INTERSTATE 44 AND HIGHWAY MM LIFT STATION

2025PW0062
I-44 & ROUTE MM SANITARY SEWER IMPROVEMENTS
SP-4.6.17
CONTROL BUILDING
TECHNICAL SPECIFICATIONS
SPRINGFIELD, MISSOURI

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
Description Page No.
DIVISION 00
00 00 04 - Registrants ....................................................................................................... 1 - 4
DIVISION 03
03 10 00 - Concrete Forming and Accessories ................................................................. 1 - 8
03 20 00 - Concrete Reinforcing ....................................................................................... 1 - 6
03 30 00 - Cast-In-Place Concrete.................................................................................... 1 - 29
DIVISION 04
04 20 00 - Unit Masonry .................................................................................................... 1 - 20
04 22 00 - Concrete Unit Masonry .................................................................................... 1 - 18
DIVISION 05
05 12 00 - Structural Steel Framing .................................................................................. 1 - 11
05 31 00 - Steel Decking ................................................................................................... 1 - 6
DIVISION 06
06 16 00 - Sheathing ......................................................................................................... 1 - 5
DIVISION 07
07 21 00 - Thermal Insulation ........................................................................................... 1 - 4
07 27 26 - Fluid Applied Membrane Air Barrier ................................................................. 1 - 8
07 54 23 - Thermoplastic Polyolefin (TPO) Roofing ......................................................... 1 - 11
07 62 00 - Sheet Metal Flashing and Trim ........................................................................ 1 - 12
07 92 00 - Joint Sealants .................................................................................................. 1 - 7
DIVISION 08
08 11 13 - Hollow Metal Doors and Frames ..................................................................... 1 - 7
08 71 00 - Door Hardware ................................................................................................. 1 - 17
08 80 00 - Glazing ............................................................................................................. 1 - 10
DIVISION 09
09 90 00 - Painting ............................................................................................................ 1 - 7
DIVISION 10
10 44 16 - Fire Extinguishers ............................................................................................ 1 - 3
DIVISION 22
22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping ............................................... 1 - 3
22 05 23 - General-Duty Valves for Plumbing Piping ....................................................... 1 - 2
22 05 29 - Hangers and Supports for Plumbing Piping and Equipment ........................... 1 - 5
22 05 53 - Identification for Plumbing Piping and Equipment ........................................... 1 - 1
22 07 19 - Plumbing Piping Insulation .............................................................................. 1 - 3
22 10 05 - Plumbing Piping ............................................................................................... 1 - 5
22 10 06 - Plumbing Piping Specialties ............................................................................ 1 - 3
i TABLE OF CONTENTS

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
22 30 00 - Plumbing Equipment ........................................................................................ 1 - 2
22 40 00 - Plumbing Fixtures ............................................................................................ 1 - 3
DIVISION 23
23 05 29 - Hangers and Supports for HVAC Piping and Equipment ................................ 1 - 3
23 05 53 - Identification for HVAC Piping and Equipment ................................................ 1 - 1
23 05 93 - Testing, Adjusting, and Balancing for HVAC ................................................... 1 - 3
23 31 00 - HVAC Ducts and Casings ................................................................................ 1 - 2
23 33 00 - Air Duct Accessories ........................................................................................ 1 - 3
23 34 13 - Axial HVAC Fans ............................................................................................. 1 - 2
23 37 00 - Air Outlets and Inlets........................................................................................ 1 - 2
23 82 00 - Convection Heating and Cooling Units ............................................................ 1 - 2
DIVISION 26
26 05 19 - Low-Voltage Electrical Power Conductors and Cables ................................... 1 - 5
26 05 26 - Grounding and Bonding for Electrical Systems ............................................... 1 - 4
26 05 29 - Hangers and Supports for Electrical Systems ................................................. 1 - 3
26 05 33.13 - Conduit for Electrical Systems ......................................................................... 1 - 5
26 05 33.16 - Boxes for Electrical Systems ........................................................................... 1 - 3
26 05 53 - Identification for Electrical Systems ................................................................. 1 - 4
26 05 73 - Power System Studies ..................................................................................... 1 - 3
26 09 16 - Duplex Pumps Control Panel ........................................................................... 1 - 11
26 22 00 - Low-Voltage Transformers .............................................................................. 1 - 3
26 24 16 - Panelboards ..................................................................................................... 1 - 5
26 27 26 - Wiring Devices ................................................................................................. 1 - 4
26 28 16.16 - Enclosed Switches ........................................................................................... 1 - 2
26 32 13 - Engine Generators ........................................................................................... 1 - 8
26 36 00 - Transfer Switches ............................................................................................ 1 - 5
26 43 00 - Surge Protective Devices ................................................................................ 1 - 2
26 51 00 - Interior Lighting ................................................................................................ 1 - 4
26 56 00 - Exterior Lighting ............................................................................................... 1 - 2
DIVISION 40
40 94 00 - SCADA Control Center .................................................................................... 1 - 4
ii TABLE OF CONTENTS

