum of 1 pound per cubic yard of glass fiber reinforcement. Waterproof shell with a minimum strength of 7000 psi.

PART 3 EXECUTION

2.1 INSTALLATION

C. Structural Armature: Structural foam blocks formed into specific shapes that form underlying structure. Structural Armature with play areas to meet Consumer Product Safety Council (CPSC)

Handbook for Public Playground Safety and be approved by Certified Playground Safety Inspector and Landscape Architect prior to placement of GFRC Concrete Shell.

D. GFRC Concrete Shell: Shell to be two layers of cement. Total thickness of both layers may vary to achieve realistic texture and contour. Minimum thickness to be 5/8”.

E. Surface texture to be hand finished to emulate geologic textures and composition as shown in plans.

F. Color and designs to be achieved through hand applied playground safe siliconized acrylic concrete stain and integral concrete pigments.

G. GFRC Concrete Shell to be coated with flat impregnator sealant and anti-graffiti coating.

END OF SECTION

258225

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SW/TW

2590.08

SW

2590.50

SW

2590.48

SW

2590.29

SW

2590.20

SW

2589.34

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2589.20

SW/BW

2589.00

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2588.87

SW/BW

2588.81

SW/BW

2588.75

SW/BW

2586.27

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2586.90

SW/BW

2586.81

SW/BW

2586.78

SW/BW

2586.79

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2586.27

SW/BW

2586.25

SW/BW

2586.36

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2586.20

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2586.20

SW/BW

2585.97

TS

2585.95

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2581.95

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2585.80

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2588.44

SW/BW

2584.47 SW

2584.44

SW/BW

2584.71

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2584.31

SW/BW

2584.51

SW/BW

2583.42

SW/BW

2583.63

SW/BW

2581.96

SW/BW

2582.31

SW/BW

2581.95

SW/BW

2582.14

SW/BW

2586.04

SW/BW

2581.14

SW/BW

2581.30

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2579.72

SW/BW

2579.60

TBC/BW

2579.60

TBC/BW

2579.48

TBC/BW

2579.41

TBC

2578.78 TBC

2578.67

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2578.36

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2578.42

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2579.35

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2579.54

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2579.09

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2578.33

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2578.35

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2578.36

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2578.45

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2578.91

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2579.15

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2578.91

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2578.80

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2579.00

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2578.19

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2578.23

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2578.33

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2578.30

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1.52%

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2578.20

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7.54%

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8.07%

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2585.95

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2579.60

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2589.30

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2588.49

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2589.82

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2585.75

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2590.69

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2589.44

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2589.27

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2589.18

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2588.70

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2586.50

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2579.61

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2584.52

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2579.60

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2585.80

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2588.38

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2590.31

SW

2590.47

CONCRETE PAVEMENT

COLORED & STAMPED CONCRETE

LANDING (MAX 2% SLOPE)

HEAVY DUTY CONCRETE PAVEMENT

ASPHALT PAVEMENT

STACKED ROCK

RETAINING WALL

LANDSCAPING

HATCH LEGEND

NOTE: REFER TO OVEREXCAVATION REQUIREMENTS IN

GEOTECHNICAL REPORT FOR PLAYGROUND EQUIPMENT,

WALKING PATHS, AND BUILDING PADS.

PEDESTRIAN ACCESS RAMP KEY:

R RAMP

T TURN SPACE

F FLARE

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SHEET TITLE

S.

D ixi e D riv e, St e.

St . G eo rg e, UT

5.9

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24327

AUGUST, 2026

JEB

JH

C-134

GRADING &

DRAINAGE

PLAN

17 33

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COORDINATE FINAL GRADES AROUND TRAMPOLINES

WITH SUPPLIER PRIOR TO INSTALLATION. PROVIDE

DRAINAGE SYSTEM THAT OUTLETS TO LANDSCAPE

ACCORDING TO MANUFACTURER'S RECOMMENDATION

GRADE AREA & PROVIDE CLEARANCES AROUND

SWITCH, TRANSFORMER, AND PEDESTAL

ACCORDING SGES STANDARD DETAILS.

(SEE SHEET A4.02)