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705 Submittals
Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization BATTERY ELECTRIC BUS CHARGING INFRASTRUCTURE GECE PROJECT NO. 2437 COMMON WORK RESULTS FOR ELECTRICAL 26 0500 - 3 2. Dimensions shall be field verified to ensure product will fit and maintain code required working clearances. 3. Approval of a substituted product does not alleviate the contractor from providing a complete, working installation compliant with the contract documents, design intent, applicable codes, standards, and local ordinances. 2. Submittals shall include the following: a. Manufacturer equipment specifications, including but not limited to the following: circuit breakers. 1. Grounding. 2. Conduit raceway, innerduct, fittings, and straps. 3. Ducts and trench racks. 4. Methods for conductor separation and barriers. 5. Conductors and terminations. 6. Junction boxes, pull boxes, gutters, and vaults. 7. Finish samples and color charts. 3. Coordination with other trades to the fullest of ability is required to result in a complete, functioning, and professional installation. 4. The construction documents are based on the most accurate information available when prepared. Minor adjustments are frequently made due to changes with respect to architectural plans, construction, and equipment furnished by others. This shall be recognized when bidding and during construction. No change in contract price will be allowed for alternate work which requires approximately the same work to adjust/relocate as a result of construction coordination work. Adequate contingency in the bid price shall allow for such coordination and adjustments. 5. Record drawings shall be provided to the owner prior to final acceptance. Record drawings shall be maintained throughout construction and reflect and illustrate job changes as they occur. Record drawings shall: a. Be submitted to the owner as a set of reproducible drawings. Hand drafted notation is acceptable, provided it is legible and clear unless otherwise noted per Architectural specifications. b. Identify locations of concealed and underground conduit 1” size and larger scaled within 12” of actual field conditions. c. Identify the location of vaults and boxes. C. QUALITY ASSURANCE 1. Manufacturers shall be regularly engaged in the manufacture of electrical construction products of types required for this project, whose products have been of satisfactory use in similar service for not less than five years. 2. Installers shall have experience in the installation of products required for this project. Installers shall be experienced with proper installation techniques and manufacturer recommendations. In the acceptance or rejection of the finished installation, no allowance will be made for the lack of skill on behalf of the personnel. 3. Installers shall be qualified by the State of California and provide documentation to the owner of the following: a. Valid Contractors License. E L E C T R I C A L S U B M I T T A L January 20, 2026 Submittal 1R1 ELECTRICAL SUBCONTRACTOR: Electricraft, Inc. 200 Suburban Road, Suite A San Luis Obispo, CA 93401 (805) 544-8224 FAX (805) 544-0208 bdauth@electricraftinc.com Job No. 25-269 PROJECT: City of San Luis Obispo Battery Electric Bus Charging Infrastructure San Luis Obispo, CA 93401 PREPARED FOR GENERAL CONTRACTOR: Newton Construction & Management, Inc. P.O. Box 3260 San Luis Obispo, CA 93403 (805) 544-5583 eric@newtonconstruction.com Project Manager: Eric Newton 200 Suburban Road, Suite A, San Luis Obispo, CA 93401 City of San Luis Obispo Battery Electric Bus Charging Infrastructure ELECTRICAL MATERIAL AND EQUIPMENT LIST FOR APPROVAL Submittal No. 1R1 January 20, 2026 ITEM MANUFACTURER MODEL/ITEM# Power Defense Circuit Breaker Eaton PDG33F0350TFAJ SIMpull Copper Conductor Southwire THHN/THWN-2 SIMpull Copper Conductor Southwire XHHW-2/RW90 CAT6A Shielded Cable Primus Cable C6AS-3085BL Underground Junction Box Oldcastle B1730 Christy PVC Conduit – Schedule 40 Cantex Varies PVC Elbow – Schedule 40 Cantex Varies PVC Center Stop Coupling – Schedule 40 Cantex Varies PVC Conduit – Schedule 80 Cantex Varies PVC Elbow – Schedule 80 Cantex Varies PVC Adapters Cantex Varies PVC End Bell Cantex Varies Red Detectable Tape Dottie DU01 Rigid Metal Conduit Wheatland Tube Varies Galvanized Steel Rigid Elbows Wheatland Tube Varies Pipe Wrap Dottie 210 Smoothwall HDPE Conduit/Accessories Duraline ¾” SDR 11 Smoothwall HDPE Conduit/Accessories Duraline 1” SDR 11 LB Threaded Conduit Body Dottie Varies Product Specifications 3'' x 1000' Red Detectable Tape (Caution Buried Electric Line Below) Part Number DU01 Category Number 5325 UPC 781002163503 Detectable Tape is used for locating and protecting buried utility, communication, CATV, fiber optic, sewer, water, and gas lines along with cables and conduits. It is a 4.5 mil, foil bonded polyethylene tape manufactured with a solid aluminum foil core and a continuous warning. In order to properly locate, an industrial grade, non-ferrous metal detector should be used. Meets APWA color codes. Physical Characteristics Type Detectable Warning Tape Size 3'' x 1000' Length (ft)1000' Width (in)3'' Thickness (mil)4.5 mil Material Foil Bonded Polyethylene Color Red Packaging Details Standard Qty 1 Master Qty 4 Price Per 1 Package Length 8.80 Package Width 8.60 Package Height 3.00 Package Weight 5.91 Performance Data Tensile Strength Width Direction: 55.9 N/10mm, Length Direction: 40.1 N/10mm Elongation Width Direction: 15%, Length D Applications Provides Detection, Location, and Identification of Buried Utility Lines, Pipes, Cables & Conduits Resists Acids, Alkalis, Other Destructive Elements in Soil For Use With Non-Ferrous Metal Detector Tape Features Non-Adhesive Special Features Continuous Warning, Highly Visible, Encased Message to Prevent Ink Rub-Off Certifications IGCC 5314 RoHS Compliant No L.H. Dottie Co. Commerce, CA 323-725-1000 www.lhdottie.com Rigid Metal Conduit Submittal Sheet PROJECT: ENGINEER: LOCATIONS: CONTRACTOR: SPECIFICATION REFERENCE: DATE: SYSTEM TYPE: COMMENTS: SUBMITTAL INFORMATION Wheatland Tube’s rigid metal conduit is made for jobs that require the physical protection that only the thickest walls can provide. Fabricated of hot-dipped galvanized steel inside and out, RMC is tough enough for use in outdoor applications, energy and manufacturing plants, and corrosive environments. Plus, it’s easy to cut, bend and thread on the job. Wheatland Tube RMC is available in 10' and 20' lengths and trade sizes ½–6. Listing Wheatland Tube’s rigid metal conduit is UL® Listed to UL-6. It is manufactured in accordance with ANSI® C80.1 and federal specification WW-C-581. Locations Wheatland Tube’s rigid metal conduit meets the requirements of National Electrical Code® Article 344 for use in indoor and outdoor locations and in wet and dry locations, including Class 1 Division 1 hazardous locations. It may be used for both exposed and concealed installations. Testing Wheatland Tube performs regular tests of its rigid metal conduit for weld strength, plating thickness, threadability, all dimensions, and uniform smoothness of the interior and exterior coatings. Coatings Wheatland Tube’s rigid metal conduit is hot-dip galvanized on both the interior and exterior to defend against corrosion. It then receives a passivation coating for extra protection. Threading Wheatland Tube’s rigid metal conduit is simultaneously threaded on both ends, ensuring straight runs. info@wheatland.com wheatland.com Follow us on Twitter: @WheatlandTube 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 Rigid Metal Conduit Submittal Sheet Applicable tolerances: Outside diameter 1/2–1 1/2: ±0.015" (16–41: ±0.38 mm), 2–6 (53–155): ± 1%. RIGID METAL CONDUIT WEIGHTS AND DIMENSIONS (10' LENGTHS) TRADE SIZE METRIC DESIGNATOR THREADS / INCH WEIGHT / 100 FT.NOMINAL OUTSIDE DIAMETER NOMINAL INSIDE DIAMETER lbs.kg in.mm in.mm 1/2 16 14 82 37.1 0.840 21.34 0.632 16.05 3/4 21 14 109 49.4 1.050 26.67 0.836 21.23 1 27 11 1/2 161 73 1.315 33.40 1.063 27.00 1 1/4 35 11 1/2 218 98.9 1.660 42.16 1.394 35.41 1 1/2 41 11 1/2 263 119.3 1.900 48.26 1.624 41.25 2 53 11 1/2 350 158.8 2.375 60.33 2.083 52.91 2 1/2 63 8 559 253.6 2.875 73.03 2.489 63.22 3 78 8 727 329.8 3.500 88.90 3.090 78.49 3 1/2 91 8 880 399.2 4.000 101.60 3.570 90.68 4 103 8 1030 467.2 4.500 114.30 4.050 102.87 5 129 8 1400 635 5.563 141.30 5.073 128.85 6 155 8 1840 834.6 6.625 168.28 6.093 154.76 RIGID METAL CONDUIT PACKAGING (10' LENGTHS) TRADE SIZE METRIC DESIGNATOR THREAD PROTECTOR COLOR WEIGHT / 100 FT.QUANTITY / BUNDLE QUANTITY / LIFT WEIGHT / LIFT lbs.kg ft.Pieces Bundles ft.lbs. 1/2 16 Black 82 37.1 100 —20 2000 1640 3/4 21 Red 109 49.4 50 —20 1000 1090 1 27 Blue 161 73 50 —10 500 805 1 1/4 35 Red 218 98.9 —45 —450 981 1 1/2 41 Black 263 119.3 —45 —450 1183 2 53 Blue 350 158.8 —20 —200 700 2 1/2 63 Black 559 253.6 —20 —200 1118 3 78 Blue 727 329.8 —20 —200 1454 3 1/2 91 Black 880 399.2 —10 —100 880 4 103 Blue 1030 467.2 — 10 —100 1030 5 129 Blue 1400 635 — 10 —100 1400 6 155 Blue 1840 834.6 — 10 —100 1840 info@wheatland.com wheatland.com Follow us on Twitter: @WheatlandTube 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 WEL-020824 Galvanized Steel Rigid Elbows Submittal Sheet PROJECT: ENGINEER: LOCATIONS: CONTRACTOR: SPECIFICATION REFERENCE: DATE: SYSTEM TYPE: COMMENTS: SUBMITTAL INFORMATION Wheatland Tube’s galvanized steel rigid elbows are made in America to ensure the ultimate physical protection. Made from the same hot-dip galvanized steel as our rigid metal conduit, our rigid elbows are tough enough for use in outdoor applications, energy and manufacturing plants, and corrosive environments. Standard and special large-radius elbows are available to meet the needs of any project. Listing Wheatland Tube’s galvanized steel rigid elbows are UL® Listed to UL- 6. They are manufactured in accordance with ANSI® C80.1 and federal specification WW-C-581. Locations Wheatland Tube’s galvanized steel rigid elbows meet the requirements of National Electrical Code® Article 344 for use in indoor and outdoor locations and in wet and dry locations, including Class 1 Division 1 hazardous locations. They may be used for both exposed and concealed installations. Coatings Wheatland Tube’s galvanized steel rigid elbows are hot-dip galvanized on both the interior and exterior to defend against corrosion. They then receive a passivation coating for extra protection. info@wheatland.com wheatland.com Follow us on Twitter: @WheatlandTube 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 90° ELBOWS * Trade sizes 2 ½ and larger shipped in palletized cartons or bulk. Palletized and bulk elbows supplied with a thread protector on each end and UL label affixed. ** Minimum dimension per UL-6. OFFSET FIGURE 1 FIGURE 2 STRAIGHT TRADE SIZE UL MIN. RADIUS**OFFSET (FIG. 1)UL MIN. STRAIGHT (FIG. 2)**WEIGHT PER 100 STANDARD CARTON QTY. in.in.in.lbs. 1/2 4 5 7/8 1 1/2 70 50 3/4 4 1/2 7 1 1/2 112 50 1 5 3/4 8 3/4 1 7/8 192 25 1 1/4 7 1/4 10 3/4 2 320 20 1 1/2 8 1/4 12 1/4 2 413 15 2 9 1/2 14 1/2 2 670 10 2 1/2*10 1/2 17 3 1200 Bulk 3*13 19 5/8 3 1/8 1900 Bulk 3 1/2*15 22 3/4 3 1/4 2800 Bulk 4*16 23 7/8 3 3/8 3100 Bulk 5*24 34 7/8 3 5/8 6800 Bulk 6*30 45 1/2 3 3/4 11400 Bulk TRADE SIZE 1–2 1/2 1–3 1–4 1–4 1–5 1–6 1–6 1–6 When Radius “A” Is 12"15"18"24"30"36"42"48" Offset “C” Is 1'9"2'0"2'4"2'11"3'5"3'11"4'6"5'0" Straight End “D” Is 9"9"10"11"11"11"12"12" Length Unbent Is 3'0"3'6"4'0"4'11"5'9"6'6"7'6"8'4" C CAD D DIMENSIONS OF SPECIAL LARGE-RADIUS 90° ELBOWS Galvanized Steel Rigid Elbows Submittal Sheet Numbers in table above represent weight in pounds of special-radius elbows we offer. TRADE SIZE 12" RADIUS 15" RADIUS 18" RADIUS 24" RADIUS 30" RADIUS 36" RADIUS 42" RADIUS 48" RADIUS 60" RADIUS 1 4 6 5 6 9 9 12 13 — 1 1/4 6 7 7 9 12 13 16 18 — 1 1/2 8 9 10 11 15 16 19 21 — 2 10 10 11 14 20 22 24 26 — 2 1/2 —19 18 23 27 32 39 44 — 3 —25 28 32 37 45 52 57 — 3 1/2 —StandardRadius 31 35 42 54 62 69 — 4 ——38 45 54 64 73 81 90 5 ———StandardRadius 85 94 100 120 136 6 ————StandardRadius 131 140 160 182 SPECIAL LARGE-RADIUS 90° ELBOWS info@wheatland.com wheatland.com Follow us on Twitter: @WheatlandTube 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 WEL-122023 Product Specifications 2'' x 100' Pipe Wrap (10 Mil) Part Number 210 Category Number 5420 UPC 781002281405 Pipe Wrap is a