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
SECTION 000004 - REGISTRANTS
The personal seal of the registered Architect of Record or each shown Engineer shall be the legal
equivalent of his signature whenever and wherever used, and the owner of the seal shall authenticate this
sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all
other plans, specifications, estimates, reports, or other documents or instruments relating to or intended
to be used for any part or parts of this project.
Those sections each discipline is responsible for shall be as listed alongside the seal of same.
STRUCTURAL ENGINEER OF RECORD
SEAL
Toth & Associates
1550 E. Republic Road, Springfield, MO 65804
417-888-0645
Missouri State Certificate of Authority # 2004004242
Sections: 031000, 032000, 033000, 042200, 051200,
053100
3/31/2026
Alicia Bennett, P.E.
MO # PE-2019017788
000004 - 1 REGISTRANTS

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SECTION 000004 - REGISTRANTS
The personal seal of the registered Architect of Record or each shown Engineer shall be the legal
equivalent of his signature whenever and wherever used, and the owner of the seal shall authenticate this
sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all
other plans, specifications, estimates, reports, or other documents or instruments relating to or intended
to be used for any part or parts of this project.
Those sections each discipline is responsible for shall be as listed alongside the seal of same.
SEAL
ARCHITECT OF RECORD
Sapp Design Associates, Architects, Inc.
3750 S. Fremont, Springfield, MO 65804
417-877-9600
Missouri State Certificate of Authority # 000607
Sections: *042000, 061600, 072100, 072726, 075423,
076200, 077100, 079200, 081113, 087100, 088000, 099000,
104416
*Architectural Only
March 20, 2026
Brad A McKenzie, Architect
MO # 2000143888
000004 - 1 REGISTRANTS

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
SECTION 000004 - REGISTRANTS
The personal seal of the registered Architect of Record or each shown Engineer shall be the legal
equivalent of his signature whenever and wherever used, and the owner of the seal shall authenticate this
sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all
other plans, specifications, estimates, reports, or other documents or instruments relating to or intended
to be used for any part or parts of this project.
Those sections each discipline is responsible for shall be as listed alongside the seal of same.
MEP ENGINEER OF RECORD
SEAL
True Engineering Group, LLC
1200 E. Woodhurst Drive, BLDG P, Springfield, MO 65804
(417) 708-7025
Missouri State Certificate of Authority #E-2016000752
Sections: 22 05 17, 22 05 23, 22 05 29, 22 05 53, 22 07 19,
22 10 05, 22 10 06, 22 30 00, 22 40 00, 23 05 29,
23 05 53, 23 05 93, 23 31 00, 23 33 00, 23 34 13,
23 37 00, 23 82 00, 26 05 19, 26 05 26, 26 05 29,
03/20/2026
26 05 33.13, 26 05 33.16, 26 05 53, 26 05 73,
26 22 00, 26 24 16, 26 27 26, 26 28 16.16,
26 43 00, 26 51 00, 26 56 00
Jacob Adam Nelson, P.E.
MO # PE-2009018758
000004 - 1 REGISTRANTS

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
SECTION 00 00 04 - REGISTRANTS
The personal seal of the registered Architect of Record or each shown Engineer shall be the legal
equivalent of his signature whenever and wherever used, and the owner of the seal shall authenticate this
sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all
other plans, specifications, estimates, reports, or other documents or instruments relating to or intended
to be used for any part or parts of this project.
Those sections each discipline is responsible for shall be as listed alongside the seal of same.
ELECTRICAL ENGINEER OF RECORD
SEAL
Toth & Associates
1550 E. Republic Road, Springfield, MO 65804
417-888-0645
Missouri State Certificate of Authority # 2004004242
Sections: 260916, 263213, 263600, 409400
March 31, 2026
Stuart L. Cunningham, P.E.
MO # PE-2014016940
000004 - 1 REGISTRANTS