polyvinyl chloride film tape coated with a rubber resin adhesive that protects pipes, joints, conduit and couplings for overhead or direct burial applications. It is corrosion and puncture resistant. Physical Characteristics Type Pipe Wrap Size 2'' x 100' Length (ft)100' Width (in)2'' Thickness (mil)10 mil Material Polyvinyl Chloride Backing Material Plasticized PVC Finish Matte Color Black Packaging Details Standard Qty 1 Master Qty 24 Price Per 1 Package Length 4.30 Package Width 4.30 Package Height 1.90 Package Weight 1.18 Performance Data Tensile Strength (lb\in)20 lb/in Elongation 2 Applications Pipe, Joints, Conduit and Couplings for Overhead or Direct Burial Applications Temperature Range 32°F to 140°F Dielectric Strength 550 V/mil Voltage Rating (V)600V Resists Corrosion, Abrasion, Punctures, UV, Moisture, Fungus Adhesion to Steel 20 oz/in Adhesion to Backing 20 oz/in UV Resistance Yes Special Features Lead Free, Weather Resistant, Direct Burial Approved, Excellent Conformability, Individual Cello Wrapped Certifications IGCC 3156 RoHS Compliant Yes L.H. Dottie Co. Commerce, CA 323-725-1000 www.lhdottie.com HDPE CONDUIT TECHNICAL DATA SHEET SMOOTHWALL 3/4" SDR 11 Nominal OD 1.05 in OD Tolerance +/-0.005 in Min. Wall 0.095 in Wall Tolerance +0.02 in Min. ID 0.82 in Avg ID 0.84 in Weight 0.128 lb/ft Bend Radius Sup 10 in Bend Radius UnSup 20 in Conduit SWPS 687 lbs STANDARD DETAILS DETAILS Manufactured from flexible HDPE (High Density Polyethylene) SPECIFICATIONS All Smoothwall conduit dimensions meet or exceed one or more of the following: ASTM F-2160, ASTM D-3350, ASTM D-3485, NEMA TC-7, UL 651A, UL 1990, Bellcore GR-356, CSA C22.2 No. 327-18 INSTALLATION TYPES Plow, Trench, Directional Bore, Direct Burial, Tray Installations, Subdivided Conduit, Aerial COLORS Blue, Orange, Green, Brown, Grey, White, Red, Black, Lilac, Pink, Aqua, Terra Cotta, Lime Green, or custom colors with optional stripes CONDUIT MARKINGS Permanent marking along conduit includes: material, relevant standards, production info, and sequential feet or meter markings. Custom options available. OPTIONS CO-EXTRUDED LINING SILICORE® ULF (Ultra-Low Friction) is co-extruded inside the HDPE wall creating a slick, permanent, interior lining. With a coefficient of friction 60% lower than standard HDPE conduit without the aid of wet lubricants, SILICORE® ULF exhibits no loss in performance over time or in extreme temperature conditions. Coefficient of friction for SILICORE ULF 0.07 versus non- lubricated HDPE conduit 0.18-0.22 (internal test method). PRE-INSTALLED TAPE Factory pre-installed Bull-Line™ Pull Tape with EVEN-LOAD™ ensures extra slack at any access point throughout the reel. Available 500lb–6,000lb tensile strength or locatable. PRE-INSTALLED CABLE Cable can be factory pre-installed in conduit UV PROTECTANT Available for UV exposure applications (Aerial, Lashed, or External Tray) REEL SPECIFICATIONS REEL SIZE STANDARD LENGTH REEL TYPE 50 x 46 in 3000 ft Steel 66 x 46 in 8000 ft Steel 83 x 46 in 12000 ft Steel PRODUCT COMPLIANCE We offer an extensive portfolio of US-made conduit products and accessories that conform with several domestic preference standards, including Buy America (BAA), Build America, Buy America (BABA), and DOT Buy American requirements. Any products including a locate wire or preinstalled cables, will need to be specifically evaluated. FIre Retardant Resins may also require additional evaluation to meet program guidelines. Please contact your Dura-Line representative for more information. † Safe working pull strength is calculated at 80% of tensile or breaking strength * Unsupported Bend Radius guidelines should be followed during the installation process. The Supported Bend Radius are post-installation measurements. +1 800 847 7661 WWW.DURALINE.COM 2025-12-09 10:35:41Z HDPE CONDUIT TECHNICAL DATA SHEET SMOOTHWALL RECOMMENDED ACCESSORIES 3/4" SDR 11 3/4" CLEAR-LOCK Quantity: 144 / Per Case Packaging: Each Part Number: 20005661 0.75" SDR E-LOC COUPLER Quantity: 1 Packaging: Each Part Number: 20001948 ROTARY CONDUIT CUTTER 0.75" TO 2.625" Quantity: 1 Packaging: Each Part Number: 20001924 RATCHET CUTTER FOR 0.75" - 1.25" OD CONDUIT Quantity: 1 Packaging: Each Part Number: 20001923 KWIK CUTTER - CUTS UP TO 2.00" OD CONDUIT Quantity: 1 Packaging: Each Part Number: 20001922 CONDUIT SLITTER Quantity: 1 Packaging: Each Part Number: 20005686 0.75" SDR FLAT VINYL END CAP 1.050" OD Quantity: 1 Packaging: Each Part Number: 20001806 0.75" SDR TAPERED VINYL END CAP 1.040" OD Quantity: 1 Packaging: Each Part Number: 20001735 0.75" EXPANSION PLUG 0.776" - 1.020" ID Quantity: 50 / Per Case Packaging: Each Part Number: 20001974 0.75" MICRODUCT/CABLE PULLING GRIP Quantity: 3 / Per Case Packaging: Case Part Number: 20005615 HYDRALUBE F100I SUMMER (12) 1 QUART Quantity: 24 / Per Pallet Packaging: (12) 1 Quart Part Number: 20000209 HYDRALUBE F150I SUMMER (4) 1 GALLON Quantity: 30 / Per Pallet Packaging: (4) 1 Gallon Part Number: 20000211 BULL-LINE BUCKET WP05 4500FT Quantity: 36 Packaging: N/A Part Number: 20095168 BULL-LINE BUCKET WP12 2100FT Quantity: 36 Packaging: N/A Part Number: 20095169 † Safe working pull strength is calculated at 80% of tensile or breaking strength * Unsupported Bend Radius guidelines should be followed during the installation process. The Supported Bend Radius are post-installation measurements. +1 800 847 7661 WWW.DURALINE.COM 2025-12-09 10:35:41Z HDPE CONDUIT TECHNICAL DATA SHEET SMOOTHWALL 1" SDR 11 Nominal OD 1.315 in OD Tolerance +/-0.007 in Min. Wall 0.12 in Wall Tolerance +0.02 in Min. ID 1.035 in Avg ID 1.055 in Weight 0.199 lb/ft Bend Radius Sup 13 in Bend Radius UnSup 26 in Conduit SWPS 1078 lbs STANDARD DETAILS DETAILS Manufactured from flexible HDPE (High Density Polyethylene) SPECIFICATIONS All Smoothwall conduit dimensions meet or exceed one or more of the following: ASTM F-2160, ASTM D-3350, ASTM D-3485, NEMA TC-7, UL 651A, UL 1990, Bellcore GR-356, CSA C22.2 No. 327-18 INSTALLATION TYPES Plow, Trench, Directional Bore, Direct Burial, Tray Installations, Subdivided Conduit, Aerial COLORS Blue, Orange, Green, Brown, Grey, White, Red, Black, Lilac, Pink, Aqua, Terra Cotta, Lime Green, or custom colors with optional stripes CONDUIT MARKINGS Permanent marking along conduit includes: material, relevant standards, production info, and sequential feet or meter markings. Custom options available. OPTIONS CO-EXTRUDED LINING SILICORE® ULF (Ultra-Low Friction) is co-extruded inside the HDPE wall creating a slick, permanent, interior lining. With a coefficient of friction 60% lower than standard HDPE conduit without the aid of wet lubricants, SILICORE® ULF exhibits no loss in performance over time or in extreme temperature conditions. Coefficient of friction for SILICORE ULF 0.07 versus non- lubricated HDPE conduit 0.18-0.22 (internal test method). PRE-INSTALLED TAPE Factory pre-installed Bull-Line™ Pull Tape with EVEN-LOAD™ ensures extra slack at any access point throughout the reel. Available 500lb–6,000lb tensile strength or locatable. PRE-INSTALLED CABLE Cable can be factory pre-installed in conduit UV PROTECTANT Available for UV exposure applications (Aerial, Lashed, or External Tray) REEL SPECIFICATIONS REEL SIZE STANDARD LENGTH REEL TYPE 50 x 46 in 1500 ft Steel 66 x 46 in 5000 ft Steel 83 x 46 in 9000 ft Steel PRODUCT COMPLIANCE We offer an extensive portfolio of US-made conduit products and accessories that conform with several domestic preference standards, including Buy America (BAA), Build America, Buy America (BABA), and DOT Buy American requirements. Any products including a locate wire or preinstalled cables, will need to be specifically evaluated. FIre Retardant Resins may also require additional evaluation to meet program guidelines. Please contact your Dura-Line representative for more information. † Safe working pull strength is calculated at 80% of tensile or breaking strength * Unsupported Bend Radius guidelines should be followed during the installation process. The Supported Bend Radius are post-installation measurements. +1 800 847 7661 WWW.DURALINE.COM 2025-12-09 10:31:36Z HDPE CONDUIT TECHNICAL DATA SHEET SMOOTHWALL RECOMMENDED ACCESSORIES 1" SDR 11 1" SHUR-LOCK II Quantity: 10 / Per Case Packaging: Case Part Number: 20000118 1" CLEAR-LOCK Quantity: 50 / Per Case Packaging: Each Part Number: 20005662 ROTARY CONDUIT CUTTER 0.75" TO 2.625" Quantity: 1 Packaging: Each Part Number: 20001924 RATCHET CUTTER FOR 0.75" - 1.25" OD CONDUIT Quantity: 1 Packaging: Each Part Number: 20001923 KWIK CUTTER - CUTS UP TO 2.00" OD CONDUIT Quantity: 1 Packaging: Each Part Number: 20001922 CONDUIT SLITTER Quantity: 1 Packaging: Each Part Number: 20005686 1.00" SDR FLAT VINYL END CAP 1.315" OD Quantity: 1 Packaging: Each Part Number: 20001808 1.00" SDR TAPERED VINYL END CAP 1.300" OD Quantity: 1 Packaging: Each Part Number: 20001737 1.00" EXPANSION PLUG 0.994" - 1.390" ID Quantity: 50 / Per Case Packaging: Each Part Number: 20001768 HYDRALUBE F100I SUMMER (12) 1 QUART Quantity: 24 / Per Pallet Packaging: (12) 1 Quart Part Number: 20000209 HYDRALUBE F150I SUMMER (4) 1 GALLON Quantity: 30 / Per Pallet Packaging: (4) 1 Gallon Part Number: 20000211 BULL-LINE BUCKET WP05 4500FT Quantity: 36 Packaging: N/A Part Number: 20095168 BULL-LINE BUCKET WP12 2100FT Quantity: 36 Packaging: N/A Part Number: 20095169 † Safe working pull strength is calculated at 80% of tensile or breaking strength * Unsupported Bend Radius guidelines should be followed during the installation process. The Supported Bend Radius are post-installation measurements. +1 800 847 7661 WWW.DURALINE.COM 2025-12-09 10:31:36Z “Building a Better Brand” | L.H. Dottie Co. | Commerce, CA | 323-725-1000 | www.lhdottie.com TECHNICAL DATA SHEET Product Image Product Dimensions PN Size Length ‘A’Height ‘B’Width ‘C’Wire Size Volume LB50CG 1/2”111.50 mm 51.00 mm 33.40 mm [+0.30/-0.20]---4.3” LB75CG 3/4”131.45 mm 56.20 mm 38.30 mm [+0.30/-0.20]6 AWG 7.3” LB100CG 1”150.50 mm 68.50 mm 44.50 mm [+0.30/-0.20]3 # 4 AWG 12.3” LB125CG 1-1/4”197.03 mm 88.00 mm 63.36 mm [+0.40/-0.20]3 # 2 AWG 32.3” LB150CG 1-1/2”197.03 mm 93.00 mm 63.36 mm [+0.40/-0.20]3 # 2 AWG 33.8” LB200CG 2”250.10 mm 107.70 mm 79.68 mm [+0.40/-0.20]3 # 1 AWG 71.3” LB250CG 2-1/2”326.00 mm 132.50 mm 112.80 mm [±2.50]3 #4/0 AWG 153.0” LB300CG 3”333.20 mm 162.40 mm 112.80 mm [±2.50]3 #250 MCM 182.5” LB350CG 3-1/2”392.60 mm 180.70 mm 137.70 mm [±2.50]3 #350 MCM 304.8” LB400CG 4”393.50 mm 183.00 mm 137.70 mm [±2.50]3 #350 MCM 308.0” LB Threaded Conduit Body w/ Cover & Gasket LB Style Conduit Bodies are designed to allow for easy access to the interior of a conduit system for wire pulling and splicing. They are compatible with both IMC and Rigid Conduit and feature a removable cover and gasket for maintenance work. Features: • Wet locations • Die cast powder coated aluminum Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization SPECIAL PROVISIONS SPECIAL PROVISIONS 3 DIVISION II GENERAL CONSTRUCTION 10 GENERAL Add Section 10-1.02A, General Constraints on Sequence and Schedule of Work: The Battery Electrical Bus Charging Infrastructure site in the City of San Luis Obispo (City) is a critical facility for the ongoing operations of the City’s transit operations program. Conduct work in a manner that will not impair the operational capabilities of essential elements of the site. Utilize description of critical events in work sequence in this Section as a guideline for scheduling and undertaking the Work. Work sequence and constraints presented do not include all items affecting completion of the Work but are intended to describe critical events necessary to minimize disruption of the existing facilities and to ensure no interruption of service operations of City’s safety response teams. Add Section 10-1.02F, Shutdown and Construction Constraints: Execute the Work while the existing facility is in operation. Add Section 10-1.02G, Operations and Maintenance Access: Provide safe, continuous access to bus maintenance facilities for City personnel. DIVISION VIII MISCELLANEOUS CONSTRUCTION 80 FENCES Add to Section 80-3.01A, Summary: Chain link fence shall be galvanized type CL-6, BW and comply with Caltrans Standard Plans including A85, A85A, and A85B. DIVISION IX TRAFFIC CONTROL DEVICES 84 MARKINGS Add to Section 84-2.03C Application of Stripes and Markings: Preformed thermoplastic is only allowed with the approval of the Engineer. DIVISION X ELECTRICAL WORK 86 ELECTICAL SUBMITTAL PACKAGE SUBCONTRACTOR MATERIAL SUBMITTAL Project Title: Battery Electric Bus Charging Infrastructure Owner: City of San Luis Obispo – Public Works / Transportation Division Prime Contractor: Newton Construction Submitted By: CENTRAL COAST FENCE INC. 540 S. 4th Street Grover Beach, CA 93433 Project Location: San Luis Obispo, California TABLE OF CONTENTS 1. Caltrans Standard Details – A85, A85A, A85B 2. Chain Link Fabric Specifications 3. LG40 Galvanized Pipe (Framing & Posts) 4. Fence Fittings 5. Barbed Wire 6. Concrete Merchants Metals Spec TechRevised: May 2017 Zinc Coated (Galvanized) Steel Chain Link Fence Fabric ASTM A 392, Federal specification RR-F-191 Type I, AASHTO M-181 Type I 1. PRODUCT NAME Zinc Coated (Galvanized) Steel Chain Link Fence Fabric 2. MANUFACTURER Merchants Metals Manufacturing Locations: New Paris, IN 46553 71347 County Road 23 Phone: (800) 831-4060 Fax: (219) 831-3515 Statesville, NC 28677 165 Fanjoy Road Phone: (800) 438-7016 Fax: (704) 873-1313 Houston, TX 77093 4901 Langley Road Phone: (800) 723-3623 Fax: (713) 697-5806 3. PRODUCT DESCRIPTION Basic Use: Zinc coated (galvanized) steel chain link fence fabric for commercial, industrial, institutional and recreational applications. Zinc coated fabric is contained in various government specifications for use in prison, road, dock, airport, housing, forestry, and military uses. Composition and Materials: Zinc coated steel chain link fence fabric is produced by cold-drawing good commercial grade steel rod into wire of the appropriate diameter. The steel rod from which the wire is drawn is produced by the open hearth, electric furnace or basic oxygen process. The zinc coating may be applied before weaving into fabric (GBW) or after weaving into fabric (GAW): Galvanized before weaving (GBW): The wire is cleaned, passed through a bath of molten zinc, and then woven into chain link fabric. Galvanized after weaving (GAW): The uncoated wire is woven into chain link fence fabric of the appropriate height and mesh size. The coating is produced by passing the woven mesh through a continuous line which includes cleaning of the fabric. After cleaning, the fabric passes through a molten bath of zinc metal to produce the galvanized coating. Zinc used to produce the coating conforms to the requirements of ASTM specification B6. Standards: ASTM A 392 Zinc-Coated Steel Chain Link Fence Fabric ASTM F567 Installation of Chain Link Fence ASTM A 817 Metallic-Coated Wire for Use in Chain Link Fence ASTM B6 Zinc (Slab Zinc) Federal specification RR-F-191 Type I, Fencing, Wire and Post Metal (Chain- Link Fence Fabric) American Association of State Highway Transportation Officials M-181 Chain Link Fence, Type I 4. TECHNICAL DATA General: The manufacturer, if requested, will supply samples and certification that all materials comply with the appropriate specifications. Chain Link Fence Fabric: The base metal of the chain link fence fabric is composed of commercial quality medium-carbon wire. The weight of zinc coating, wire sizes with allowable variances, and wire breaking strength, as shown in Table 1, conform to ASTM A 817 for the wire size specified. The fabric is zinc coated after weaving (GAW) or before weaving (GBW). Coating Weight: Zinc-coated (galvanized) steel chain link fence fabric conforming to ASTM A392 and other specifications referenced above is available in two coating classes with the following minimum coating weights: Class 1 - 1.2 oz/ft2 (366 g/m2) Class 2 - 2.0 oz/ft2 (610 g/m2) GAW is available in either class. GBW is limited to Class 1 due to the limited availability of galvanized wire with a Class 2 coating. Fabric woven from 11 ga. wire and fabric woven in mesh sizes less than 1-3/4 in. are GBW. Sizes: Galvanized fabric is available in mesh sizes from 3/8 in. to 2 in. (10 mm to 50 mm), and in heights from 36 inches to 144 inches (910 mm to 3,660 mm). See Table 2. Unless otherwise specified, chain link fence fabric woven with a 2 in. (50 mm) mesh and 60 inches (1,520 mm) or less in height is knuckled at both selvages; for fabrics 72 inches (1,830 mm) and above the selvages are knuckled at one edge and twisted at the other. All fabrics woven into mesh sizes under 2 in. are knuckled at both selvages. 5. INSTALLATION Install chain link fence fabric in accordance with ASTM Practice 567. 6. AVAILABILITY AND COST Availability: Zinc coated steel chain link fence fabric is available for shipment throughout the United States and worldwide. Cost: Material costs may vary depending on specific requirements. Costs may be obtained through all Merchants Metals Service Centers 7. WARRANTY Class 2 galvanized steel chain link fence fabric is warranted for 20 years against failure due to rust or corrosion. 8. MAINTENANCE Periodic inspection is recommended but no routine maintenance is required 9. TECHNICAL SERVICES Specifications, drawings and other technical services are available through the Merchants Metals Technical Sales Department or your local Merchants Metals Service Center. Technical Service Department: Phone: (888) 260-1600 E-Mail: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com Merchants Metals Spec TechTechnical Sales Department: Telephone: (888) 260-1600 E-mail: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com Revised: May 2017 Zinc Coated (Galvanized) Steel Chain Link Fence Fabric Nominal Coated Wire Diameter Allowable Variance Zinc Coating Weight, minimum Breaking Strength, minimumClass 1 Class 2 gauge inch mm inch mm oz/ft2 g/m2 oz/ft2 g/m2 lbf Newtons 6 0.192 4.88 +0.005 +0.13 1.20 366 2.00 610 2,170 9,650 9 0.148 3.76 +0.005 +0.13 1.20 366 2.00 610 1,290 5,740 11 0.120 3.05 +0.005 +0.13 1.20 366 ------850 3,780 Table 1 – Zinc Coated Wire Characteristics Recommended Use Mesh Sizes Available Nominal Coated Wire Size, gauge Height of Fence Fabric inch (mm)inch mm Industrial/ Commercial 2 in.50 6 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) Industrial/Security 1 in.25 6 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) Security 1 in.25 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 1 in.25 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 3/4 in.19 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 3/4 in.19 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 5/8 in.16 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 5/8 in.16 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 1/2 in.13 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 1/2 in.13 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 3/8 in.10 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) Tennis Court 1 3/4 in.44 9 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) 11 36 (910), 42 (1,070), 48 (1,220), 60 (1,520), 72 (1,830), 84 (2,130), 96 (2,440), 108 (2,740), 120 (3,050), 144 (3,660) Table 2 – Zinc Coated Chain Link Fabric Characteristics ASTM A 392, Federal specification RR-F-191 Type I, AASHTO M-181 Type I Notes to tables: Fabrics with other characteristics may be available. Contact the Merchants Metals Technical Sales Department or a Merchants Metals Service Center with specific requests. (1) Red text indicates conformance with ASTM A-392. (2) Breaking strength (Table 1) based on a minimum tensile strength of 75,000 psi. (3) 11 ga. fabric available with a Class 1 coating only. (4) Fabric with mesh size less than 1-3/4 in. is galvanized before weaving. Merchants Metals Spec TechRevised: April 2021 Technical Sales Department: Email: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com Zinc Coated Framework – LG-40 ASTM F1043 Group IC, Federal specification RR-F-191/3E Class 1 Grade B, AASHTO M-181 Grade 2 1. PRODUCT NAME Galvanized Framework - LG-40 2. DISTRIBUTOR Merchants Metals Corporate Headquarters: 211 Perimeter Center Parkway Suite 250 Atlanta, GA 30346 Phone: (866) 888-5611 Merchants Metals Service Centers are located throughout the United States. 3. PRODUCT DESCRIPTION Basic Use: LG-40 pipe is used as end, corner or line posts, and rails, for commercial, industrial and institutional installations of chain link fencing. The requirements for this material are contained in various government specifications for use in prison, road, dock, airport, housing, forestry, and military installations. LG-40 pipe is typically used in installations which incorporate zinc-coated or aluminum- coated steel chain link fence fabric, although it may also be specified for use with other types of fabric, i.e. PVC coated. Composition and Materials: LG-40 pipe is manufactured using cold formed steel with a higher yield strength and tensile strength than schedule 40 pipe. The pipe is triple coated to provide and maintain a lustrous appearance in all climates and under the most severe atmospheric conditions. Standards: ASTM F567 Installation of Chain Link Fence ASTM F1043 Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework, Group IC Federal specification RR-F-191/3E, Fence Posts and Rails, Class 1, Grade B American Association of State Highway Transportation Officials (AASHTO) M-181, Grade 2 Army Corps of Engineers UFGS Department of the Navy Federal Aviation Administration F162 Federal Highway Administration U.S. Department of Justice – Federal Bureau of Prisons 4. TECHNICAL DATA General: The manufacturer or distributor, if requested, will supply samples and certification that all materials furnished fully comply with the appropriate specifications. Yield Strength Requirement: The yield strength of LG-40 pipe is 50,000 psi (344 MPa), min. Coating Requirements: The exterior of LG-40 pipe is triple coated, ensuring the pipe will maintain its appearance. The triple coating consists of a metallic coating of zinc, plus a conversion coating and a clear organic film, conforming to ASTM B6 coating requirements. The interior of the pipe is coated with a zinc rich paint that provides a high level of corrosion resistance to the interior of the pipe. 5. INSTALLATION Install fence posts in accordance with ASTM Practice F567. 6. AVAILABILITY AND COST Availability: LG-40 pipe is available for shipment throughout the United States and worldwide. Cost: Material costs may vary depending on specific requirements. Costs may be obtained through all Merchants Metals Service Centers. 7. MAINTENANCE Periodic inspection is recommended but no routine maintenance is required. 8. TECHNICAL SERVICES Specifications, drawings and other technical services are available through the Merchants Metals Technical Sales Department or your local Merchants Metals Service Center. Technical Sales Department: Email: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com Fence Industry Decimal O.D. Equivalent Pipe Wall Thickness Weight Section Modulus x Min. Yield Strength = Max Bending Moment Calculated Load (lbs.) 10 ft. Free Supported Cantilever O.D. in. mm in. mm lb./ft. kg/m in.3 psi lb./in.4 ft. 6 ft. 1 3/8 in.1.315 33.40 .104 2.64 1.35 2.01 .1111 x 50,000 =5,555 185 116 77 1 5/8 in.1.660 42.16 .111 2.82 1.84 2.74 .1961 x 50,000 =9,810 327 204 136 2 in.1.900 48.26 .120 3.05 2.28 3.39 .2810 x 50,000 =14,050 468 293 195 2 1/2 in.2.375 60.33 .130 3.30 3.12 4.64 .4881 x 50,000 =24,405 814 508 339 3 in. 2.875 73.03 .160 4.06 4.64 6.90 .8778 x 50,000 =43,890 1463 914 610 3 1/2 in.3.500 88.90 .160 4.06 5.71 8.50 1.3408 x 50,000 =67,040 2235 1,397 931 4 in. 4.000 101.60 .160 4.06 6.56 9.76 1.7819 x 50,000 =89,095 2970 1,856 1,237 LG-40 Dimensions and Strength Characteristics Merchants Metals Spec TechRevised: April 2021 Fence Fittings ASTM F626, Federal specification RR-F-191/4F, AASHTO M-181 1. PRODUCT NAME Fence Fittings, Chain Link 2. MANUFACTURER Merchants Metals Corporate Headquarters: 211 Perimeter Center Parkway Suite 250 Atlanta, GA 30346 Phone: (866) 888-5611 Merchants Metals Service Centers are located throughout the United States. Harrison, AR 72601 300 N. Industrial Park Road Phone: (877) 258-9576 Fax: (870) 741-6163 3. PRODUCT DESCRIPTION Basic Use: Fence fittings include those items that are routinely used in conjunction with metallic coated chain link fabric and framework to complete a chain link fence installation. Composition and Materials: Fence fittings for chain link fence may be manufactured from steel or aluminum alloy. Steel items are galvanized after fabrication. Standards: ASTM A641/A641M Specification for Zinc–Coated (Galvanized) Carbon Steel Wire