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
SECTION 031000 - CONCRETE FORMING AND ACCESSORIES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Form-facing material for cast-in-place concrete.
2. Form liners.
3. Shoring, bracing, and anchoring.
B. Related Requirements:
1. Section 032000 "Concrete Reinforcing" for reinforcing related to structural elements and
slab on grade.
2. Section 033000 "Cast-In-Place Concrete" for concrete topping and placing connection
anchors in concrete.
3. Section 321313 "Concrete Paving" for formwork related to concrete pavement and walks.
1.3 DEFINITIONS
A. Form-Facing Material: Temporary structure or mold for the support of concrete while the
concrete is setting and gaining sufficient strength to be self-supporting.
B. Formwork: The total system of support of freshly placed concrete, including the mold or
sheathing that contacts the concrete, as well as supporting members, hardware, and necessary
bracing.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review the following:
a. Special inspection and testing and inspecting agency procedures for field quality
control.
b. Construction, movement, contraction, and isolation joints
c. Forms and form-removal limitations.
d. Shoring and reshoring procedures.
e. Anchor rod and anchorage device installation tolerances.
031000 - 1 CONCRETE FORMING & ACCESSORIES

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
1.5 ACTION SUBMITTALS
A. Product Data: For each of the following:
1. Exposed surface form-facing material.
2. Concealed surface form-facing material.
3. Forms for cylindrical columns.
4. Pan-type forms.
5. Void forms.
6. Form liners.
7. Form ties.
8. Waterstops.
9. Form-release agent.
B. Shop Drawings: Prepared by, and signed and sealed by, a qualified professional engineer
responsible for their preparation, detailing fabrication, assembly, and support of forms.
1. For exposed vertical concrete walls, indicate dimensions and form tie locations.
2. Indicate dimensions and locations of construction and movement joints required to
construct the structure in accordance with ACI 301.
a. Location of construction joints is subject to approval of the Architect.
3. Indicate location of waterstops.
4. Indicate form liner layout and form line termination details.
5. Indicate proposed schedule and sequence of stripping of forms, shoring removal, and
reshoring installation and removal.
C. Samples:
1. For Form Liners: 12-inch by 12-inch sample, indicating texture.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For testing and inspection agency.
B. Research Reports: For insulating concrete forms indicating compliance with International Code
Council Acceptance Criteria AC353.
C. Field quality-control reports.
D. Minutes of preinstallation conference.
1.7 QUALITY ASSURANCE
A. Testing and Inspection Agency Qualifications: An independent agency, acceptable to authorities
having jurisdiction, qualified in accordance with ASTM C1077 and ASTM E329 for testing
indicated.
B. Mockups: Formed surfaces to demonstrate typical joints, surface finish, texture, tolerances, and
standard of workmanship.
1. Build panel approximately 100 sq. ft. in the location indicated or, if not indicated, as
directed by Architect.
031000 - 2 CONCRETE FORMING & ACCESSORIES

I-44 & Route MM Sanitary Sewer Improvements
SP-4.6.17 Technical Specifications
City of Springfield, Missouri
2. Subject to compliance with requirements, approved mockups may become part of the
completed Work.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Form Liners: Store form liners under cover to protect from sunlight.
B. Insulating Concrete Forms: Store forms off ground and under cover to protect from moisture,
sunlight, dirt, oil, and other contaminants.
C. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other
contaminants.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and
reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and
construction loads that might be applied, until structure can support such loads, so that resulting
concrete conforms to the required shapes, lines, and dimensions.
1. Design wood panel forms in accordance with APA's "Concrete Forming
Design/Construction Guide."
2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center
spacing of supports.
B. Design, engineer, erect, shore, brace, and maintain insulating concrete forms in accordance
with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that
might be applied, until structure can support such loads, so that resulting concrete conforms to
the required shapes, lines, and dimensions.
1. Design cross ties to transfer the effects of the following loads to the cast-in-place
concrete core:
a. Wind Loads: As indicated on Drawings.
1) Horizontal Deflection Limit: Not more than 1/600 of the wall height.
2.2 FORM-FACING MATERIALS
A. As-Cast Surface Form-Facing Material:
1. Provide continuous, true, and smooth concrete surfaces.
2. Furnish in largest practicable sizes to minimize number of joints.
3. Acceptable Materials: As required to comply with Surface Finish designations specified in
Section 033000 "Cast-In-Place Concrete, and as follows:
a. Plywood, metal, or other approved panel materials.
b. Exterior-grade plywood panels, suitable for concrete forms, complying with
DOC PS 1, and as follows:
1) APA HDO (high-density overlay).
031000 - 3 CONCRETE FORMING & ACCESSORIES