ASTM A809 Specification for Aluminum-Coated (Aluminized) Carbon Steel Wire ASTM A817 Specification for Metallic-Coated Steel Wire for Chain-Link Fence Fabric and Marcelled Tension Wire ASTM B26/B26M Specification for Aluminum-Alloy Sand Castings ASTM B85/B85M Specification for Aluminum-Alloy Die Castings ASTM B108/B108M Specification for Aluminum-Alloy Permanent Mold Castings ASTM B117 Practice for Operating Salt Spray (Fog) Apparatus ASTM B209/B209M Specification for Aluminum and Aluminum-Alloy Sheet and Plate ASTM B211/B211B Specification for Aluminum and Aluminum-Alloy Rolled or Cold Finished Bar, Rod, and Wire ASTM B221/B221M Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes ASTM F552 Terminology Relating to Chain Link Fencing ASTM F626 Standard Specification for Fence Fittings ASTM F668 Specification for Polyvinyl Chloride (PVC), Polyolefin and Other Polymer-Coated Steel Chain Link Fence Fabric ASTM F934 Specification for Colors for Polymer-Coated Chain Link Fence Materials Federal specification RR-F-191/4F Chain Link Fence Accessories American Association of State Highway Transportation Officials (AASHTO) M-181 Chain Link Fence 4. TECHNICAL DATA General: The manufacturer, if requested, will supply samples and certification that all materials comply with the appropriate specifications. Post and Line Caps: Post and line caps are fabricated from pressed steel or cast iron and hot-dip galvanized with a minimum of 1.2oz/ft2 (366 g/m2) of zinc coating of surface area, or from aluminum alloy 380.0 conforming to die cast Specification ASTM B85/B85M, or sand cast or permanent mold alloy 356.0 or 713.0 conforming to Specification ASTM B26/B26M or ASTM B108. Rail and Brace Ends: Rail and brace ends are fabricated from pressed steel or cast iron and galvanized with a minimum of 1.2 oz/ft2 (366 g/m2) of zinc, or aluminum alloy 6063-T6 (ASTM B221 or B429). The thickness is 0.051 in. (1.3 mm) of steel or 0.062 in. (1.8 mm), of aluminum alloy, minimum length is 6 in. (152 mm). Top Rail Sleeves: Top rail sleeves shall be fabricated from pressed steel or round steel tubing and hot-dip galvanized with a minimum of 1.2oz /ft2 (366 g/m2) of zinc coating surface area, or from aluminum alloy 6063-T6 (see Specification B221/B221M or Specification B429/B429M). Rail sleeve material shall be a minimum of 0.051 in. (1.3 mm) in thickness if steel, or a minimum of 0.062 in. (1.8mm) in thickness if aluminum alloy, and a minimum of 6 in. (152.4 mm) in length. Tie Wires and Hog Rings: Tie Wire used to tie fabric to frame work and Hog rings for attaching fabric to tension. Fabricated from steel wire galvanized minimum zinc coating 1.2oz/ft2 (366 g/m2) 9 gauge (0.148) (3.76 mm) steel wire - lighter gauge steel wire may be used on lighter gauge mesh, see ASTM F626. Tension and Brace Bands: Tension and brace bands are fabricated from pressed steel or cast iron and galvanized with a minimum of 1.2 oz/ft2 (366 g/m2) of zinc, or aluminum alloy 6063- T5, 6063-T6, or 8176-H19 (ASTM B211/ B211M or B221/B211M). Tension bands have a minimum material thickness of 14 ga. (0.074 in. (1.88 mm) and a minimum width of ¾ in. (19 mm). Brace bands have a minimum material thickness of 12 ga. (0.105 in. 2.66 mm) and a minimum width of ¾ in. (19 mm). Tension bars: Steel tension bars are fabricated from merchant quality steel and galvanized, minimum zinc coating weight 1.2oz/ft2 (366 g/m2). Steel tension bars used to connect 1-3/4 in. (44 mm) and 2 in. (50 mm) mesh fabric to end, gate and corner posts are a minimum 3/16 in. (4.8 mm) by 5/8 in. (16 mm) for fabric heights to 5 ft. (1,520 mm) and 3/16 in. (16 mm) by 3/4 in. (19 mm) for fabric heights over 5 ft. (1,520 mm). Tension bars used to connect 1 in. mesh fabric to end; gate and corner posts are a minimum 1/4 in. (6 mm) by 3/8 in. (10 mm). The minimum length of a tension bar is 2 in. (50 mm) less than the full height of the chain link fabric. Truss Rod and Tightener: Steel truss rods shall be fabricated from 3/8 in. (9.5mm) merchant quality rod and it and all related devices shall be hot-dip galvanized after threading with a minimum of 1.2oz/ft2 (366 g/m2) of zinc coating and shall withstand 2000lb (900 kg) of tension. Barbed Wire Arms: Barbed wire arms shall be fabricated from pressed steel or cast iron, and hot-dip galvanized with a minimum 1.2 oz/ft2 (366 g/m2) of zinc coating. Barbed wire arms are available as various types. Tension Wire: Tension wire per ASTM A817 Specification for Metallic-Coated Steel Wire for Chain- Link Fence Fabric and Marcelled Tension Wire, shall be 7 gauge (0.177 + 0.005 in. (4.50 + 0.13 mm) is either zinc or aluminum coated: Type I - Aluminum-coated (aluminized), minimum average coating weight 0.40oz/ ft2 (122 g/m2). Type II - Zinc-coated (galvanized), Class 4, minimum average coating weight 1.2oz/ ft2 (366 g/m2). Minimum breaking strength is 1,950 lbf [8,670 N]. COLOR COATING OF FITTINGS: Fittings may be color coated with a polymer to match the fabric, when so specified. Standard colors are as contained in ASTM F934. Painted fittings are not acceptable. The exterior surface of the fittings shall be polymer coated with a minimum 0.006-in (0.152-mm), maximum 0.015-in (0.381- mm) thickness when so specified. Ferrous fittings shall be hot-dip galvanized prior to application of color coating. Merchants Metals Spec TechRevised: April 2021 Technical Sales Department: Email: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com DOME POST CAP LOOP CAP PRESSED STEEL BARB ARM BASE CAST STEEL RAIL END - OFFSET ALUMINUM RAIL END - OFFSET PRESSED STEEL END RAIL - COMBINATION MALLEABLE TENSION BAND PLAIN 180O BRACE BAND BRACE BAND PLAIN LINE CLAMP PRESSED STEEL RAIL SLEEVE BARB ARM (3 WIRE) PRESSED STEEL BARB ARM (6 WIRE) PRESSED STEEL CORNER ARM - CAST (6 WIRE) CORNER ARM - MALLEABLE (3 WIRE) BARB ARM EXTENSION (3 WIRE) TENSION BAR TRUSS ROD AND TIGHTENER WIRE TIE HOG RING TENSION WIRE A B C D E F G H I J K L M N O P Q R T Representative Illustrations of Common Chain Link Fence Fittings (not to scale) 5. AVAILABILITY AND COST Availability: Chain link fittings are available for shipment throughout the United States and worldwide. Cost: Costs may vary with specific project requirements. Costs may be obtained through all Merchants Metals Service Centers. 6. MAINTENANCE Periodic inspection is recommended but no routine maintenance is required. 7. TECHNICAL SERVICES Specifications, drawings, and other technical services are available through the Merchants Metals Technical Sales Department or your local Merchants Metals Service Center. Technical Sales: Email: Tech-Info@merchantsmetals.com Website: www.merchantsmetals.com Fence Fittings ASTM F626, Federal specification RR-F-191/4F, AASHTO M-181 Basalite Concrete Description: Uses: Packaging: Basalite Concrete is a ASTM C 387 Pre Blended Packaged Concrete. All Basalite Concrete is designed to provide enhanced workability and is suitable for all new construction and concrete repair applications. Basalite Concrete is recommended for the construction or repair of foundations, floors, retaining walls, sidewalks, patio slabs, driveways, setting posts and wherever concrete is desired in more than 2 inch thick applications. Basalite Concrete is available in 40 lb, 60 lb, 80lb, and 90 lb bags. Please inquire for custom packaging needs. Basalite Concrete is manufactured with ASTM C 150 Type I-II Portland Cement, ASTM C 989 Slag Cement and ASTM C 33 "Normal Weight" aggregates Technical Data: C 387 Req.Actual Slump 2-3 Inches 3 Inches 7 Day Strength 2,500 psi 2,930 psi 28 Day Strength 3,500 psi 4,870 psi Unit Weight N/A 146.0 PCF Air Content N/A 2.4% 40 lb Bag 60 lb Bag 90 lb Bag Water Addition .37-.42 Gal .55-.63 Gal .82-.93 Gal (Recommended Per Bag) Yield .30 Cu Ft. .44 Cu Ft. .66 Cu Ft The data listed below is a representation of typical values achieved under controlled laboratory conditions when tested according to ASTM C 387. Actual results obtained in the field may vary. 3299 International Place DuPont, WA (253) 964-5000 Fax (253) 964-5005 01/11 Mixing Tips: Use only clean, potable water for mixing LEED Information: Regional Materials Recycled Material (By Weight)(By Weight) 89 4%36% Follow the appropriate guidelines for concrete finishing and concrete construction established by the International Building Code and the American Concrete Institute. Use only enough water to achieve a workable consistency that is easily placed and finished. Over watering a concrete mix will severely decrease the compressive strength and negatively impact the finishing characteristics of the mix. Not intended for use in temperatures less than 40 degrees or greater than 90 degrees. Special considerations should be made for "hot" or "cold" weather construction. Provided the jobsite is within 500 miles of Dupont Washington, a portion of Basalite Concrete will qualify for LEED Credit 5.1 and 5.2 for regional materials. Slag Cement is classified by the USGBC (United States Green Building Council) as a pre-consumer recycled material and will help qualify for LEED Credit 4.1, and 4.2. 89.4%3.6% Safety Precautions:Basalite Concrete contains Portland Cement. Normal safety wear used to handle conventional cement-based products such as rubber gloves, dust mask and safety glasses should be worn. Material Safety Data Sheets are available upon request. 3299 International Place DuPont, WA (253) 964-5000 Fax (253) 964-5005 01/11 Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Backfill Material Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Backfill Material Submittal Type: Pre-Construction Date: February 19, 2026 1. PURPOSE This submittal is provided for review and approval of proposed backfill materials to be utilized in accordance with the Contract Documents. 2. PROPOSED MATERIALS Newton Construction & Management (NCM) proposes to utilize the following materials in accordance with the referenced details: Screened Fill Sand Screened Fill Sand will be utilized for: • The 2-inch bedding layer • Initial backfill material in accordance with Detail 5 on Sheet 5. Class II Aggregate Base Class II Aggregate Base will be utilized: • Where specified in Detail 5 on Sheet 5 • As the compacted base material for the Power Block Foundation in accordance with Section Detail 2 on Sheet 5 3. COMPLIANCE The proposed materials will be furnished and installed in accordance with the Contract Documents, applicable specifications, and referenced details. Materials will be placed and compacted as required to meet project requirements. 4. ATTACHMENTS • Material Data Sheet for Screened Fill Sand • Material Data Sheet for Class II Aggregate Base CONTRACTOR CERTIFICATION Newton Construction & Management certifies that the materials identified in this submittal conform to the Contract requirements and are proposed for use in the locations noted above. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager February 18, 2026 P.O. Box 1280 • Santa Maria, CA 93456 Telephone: (805) 345-3400 • Fax: (805) 345-3477 www.calportland.com Expect More… We Deliver! Newton Construction Battery Electric Bus Charging Infrastructure City of San Luis Obispo, CA MANUFACTURER'S CERTIFICATION GAREY AGGREGATE PLANT SCREENED FILL SAND The Garey Screened Fill Sand supplied by CalPortland Co. is produced at the Garey Plant, Santa Maria, California, SMARA No. 91-42-0014. It is not manufactured to any specific specification but is characteristic of Soil Type SP as described in ASTM D 2487. The Sand Equivalent of the Screened Fill Sand is generally greater than 50. The typical physical properties of the aggregate are as follows. Gradation: Cumulative Percent Passing Garey Sieve Size Fill Sand 1" (25.0 mm) 100 1/2" (12.5 mm) 99 3/8" (9.50 mm) 99 #4 (4.75 mm) 88 #8 (2.36 mm) 74 #16 (1.18 mm) 66 #30 (600 µm) 45 #50 (300 µm) 22 #100 (150 µm) 9 #200 (75 µm) 5.7 Sand Equivalent CT 217 68 CalPortland Co. Danika Nyback Quality Control Manager February 18, 2026 P.O. Box 1280 • Santa Maria, CA 93456 Telephone: (805) 345-3400 • Fax: (805) 345-3477 www.calportland.com Expect More… We Deliver! Newton Construction Battery Electric Bus Charging Infrastructure City of San Luis Obispo, CA MANUFACTURER'S CERTIFICATION ROCKY CANYON AGGREGATE PLANT 3/4" CLASS 2 AGGREGATE BASE The Rocky Canyon 3/4" Class 2 Aggregate Base produced by CalPortland Co. conforms to the requirements of Caltrans Standard Specifications, Section 26. This aggregate is produced at the Rocky Canyon Plant, Atascadero, California, SMARA No. 91-40-0013. The typical physical properties of the aggregate are summarized below and represent material that was sampled during routine quality control testing. Gradation: Cumulative Percent Passing Caltrans Rocky Canyon Specifications Sieve Size ¾" Class 2 AB Section 26 1" (25.0 mm) 100 100 3/4" (19.0 mm) 94 90 - 100 #4 (4.75 mm) 52 35 - 60 #30 (600 m) 16 10 - 30 #200 (75 m) 5 2 - 9 R-Value 82 78 Minimum Durability Index 70 35 Minimum Sand Equivalent 56 25 Minimum CalPortland Co. Danika Nyback Quality Control Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization 01/29/2026 Bollards BrettMcMickle Architect Owner / Client Battery Electric Bus Charging Infrastructure Submittal has been reviewed in accordance with Contract Documents no exceptions taken make corrections noted revise and resubmit rejected for information only City of San Luis Obispo Public Works Department date by Bobby Browning Engineer III X 1/28/2026 Post Guard Product is approved. See next page for more details. Place (3) 2” yellow reflective tape on new bollard 1” from the curved top and 1” spacing for each. 10'-1 1/4"2'-4 3/4"2'-4 3/4"1" 1" 1" Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Bollards Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Bollards Submittal Type: Pre-Construction Date: January 29, 2026 SUBMITTAL REQUIREMENTS Per Sheet 2 – Construction Keynote 11 1. Purpose This submittal is provided to request approval of an equal substitute removable bollard in accordance with General Note C on City of San Luis Obispo Standard Detail 7335. 2. Product Specification Manufacturer: Reliance Foundry or approved equal Model: R-8902 Removable Bollard for approved equal Reference: City of San Luis Obispo Standard Detail 7335 3. Basis for Submission on Equal Product Newton Construction & Management (NCM) is requesting approval of an equal product due to the following conditions associated with the Reliance Foundry R-8902 bollard: - Estimated lead time of approximately 6 weeks from order date to delivery - Unforeseen tariff surcharge of 85%, significantly impacting material cost These conditions were not reasonably foreseeable at the time of bid and present schedule and cost impacts to the Project. 4. Proposed Equal Product Manufacturer: Post Guard Product: 4” × 36” Removable Bollard – Stainless Steel The proposed Post Guard bollard has an estimated 2-week lead time and is not subject to an added tariff surcharge. 5. Comparative Evaluation The proposed Post Guard bollard meets or exceeds the functional and dimensional requirements of the specified product: - Height: 36” above grade, 12” below grade (equal) - Diameter: 4-1/2” (Post Guard) vs. 4-3/8” (Reliance Foundry) – Post Guard exceeds - Wall Thickness: Schedule 40 – 6/25” (Post Guard) vs. 1/8” (Reliance Foundry) – Post Guard exceeds - Configuration: Removable bollard with receiver and lid (equal) - Finish: Stainless steel (Equal) 5. Compliance Statement The proposed Post Guard removable bollard is an equal product that complies with the intent of City of San Luis Obispo Standard Detail 7335 and General Note C, while mitigating schedule delay and unforeseen tariff-related cost impacts. Contractor Certification Newton Construction & Management certifies that the proposed product is equal or exceeds in quality, performance, and function to the Reliance Foundry and is submitted for review and approval. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager EXTERIOR PADLOCK FEATURES AND BENEFITS Knox exterior padlocks utilize the same master key used with the Knox Rapid Access System. The exterior, heavy-duty Knox Padlocks (Models #3781, 3782, 3783) are built with a stainless-steel shackle designed for securing storage areas, temporary construction sites, gated communities, etc. The shrouded all-weather padlock (Model #3784) provides additional security against pry and cut attacks. The lock cylinder is UL 437 listed which demonstrates it has met the rigorous standard. Performance is tested with a battery of endurance and attack tests. FEATURES • All-weather rust-free stainless-steel Grade 6 shackle • Weather resistant body with durable weather cover includes: cylinder protection, sealed shackle holes, and drainage system • Available in 4”, 3” and 2” shackle lengths • Attack resistant • Key retaining (when open) • Precision pin cylinder • High-security shroud version available (for all Knox lock cores) • Authorized agency identification labels available: Fire (red); EMS (white); Police (blue); Sheriff (gold); Security (white) BENEFITS • New Shackle lengths support additional applications • Improved attack resistance provides longer service life • Key retention prevents dropped/lost keys • Utilizes the Knox master key solution INTERIOR PADLOCK FEATURES AND BENEFITS Knox interior padlocks utilize the same master key used with the Knox Rapid Access System. The interior Knox Padlock (Models 3771 and 3774) are designed to secure fire sprinkler control systems, hazardous chemical supplies, restricted utility areas, equipment lockers, and cases. The lock cylinder is UL Listed which demonstrates it has met the rigorous standard. Performance is tested with a battery of endurance and attack tests. FEATURES • Stainless steel shackle; 5/16” diameter available in 2-3/8” and 1-1/8” shackle options • Heavy-duty lock design and solid brass body resists pull attacks • Precision pin cylinder • Key retaining (when open) • Authorized agency identification labels available: Fire (red); EMS (white); Police (blue); Sheriff (gold); Security (white) BENEFITS • Two shackle lengths support additional applications • Key retention prevents dropped/lost keys • Utilizes Knox master key solution EXTERIOR USE Model #3781 EXTERIOR USE Model #3782 EXTERIOR USE Model #3784 EXTERIOR USE Model #3783 INTERIOR USE Model #3771 INTERIOR USE Model #3774 KNOX PADLOCKS® MKT-KBSPEC-0028-F 1601 W. DEER VALLEY ROAD, PHOENIX, AZ 85027 | T. 800-566-9269 | INFO@KNOXBOX.COM | KNOXBOX.COM © Knox Company. All rights reserved. MODEL #3781 3782 3783 3784 3771 3774 WHERE USED Gates with wide hasps Most standard applications and hasps Hasps with limited space or clearance Areas prone to attack or vandalism Interior applications: restricted areas, supply cabinets, lockers Interior applications: hasps with limited space or clearance TOTAL HEIGHT 7”5-1/2”4-3/8”4-3/8”4-15/16”3-11/16” SHACKLE LENGTH 3-7/8”2-3/8”1-1/4”1-1/8”2-3/8”1-1/8” SHACKLE DIAMETER 7/16”5/16” BODY DIMENSIONS 2-1/2” W x 1-3/8” D 2-1/16” W x 1-16” D MATERIAL Solid brass lock body and cylinder with all-weather plastic cover and stainless steel ASTM Grade 6 shackle Solid brass lock brass body and cylinder with stainless steel shackle PADLOCK Heavy-duty UL Listed cylinder LOCK Double-action rotating tumblers and hardened steel pins accessed by a biased cut key. PADLOCK TYPE: IF YOU HAVE KNOX PADLOCK MODEL:USE PADLOCK MODEL: MEDIUM SHACKLE 3770 3771 3782 – 2-3/8” shackle or 3781 – 3-7/8” shackle *Ensure hasp can accommodate thicker shackle when replacing 3771, which has a 5/16” shackle ALL WEATHER SHROUDED 3772 3784 - 1-1/8” shackle SHORT SHACKLE 3774 3783 – 1-1/4” shackle *Ensure hasp can accommodate thicker shackle when replacing 3774, which has a 5/16” shackle MODEL # CROSS REFERENCE TABLE The table below provides the recommended replacement model with new shackle options for your existing Knox padlock. The 3784 offers the highest security. Protected shackle, greatly reduces shackle attack, deters unauthorized entry. 1-1/4” H 2-3/8” H 3-7/8” H 1-3/8” D 2-1/2” W 2-1/16” W 1-1/16” D 1-1/8” H 2-3/8” H ABOUT THE KNOX COMPANY Since 1975, the Knox Company has successfully developed innovative rapid access solutions for first responders with products that provide fast, safe, and secure entry into commercial, industrial, and residential properties, while minimizing damage and maximizing safety. Today, more than 15,000 fire, EMS, and law enforcement departments/agencies depend on Knox products to gain access into over one million buildings/properties. KNOX PADLOCKS® MKT-KBSPEC-0028-F 1601 W. DEER VALLEY ROAD, PHOENIX, AZ 85027 | T. 800-566-9269 | INFO@KNOXBOX.COM | KNOXBOX.COM © Knox Company. All rights reserved. POST GUARD® Encore Commercial Products, Inc. 37525 Interchange Dr., Farmington Hills, MI 48335 Toll Free 1-866-737-8900 Fax 248-354-4095 www.postguard.com Specifica�ons: 4”x36” Stainless Steel Removable Embedment sleeve is made of stainless steel Core drilled base Title: 4” Stainless steel Removable Bollard Recommended Use: Date: 7/20/23 Size: 4”x36” Removable Page: 1 of 1 Drawing Number: RMB436SS Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. Caltrans Equipment Rental Rates Equipment Used to Complete Work Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Caltrans Equipment Rental Rates Equipment Used to Complete Work Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided to identify the basis for equipment rental rates and labor surcharges to be used for Equipment utilized in the completion of the Work, including Extra Work, Force Account work, and Time-and-Material (T&M) work. 2. RATE BASIS Newton Construction & Management will utilize the Caltrans Labor Surcharge and Equipment Rental Rates for equipment used to complete the Work. The applicable rate publication is identified below: • Caltrans Labor Surcharge and Equipment Rental Rates Effective Period: April 1, 2025 through March 31, 2026 3. CONTRACTOR CERTIFICATION The undersigned certifies that the equipment rental rates and labor surcharges referenced herein will be applied consistently and in accordance with the identified Caltrans rate publication, unless revised by written agreement. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Cast-In-Place Concrete Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Cast-In-Place Concrete Submittal Type: Pre-Construction Date: February 2, 2026 SUBMITTAL REQUIREMENTS - Per Sheet 3 - Submittals – Cast-In-Place Concrete 1. Mix Design and Test Data Concrete mix design and supporting test data are provided from SBS. The submitted mix design complies with the requirements of the Contract Documents. 2. Product Data and Safety Data Sheets Product data and Safety Data Sheets (SDS/MSDS) are submitted for all proposed concrete admixtures and curing compounds to be used for this Project. 3. Construction and Control Joint Locations Not applicable. NCM is not proposing any construction or control joints. 4. Curing Method Concrete curing shall be performed using 1100 Concrete Curing Compound by W. R. Meadows. The curing compound shall be applied in accordance with the manufacturer’s written instructions. Contractor Certification The undersigned certifies that the materials and methods described herein comply with the Contract Documents and applicable standards. Submitted By: Newton Construction & Management Brett McMickle Brett McMickle, Project Manager Project: Date Issued:1/21/2026 Battery Electric Bus Charging Infrastructure NEWTON CONSTRUCTION & MANAGEMENT INCContractor: Submittal No.QC 131 To Whom It May Concern: Mix Code Number Description Intended Use We are submitting these mixes in accordance with ACI 318 per Governing Building Code IBC 2024, proportioning on the basis of field experience and/or the trial mixture method: 40.45L 6.5 SK 1"/PG MRWR 3P AS NEEDED When placing orders for this project, please order by product mix code number. SBS warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated in accordance with ACI-318, ACI-301, and ASTM C-94, latest revision. The measured slump, and the concrete must be tested in strict accordance with the provisions of ASTM standards C-172, C-143, C-31, C-39, C-617, C-231, C-173, C-138, C-1019, C-78, C-567, C-1064, latest revisions. All samples and testing of samples for acceptance shall be conducted at the point of discharge from the concrete delivery truck. Should the Purchaser choose not to purchase temperature control measures, the Purchaser shall assume all liability for rejected concrete due to non-compliant concrete temperatures. Responsibility for concrete when others supply mix designs will be the sole responsibility of those parties supplying the mix design. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. The contents of this packet, with particular consideration in regard to the mix designs themselves, are considered proprietary in nature and are to be treated as confidential. This information is being submitted for approval for use on this project. Please provide SBS an approved copy or a copy with the notes for correction of this submittal, when available. Concrete will be delivered to the nearest accessible point over passable roads; customer assumes responsibility for all damages to city, state, and personal property , including concrete mixer truck if customer instructs concrete mixer truck to drive beyond curb lines. Customer should provide concrete mixer truck with wash down area. All admixtures are subject to change with other admixtures of equal quality, properties, and characteristics. Thank you for your business and cooperation in this matter. Otis Loftis Sales and QC Manager otis@sbs-cas.com (831) 902-0320 Mason Otta Ready Mix & Aggregate Sales mason@sbs-cas.com (831) 207-5226 Page1 1/21/2026 Contractor:NEWTON CONSTRUCTION & MANAGEMENT INC Date: Project: Battery Electric Bus Charging Infrastructure Location: Design PSI: Mix Design ID Plant:Paso Robles San Luis Obispo 40.45L Concrete Submittal QC 131 W/cm ratio: Sand/Total Agg: Designed Unit Weight: Designed Slump Range: Designed Air Range: Placement Method: 0.45 148.5 4" +/- 1" AS NEEDED 0.50 4000 1060 Nash Road Hollister, CA 95023 2.0% ± 1.0% SBS may need to utilize a backup Ready-Mix facility during concrete production Mix Code must be used when ordering concrete. Mix Code 40.45L Material Type (lb)ASTM Material WeightSG Volume Type II-V 3.15Cement 6113.11 ft³ # 57 2.73Coarse Aggregate 1,1006.45 ft³ # 8 2.72Coarse Aggregate 4502.65 ft³ Manufactured Sand 2.56Fine Aggregate 1,5729.84 ft³ Type A Water Reducer 1.00Admixture oz/cy24.00.03 ft³ Mid Range Water Reducer 1.00Admixture oz/cy50.00.05 ft³ City 1.00Water gal/cy4.41 ft³ 33.0 TOTAL 3,733 This mix is designed in accordance with the specifications of ACI 318, 301 or 211. It will be batched in accordance with ASTM C94. All ingredients conform to ASTM C33, C150, C260, C494, C618, & C989. The ultimate compressive strength test results representing concrete produced utilizing this mixture design will meet or exceed design criteria when batch, handled, sampled, cured, transported and tested in accordance with applicable ASTM standard procedures This mix design has been prepared based upon job requirements communicated by our customer. Unless specfically provided in the mix design, the concrete has not been designed for use in special conditions, including high sulfate soils, or corrosive environments or for applications requiring the concrete to serve as a water or vapor barrier. If the specfications or site conditions require special strengths, cement types, water/cement ratios, admixtures or other special characteristics of the concrete mix, please contact your SBS representative. Admix dosages may be adjusted by QC Operations based on performance, properties, placement, application, transit times, air content, slump, etc. All raw materials are subject to change based on availability and overall performance properties, if this occurs customers on soec work will be notified, please consult your sales representative for further details. Notes Mason Otta Ready Mix & Aggregate Sales mason@sbs-cas.com (831) 207-5226 Otis Loftis Sales and QC Manager otis@sbs-cas.com (831) 902-0320 Page2 32340 SILLIMAN RD. SOLEDAD CA. 93960 1.877.789.MUDD HISTORICAL SUPPORTIVE DATA FOR MIX: 40.45L SAMPLE RANGE: 12/2024 – 12/2025 TEST # 7 DAY 28 DAY 1 3352 4375 2 3248 4198 3 3447 4532 4 3398 4631 5 3386 4471 6 3189 4294 7 3277 4310 8 3254 4265 9 3213 4508 10 3439 4447 11 3340 4369 12 3477 4502 13 3442 4445 14 3264 4319 15 3286 4424 16 3547 4601 17 3608 4537 18 3284 4304 19 3311 4489 20 3274 4340 21 3287 4405 22 3252 4258 23 3357 4375 24 3514 4529 25 3778 4614 26 3210 4235 27 3338 4510 28 3423 4388 29 3324 4476 30 3296 4295 Hidden Canyon Quarry 38755 Metz Road Soledad, CA 93960 1. 877. 789. MUDD - - - - 100 95 100 - - 1-1/2 inch 1 inch 1/2 inch 3/8 inch No. 4 No. 8 San Benito Supply in house lab data. Please do not rely on this as historical data for engineering purposes. Testing may not comply with ASTM standards. 1000.00.00.0 Specific Gravity APP, ASTM C128 2.75 Durability Index , CTM 229 Absorption , ASTM C128 0.82% Specific Gravity OD, ASTM C128 2.69 FM Fineness Modulus , ASTM C125 Specific Gravity SSD, ASTM C128 2.68 Sand Equivalent , CTM 217 Pan 99.0 1.9 100.0 5 10 32.0 0.6 98.1 2 0 294.0 5.7 97.5 3 0 60 1529.0 29.7 91.7 8 2686.0 52.2 62.0 38 25 3/4 inch 478.0 9.3 9.8 90 24.0 0.5 0.5 100 Sieve Size Individual Weight Retained Indiv % Retained Cuml % Retained Percent Passing Specification Range Dry Weight 5142.0 Post-Wash Weight Moisture Content 2.88% Total Sieve 5142 Standards ASTM D75, C702, C33 Tested By NF Wet Weight 5290.0 Pre-Wash Weight SMARA# 91-27-0029 Sampled By NF Laboratory # Test Date 8/20/2025 Client Test # Source HCQ Stockpile Sampled Date 8/20/2025 Sieve Analysis of Coarse Aggregate PER: ASTM C136 Project Name Material Tested 1" x #4 QC-CS Rev. 2020.2 Hidden Canyon Quarry 38755 Metz Road Soledad, CA 93960 1. 877. 789. MUDD - - - - 10085 100 - 100 Absorption , ASTM C128 0.94% San Benito Supply in house lab data. Please do not rely on this as historical data for engineering purposes. Testing may not comply with ASTM standards. Specific Gravity SSD, ASTM C128 2.67 Sand Equivalent , CTM 217 Specific Gravity APP, ASTM C128 2.72 Durability Index , CTM 229 Specific Gravity OD, ASTM C128 2.64 FM Fineness Modulus , ASTM C125 Pan 31.0 1.2 100.0 No. 30 36.0 1.4 98.8 1 No. 16 52.0 2.0 97.4 3 0 5 No. 8 307.0 12.0 95.4 5 No. 4 1889.0 73.7 83.4 17 10 30 3/8 inch 247.0 9.6 9.6 90 1/2 inch 0.0 0.0 0.0 100 3/4 inch 0.0 0.0 0.0 100 - Sieve Size Individual Weight Retained Indiv % Retained Cuml % Retained Percent Passing Specification Range Dry Weight 2562.0 Post-Wash Weight Moisture Content 3.83% Total Sieve 2562 Standards ASTM D75, C702, C33 Tested By NF Wet Weight 2660.0 Pre-Wash Weight SMARA# 91-27-0029 Sampled By NF Laboratory # Test Date 8/20/2025 Client Test # Source HCQ Stockpile Sampled Date 8/20/2025 Sieve Analysis of Coarse Aggregate PER: ASTM C136 Project Name Material Tested 3/8" Pea Gravel QC-CS Rev. 2020.2 Hidden Canyon Quarry 38755 Metz Road Soledad, CA 93960 1. 877. 789. MUDD - - - - - - - - - Material Tested Concrete Sand Client Test # Source HCQ Stockpile Sampled Date 8/20/2025 SMARA# 91-27-0029 Sampled By NF Laboratory # Test Date 8/20/2025 Standards ASTM D75, C702, C33 Tested By NF Individual Weight Retained Cuml % Retained Wet Weight 1210.0 Pre-Wash Weight Dry Weight 1127.0 Post-Wash Weight 3/8 inch 100 No. 4 0.0 1.3 Moisture Content 7.36% Total Sieve 1127 Sieve Size No. 30 No. 50 20.1227.0 No. 8 No. 16 12.4 16.4 Pan 314.0 185.0 51.0 10.0 27.9 No. 100 No. 200 16.4 Specific Gravity OD, ASTM C128 2.60 FM Fineness Modulus , ASTM C125 2.68 Specific Gravity SSD, ASTM C128 2.61 Sand Equivalent , CTM 217 San Benito Supply in house lab data. Please do not rely on this as historical data for engineering purposes. Testing may not comply with ASTM standards. Specific Gravity APP, ASTM C128 2.66 Durability Index , CTM 229 Absorption , ASTM C128 1.40% Wash Loss #200, ASTM C117 Percent Passing 100 Indiv % Retained Sieve Analysis of Fine Aggregates PER: ASTM C136 Project Name 1/2 inch 0.0 Specification Range 0.0 0.0 15.0 140.0 185.0 0.9 4.5 78.2 100 99 86 70 50 22 0.0 0.0 1.3 13.8 30.2 50.3 94.6 99.1 100.0 5 1 102 50 85 60 3010 25 95 100 80 100 QC-CS Rev. 2020.2 page 1 of 3 Features True mid-range water reduction (5-15%) and excellent performance across a wide slump range, especially the difficult slump range of 5-8 in. (125-200 mm) Superior workability, pumpability and finishability qualities even in concrete mixtures containing low amounts of cementitious materials Superior finishing characteristics for residential/commercial flatwork and formed surfaces Benefits Significantly reduced placement and finishing time resulting in lower in-place concrete costs Higher strength at all ages Enhanced concrete durability Increased service life of concrete structures Performance Characteristics Mixture Data: 500 lb/yd3 (295 kg/m3) of Type I cement; slump 6-7 in. (150-180 mm); 5-6% air; concrete temperature 70 °F (21 °C); ambient temperature, 70 °F (21 °C). Setting Time Performance1 Initial Set Difference Mixture (h:min) (h:min) Reference 6:01 — MasterPolyheed 997 admixture @ 5 fl oz/cwt (325 mL/100 kg) 6:22 +0:21 10 fl oz/cwt (650 mL/100 kg) 6:57 +0:56 15 fl oz/cwt (980 mL/100 kg) 7:31 +1:30 Description MasterPolyheed 997 admixture is a patented multi-component, mid- range water-reducing admixture. MasterPolyheed 997 admixture meets ASTM C 494/C 494M requirements for Type A, water-reducing, and Type F, high-range water- reducing, admixtures. Applications Recommended for use in: All concrete applications where superior workability, pumpability and finishability qualities are desired, in particular, flatwork, pumped concrete and pervious concrete Concrete containing manufactured sand and harsh concrete mixtures MasterPolyheed® 997 Mid-Range Water-Reducing Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete page 1 of 3 A brand of MasterPolyheed 997 Compressive Strength, psi (MPa) Mixture 7-Day 28-Day Plain 2360 (16.3) 3320 (22.9) MasterPolyheed 997 admixture @ 5 fl oz/cwt (325 mL/100 kg) 3060 (21.1) 3930 (27.1) 10 fl oz/cwt (650 mL/100 kg) 3740 (25.8) 4610 (31.8) 15 fl oz/cwt (980 mL/100 kg) 4620 (31.9) 5460 (37.7) 1Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete making materials and jobsite conditions. Guidelines for Use Dosage: MasterPolyheed 997 admixture has a recommended dosage range of 3-15 fl oz /cwt (195-980 mL/100 kg) of cementitious material for most concrete mixes. As the dosage of MasterPolyheed 997 admixture increases to 15 fl oz/cwt (980 mL/100 kg) of cementitious materials, normal concrete setting characteristics are maintained and early and ultimate compressive strengths increase. Master Builders Solutions does not recommend the use of dosages outside the recommended range without trial testing. Consult your local sales representative for assistance in determining the dosage for optimum performance. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterPolyheed 997 admixture will neither initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. MasterPolyheed 997 admixture does not contain intentionally added calcium chloride or other chloride-based ingredients. Compatibility: MasterPolyheed 997 admixture may be used in combination with any Master Builders Solutions admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MasterPolyheed 997 admixture should be stored between 35 and 105 °F (2 and 41 °C). If MasterPolyheed 997 admixture freezes, thaw at 40 °F (5 °C) or above and completely reconstitute using mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPolyheed 997 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPolyheed 997 admixture has been exceeded. Packaging MasterPolyheed 997 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPolyheed 997 admixture Additional Information For additional information on MasterPolyheed 997 admixture or its use in developing concrete mixtures with special performance characteristics, contact your local sales representative. Master Builders Solutions, a brand of MBCC Group, is a global leader of innovative chemistry systems and formulations for construction, maintenance, repair and restoration of structures. The Admixture Systems business provides advanced products, solutions and expertise that improve durability, water resistance, energy efficiency, safety, sustainability and aesthetics of concrete structures, above and below ground, helping customers to achieve reduced operating costs, improved efficiency and enhanced finished products. Utilizing worldwide resources, the Master Builders Solutions community of experts are passionate about providing solutions to challenges within all stages of construction, as well as the life cycle of a structure. At Master Builders Solutions we create sustainable solutions for construction around the globe. Technical Data Sheet Master Builders Solutions www.master-builders-solutions.com/en-us page 2 of 3 MasterPolyheed 997 Limited Warranty Notice Master Builders Solutions warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of Master Builders Solutions. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on Master Builders Solutions’ present knowledge and experience. However, Master Builders Solutions assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. Master Builders Solutions reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. Technical Data Sheet © MBCC Group 10/20 DAT-0060 ® registered trademark of a MBCC Group member in many countries of the world Master Builders Solutions www.master-builders-solutions.com/en-us Master Builders Solutions US LLC 23700 Chagrin Boulevard Cleveland, Ohio 44122-5544 USA 800-628-9990 Master Builders Solutions Canada, Inc. 1800 Clark Boulevard Brampton, Ontario L6T 4M7 CANADA 289-360-1300 page 3 of 3 page 1 of 3 Features Reduced water content required for a given workability Normal setting characteristics Benefits Improved workability Reduced segregation Superior finishing characteristics for flatwork and cast surfaces Increased compressive and flexural strengths Performance Characteristics Mix Data: 400 lb/yd3 (237 kg/m3) of Type I cement; slump 5 inches (125 mm); non-air-entrained concrete; concrete temperature 76 °F (24 °C); ambient temperature 74 °F (23 °C). Setting Time Mix Design Initial Set (h:min) Difference (h:min) Plain Concrete 5:20 REF MasterPozzolith 322 admixture @ 3 fl oz/cwt (195 mL/100 kg) 5:15 -0:05 5 fl oz/cwt (325 mL/100 kg) 5:40 +0:20 7 fl oz/cwt (460 mL/100 kg) 6:20 +1:00 Compressive Strength 7 Days 28 Days Mix Design psi MPa % psi MPa % Plain Concrete 2150 14.8 100 3070 21.2 100 MasterPozzolith 322 admixture @ 3 fl oz/cwt (195 mL/100 kg) 2820 19.4 131 3970 27.4 129 5 fl oz/cwt (325 mL/100 kg) 3160 21.8 147 4100 28.3 134 7 fl oz/cwt (460 mL/100 kg) 3190 22.0 148 4390 30.3 143 Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete-making materials and jobsite conditions. Description MasterPozzolith 322 ready-to- use, liquid admixture is used for making more uniform and predictable quality concrete. It meets ASTM C 494/C 494M requirements for Type A, water-reducing, Type B, retarding, and Type D, retarding and water- reducing, admixtures. Applications Recommended for use in: Prestressed concrete Precast concrete Reinforced concrete Shotcrete Lightweight concrete Pumped concrete 4x4™ Concrete Pervious concrete Self-consolidating concrete (SCC) MasterPozzolith® 322 Water-Reducing Admixture 3 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete MasterPozzolith 322 Technical Data Sheet www.master-builders-solutions.com/en-us page 2 of 3 Setting time of concrete is influenced by the chemical and physical composition of the basic ingredients of the concrete, the temperature of the concrete and the climactic conditions. Trial mixes should be made with job site materials to determine the dosage required for specified setting time and a given strength requirement. Guidelines for Use Dosage: MasterPozzolith 322 admixture is recommended for use within a range of 3-7 fl oz/cwt (195-460 mL/100 kg) of cement for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterPozzolith 322 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally-added calcium chloride or other chloride-based ingredients. Compatibility: MasterPozzolith 322 admixture may be used in combination with any Master Builders Solutions admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mixture. Storage and Handling Storage Temperature: MasterPozzolith 322 admixture should be stored above freezing temperatures. If MasterPozzolith 322 admixture freezes, thaw at temperatures above 35 °F (2 °C) and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPozzolith 322 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPozzolith 322 admixture has been exceeded. Packaging MasterPozzolith 322 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Safety Data Sheets: MasterPozzolith 322 admixture MasterPozzolith 322 Technical Data Sheet © Master Builders Solutions 07/23 DAT-0052 ® registered trademark of Master Builders Solutions in many countries of the world www.master-builders-solutions.com/en-us Master Builders Solutions Admixtures US, LLC 23700 Chagrin Boulevard Beachwood, Ohio, 44122-5544 USA 800-628-9990 Master Builders Solutions Canada, Inc. 1800 Clark Boulevard Brampton, Ontario L6T 4M7 CANADA 289-360-1300 page 3 of 3 Additional Information For additional information on MasterPozzolith 322 admixture, contact your local sales representative. Master Builders Solutions creates technologies for the construction industry inspiring people to build better. We are active in ~40 countries and operate 35 production sites with over 1,600 employees. We develop, produce, and market high-quality chemical admixtures, as well as adjacent core technologies, to master the challenges of today and support a decarbonized future. Our people are pivotal and pair leading technologies and a strong brand heritage to surpass our customers’ expectations and drive continuous value creation. Limited Warranty Notice Master Builders Solutions Admixtures US, LLC (“Master Builders Solutions”) warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of Master Builders Solutions. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on Master Builders Solutions' present knowledge and experience. However, Master Builders Solutions assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. Master Builders Solutions reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. LEBEC Plant ASTM Actual (C114)TYPE II TYPE V TYPE II TYPE V Analysis SiO2 NA NA 22.4 %Air content of mortar 12 max 12 max 7 Al2O3 6.0 max NR 4.3 %(%volume) (C185) Fe2O3 6.0 max NR 3.9 %Blaine, Sq.cm/gm (C204)2600 min 2600 min 4323 CaO NA NR 63.5 %Fineness (M-325) (C430)98.8 MgO 6.0 max 6.0 max 1.4 %*Autoclave Max. Exp. 0.50 % (Caltrans Std Spec)--0.002 SO3 3.0 max 2.3 max 3.1 % *False Set, % (C451)50 min 86 Loss 3.5 max 3.5 max 3.6 %Time of Setting: Insoluble 1.5 max 1.5 max 0.9 %Vicat, Initial minutes (C191)45 min 45 min 157 *Eq.Alkalies Max.0.60%--0.6 %Vicat, Final minutes (C191)375 max 375 max 253 Free Lime (C-114)NR NR 1.1 %Gilmore, Initial (C266)60 min 60 min 172 Gilmore, Final (C266)600 max 600 max 262 C-1038 Mortar bar exp.(%)0.020 max 0.005 C3S NR NR 36.4 %Compressive Strength: C2S NR NR 36.4 %(C109/C109M) C3A 8 max 5 max 4.8 %1 day (Psi)NR NR 2480 C4AF NR NR 11.7 % 2C3A+C4AF NR 25 max 21.4 %3 days (Psi)1450 min 1160 min 3960 %CO2 NA NA 2.6 %7 days (Psi)2470 min 2180 min 4800 % Limestone 5.0 Max 5.0 Max 4.5 % %CaCO3 in LS 70%min 70%min 98.1 %28 days (Psi)NR 3050 min 6150 ** Test result for this production period not available.Most recent test result provided. ASTM & AASHTO:ASTM C150/150M-24. and AASHTO M85 Types II & V Modified, (low Alkalie) California:Section 201-1.2.1(a) 1) Latest Edition of Standard Specifications for Public Works Construction. * Caltrans:Section 90-1.02B(2) of Standard Specifications, Type -II and Type V (2023 Stan. Specs.) Main Office: NATIONAL CEMENT COMPANY OF CALIFORNIA 15821 Ventura Blvd. Suite 475 Encino, Ca. 91436-2935 By:__________________________ (818) 788-4228 Quality Control Manager 2/24/25 NA = Not Applicable; NR = No Requirement Analysis This Cement Meets Or Exceeds The Following Described Specifications Chemical Specifications and Analysis Physical Specifications and Analysis Potential Phase Compounds: ASTM C150ASTM C150 Actual We certify that the below described Hydraulic Portland Cement, at the time of shipment and Manufactured Production of January 2025 meets the Chemical and Physical requirements of TYPE II & V as per ASTM C150/C150M-24 and AASHTO M 85. SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 1 / 10 SECTION 1. IDENTIFICATION Product name : MasterPolyheed 997 Product code : 000000000057296592 000000000057296592 Manufacturer or supplier's details Company name of supplier : Master Builders-Admixtures US,LLC Address : 23700 Chagrin Blvd Beachwood OH 44122 Emergency telephone : ChemTel: +1-813-248-0585 National Emergency Tele- phone Number : USA: +1-800-255-3924 ChemTel contract no. MIS9240420 Recommended use of the chemical and restrictions on use Restrictions on use : Reserved for industrial and professional use. SECTION 2. HAZARDS IDENTIFICATION GHS classification in accordance with the OSHA Hazard Communication Standard (29 CFR 1910.1200) Serious eye damage/eye irritation : Category 2A GHS label elements Hazard pictograms : Signal Word : Warning Hazard Statements : H319 Causes serious eye irritation. Precautionary Statements : Prevention: P280 Wear protective gloves/ protective clothing/ eye protection/ face protection. P264 Wash face, hands and any exposed skin thoroughly after handling. Response: P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P337 + P313 If eye irritation persists: Get medical advice/ atten- SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 2 / 10 tion. Other hazards None known. SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Chemical nature : No data available. Components Chemical name CAS-No. Concentration (% w/w) sodium nitrate 7631-99-4 >= 10 - < 20 sodium thiocyanate 540-72-7 >= 0 - < 10 2,2',2'',2'''- Ethylenedinitrilotetraethanol 140-07-8 >= 1 - < 5 2,2'-iminodiethanol 111-42-2 >= 0 - < 1 dazomet 533-74-4 >= 0 - < 0.2 2,2',2"-nitrilotriethanol 102-71-6 >= 0 - < 3 SECTION 4. FIRST AID MEASURES General advice : Move out of dangerous area. Consult a physician. Show this material safety data sheet to the doctor in attend- ance. Do not leave the victim unattended. If inhaled : If unconscious, place in recovery position and seek medical advice. If symptoms persist, call a physician. In case of skin contact : After contact with skin, wash immediately with plenty of water and soap. Under no circumstances should organic solvent be used. If irritation develops, seek medical attention. In case of eye contact : Small amounts splashed into eyes can cause irreversible tis- sue damage and blindness. In the case of contact with eyes, rinse immediately with plenty of water and seek medical advice. Continue rinsing eyes during transport to hospital. Remove contact lenses. Protect unharmed eye. Keep eye wide open while rinsing. If eye irritation persists, consult a specialist. If swallowed : Clean mouth with water and drink afterwards plenty of water. Keep respiratory tract clear. Do NOT induce vomiting. Do not give milk or alcoholic beverages. Never give anything by mouth to an unconscious person. If symptoms persist, call a physician. SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 3 / 10 Take victim immediately to hospital. Most important symptoms and effects, both acute and delayed : Causes serious eye irritation. Notes to physician : Treat symptomatically. SECTION 5. FIRE-FIGHTING MEASURES Suitable extinguishing media : Foam Water spray Dry powder Carbon dioxide (CO2) Unsuitable extinguishing media : water jet Specific hazards during fire fighting : Do not allow run-off from fire fighting to enter drains or water courses. Further information : Collect contaminated fire extinguishing water separately. This must not be discharged into drains. Fire residues and contaminated fire extinguishing water must be disposed of in accordance with local regulations. Special protective equipment for fire-fighters : Wear self-contained breathing apparatus for firefighting if nec- essary. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal precautions, protec- tive equipment and emer- gency procedures : Use personal protective equipment. Environmental precautions : Prevent product from entering drains. Prevent further leakage or spillage if safe to do so. If the product contaminates rivers and lakes or drains inform respective authorities. Methods and materials for containment and cleaning up : Soak up with inert absorbent material (e.g. sand, silica gel, acid binder, universal binder, sawdust). Keep in suitable, closed containers for disposal. SECTION 7. HANDLING AND STORAGE Advice on protection against fire and explosion : Normal measures for preventive fire protection. Advice on safe handling : Do not breathe vapors/dust. Avoid contact with skin and eyes. For personal protection see section 8. Smoking, eating and drinking should be prohibited in the ap- SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 4 / 10 plication area. To avoid spills during handling keep bottle on a metal tray. Dispose of rinse water in accordance with local and national regulations. Conditions for safe storage : Keep container tightly closed in a dry and well-ventilated place. Electrical installations / working materials must comply with the technological safety standards. Further information on stor- age conditions : Keep only in the original container in a cool, dry, well- ventilated place away from ignition sources, heat or flame. Protect from direct sunlight. Materials to avoid : No applicable information available. Further information on stor- age stability : No decomposition if stored and applied as directed. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Ingredients with workplace control parameters Components CAS-No. Value type (Form of exposure) Control parame- ters / Permissible concentration Basis 2,2',2"-nitrilotriethanol 102-71-6 TWA 5 mg/m3 ACGIH 2,2'-iminodiethanol 111-42-2 TWA (Inhal- able fraction and vapor) 1 mg/m3 ACGIH TWA 3 ppm 15 mg/m3 NIOSH REL TWA 3 ppm 15 mg/m3 OSHA P0 Engineering measures : No applicable information available. Personal protective equipment Respiratory protection : Wear appropriate certified respirator when exposure limits may be exceeded. Use NIOSH approved respiratory protection. Hand protection Remarks : The suitability for a specific workplace should be discussed with the producers of the protective gloves. Eye protection : Eye wash bottle with pure water Tightly fitting safety goggles Wear face-shield and protective suit for abnormal processing problems. Skin and body protection : Impervious clothing Choose body protection according to the amount and con- SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 5 / 10 centration of the dangerous substance at the work place. Protective measures : Do not inhale dust/fumes/aerosols. Avoid contact with the skin, eyes and clothing. Avoid exposure. Handle in accordance with good building materials hygiene and safety practice. Wearing of closed work clothing is recommended. Hygiene measures : When using do not eat or drink. When using do not smoke. Wash hands before breaks and at the end of work day. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance : liquid Color : dark brown Odor : musty Odor Threshold : not determined pH : 6 - 10 Melting point : approx. 32 °F / 0 °C Freezing point approx. 32 °F / 0 °C No applicable information available. Boiling point : 212 °F / 100 °C Flash point : A flash point determination is unnecessary due to the high water content. Evaporation rate : No applicable information available. Flammability (solid, gas) : not flammable Upper explosion limit / Upper flammability limit : No applicable information available. Relative vapor density : Heavier than air. Relative density : approx. 1.27 Density : approx. 1.27 g/cm3 (68 °F / 20 °C) Solubility(ies) Water solubility : soluble (68 °F / 20 °C) SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 6 / 10 Solubility in other solvents : No applicable information available. Autoignition temperature : Not applicable Decomposition temperature : No decomposition if stored and handled as pre- scribed/indicated. Viscosity Viscosity, kinematic : No applicable information available. Explosive properties : Not explosive Not explosive Oxidizing properties : not fire-propagating Sublimation point : No applicable information available. Molecular weight : No data available. SECTION 10. STABILITY AND REACTIVITY Reactivity : No decomposition if stored and applied as directed. Chemical stability : No decomposition if stored and applied as directed. Possibility of hazardous reac- tions : No decomposition if stored and applied as directed. Conditions to avoid : See SDS section 7 - Handling and storage. Incompatible materials : Strong acids Strong bases Strong oxidizing agents Strong reducing agents Hazardous decomposition products : No hazardous decomposition products if stored and handled as prescribed/indicated. SECTION 11. TOXICOLOGICAL INFORMATION Acute toxicity Not classified based on available information. Product: Acute oral toxicity : Remarks: No applicable information available. Acute inhalation toxicity : Remarks: No applicable information available. Acute dermal toxicity : Remarks: No applicable information available. SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 7 / 10 Skin corrosion/irritation Not classified based on available information. Serious eye damage/eye irritation Causes serious eye irritation. Respiratory or skin sensitization Skin sensitization Not classified based on available information. Respiratory sensitization Not classified based on available information. Germ cell mutagenicity Not classified based on available information. Carcinogenicity Not classified based on available information. Reproductive toxicity Not classified based on available information. STOT-single exposure Not classified based on available information. STOT-repeated exposure Not classified based on available information. Aspiration toxicity Not classified based on available information. Further information Product: Remarks : The product has not been tested. The statement has been derived from the properties of the individual components. SECTION 12. ECOLOGICAL INFORMATION Ecotoxicity Product: Ecotoxicology Assessment Acute aquatic toxicity : This product has no known ecotoxicological effects. Chronic aquatic toxicity : This product has no known ecotoxicological effects. Persistence and degradability Product: Biodegradability : Remarks: Taking into consideration the properties of several ingredients, the product is estimated not to be readily biode- gradable according to OECD classification. SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 8 / 10 Bioaccumulative potential Product: Bioaccumulation : Remarks: No data available. Discharge into the environment must be avoided. Mobility in soil No data available Other adverse effects Product: Additional ecological infor- mation : There is a high probability that the product is not acutely harmful to aquatic organisms. The product has not been tested. The statements on ecotoxi- cology have been derived from the properties of the individual components. SECTION 13. DISPOSAL CONSIDERATIONS Disposal methods Waste from residues : Dispose of in accordance with national, state and local regula- tions. Do not discharge into drains/surface waters/groundwater. Do not contaminate ponds, waterways or ditches with chemi- cal or used container. Contaminated packaging : Contaminated packaging should be emptied as far as possible and disposed of in the same manner as the sub- stance/product. SECTION 14. TRANSPORT INFORMATION International Regulations UNRTDG Not regulated as a dangerous good IATA-DGR Not regulated as a dangerous good IMDG-Code Not regulated as a dangerous good Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code Not applicable for product as supplied. Domestic regulation 49 CFR Not regulated as a dangerous good SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 9 / 10 SECTION 15. REGULATORY INFORMATION US State Regulations Pennsylvania Right To Know sodium nitrate 7631-99-4 2,2'-iminodiethanol 111-42-2 2,2',2"-nitrilotriethanol 102-71-6 listed New Jersey Right To Know 2,2'-iminodiethanol 111-42-2 sodium nitrate 7631-99-4 2,2',2"-nitrilotriethanol 102-71-6 listedSpecial Hazard. California Prop. 65 WARNING: This product can expose you to chemicals including 2,2'-iminodiethanol, Sulphur di- oxide, which is/are known to the State of California to cause cancer and birth defects or other re- productive harm. For more information go to www.P65Warnings.ca.gov. The ingredients of this product are reported in the following inventories: TSCA : All substances listed as active on the TSCA inventory DSL : This product contains one or more components listed on the Canadian NDSL. All other components are on the Canadian DSL. SECTION 16. OTHER INFORMATION Further information NFPA 704: HMIS® IV: HMIS® ratings are based on a 0-4 rating scale, with 0 representing minimal haz- ards or risks, and 4 representing signifi- cant hazards or risks. The "*" represents a chronic hazard, while the "/" represents the absence of a chronic hazard. Full text of other abbreviations HEALTH 2 0 0 Flammability Instability Special hazard FLAMMABILITY PHYSICAL HAZARD Health SAFETY DATA SHEET MasterPolyheed 997 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244035 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 10 / 10 ACGIH : USA. ACGIH Threshold Limit Values (TLV) NIOSH REL : USA. NIOSH Recommended Exposure Limits OSHA P0 : USA. Table Z-1-A Limits for Air Contaminants (1989 vacated values) ACGIH / TWA : 8-hour, time-weighted average NIOSH REL / TWA : Time-weighted average concentration for up to a 10-hour workday during a 40-hour workweek OSHA P0 / TWA : 8-hour time weighted average AIIC - Australian Inventory of Industrial Chemicals; ASTM - American Society for the Testing of Materials; bw - Body weight; CERCLA - Comprehensive Environmental Response, Compensa- tion, and Liability Act; CMR - Carcinogen, Mutagen or Reproductive Toxicant; DIN - Standard of the German Institute for Standardisation; DOT - Department of Transportation; DSL - Domestic Substances List (Canada); ECx - Concentration associated with x% response; EHS - Extremely Hazardous Substance; ELx - Loading rate associated with x% response; EmS - Emergency Schedule; ENCS - Existing and New Chemical Substances (Japan); ErCx - Concentration asso- ciated with x% growth rate response; ERG - Emergency Response Guide; GHS - Globally Har- monized System; GLP - Good Laboratory Practice; HMIS - Hazardous Materials Identification System; IARC - International Agency for Research on Cancer; IATA - International Air Transport Association; IBC - International Code for the Construction and Equipment of Ships carrying Dan- gerous Chemicals in Bulk; IC50 - Half maximal inhibitory concentration; ICAO - International Civil Aviation Organization; IECSC - Inventory of Existing Chemical Substances in China; IMDG - In- ternational Maritime Dangerous Goods; IMO - International Maritime Organization; ISHL - Indus- trial Safety and Health Law (Japan); ISO - International Organisation for Standardization; KECI - Korea Existing Chemicals Inventory; LC50 - Lethal Concentration to 50 % of a test population; LD50 - Lethal Dose to 50% of a test population (Median Lethal Dose); MARPOL - International Convention for the Prevention of Pollution from Ships; MSHA - Mine Safety and Health Admin- istration; n.o.s. - Not Otherwise Specified; NFPA - National Fire Protection Association; NO(A)EC - No Observed (Adverse) Effect Concentration; NO(A)EL - No Observed (Adverse) Effect Level; NOELR - No Observable Effect Loading Rate; NTP - National Toxicology Program; NZIoC - New Zealand Inventory of Chemicals; OECD - Organization for Economic Co-operation and Develop- ment; OPPTS - Office of Chemical Safety and Pollution Prevention; PBT - Persistent, Bioaccumu- lative and Toxic substance; PICCS - Philippines Inventory of Chemicals and Chemical Substanc- es; (Q)SAR - (Quantitative) Structure Activity Relationship; RCRA - Resource Conservation and Recovery Act; REACH - Regulation (EC) No 1907/2006 of the European Parliament and of the Council concerning the Registration, Evaluation, Authorisation and Restriction of Chemicals; RQ - Reportable Quantity; SADT - Self-Accelerating Decomposition Temperature; SARA - Superfund Amendments and Reauthorization Act; SDS - Safety Data Sheet; TCSI - Taiwan Chemical Sub- stance Inventory; TECI - Thailand Existing Chemicals Inventory; TSCA - Toxic Substances Con- trol Act (United States); UN - United Nations; UNRTDG - United Nations Recommendations on the Transport of Dangerous Goods; vPvB - Very Persistent and Very Bioaccumulative Revision Date : 08/15/2023 The information provided in this Safety Data Sheet is correct to the best of our knowledge, infor- mation and belief at the date of its publication. The information given is designed only as a guid- ance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. US / EN SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 1 / 11 SECTION 1. IDENTIFICATION Product name : MasterPozzolith 322 Product code : 000000000057297175 000000000057297175 Manufacturer or supplier's details Company name of supplier : Master Builders-Admixtures US,LLC Address : 23700 Chagrin Blvd Beachwood OH 44122 Emergency telephone : ChemTel: +1-813-248-0585 National Emergency Tele- phone Number : USA: +1-800-255-3924 ChemTel contract no. MIS9240420 Recommended use of the chemical and restrictions on use Recommended use : Product for construction chemicals Restrictions on use : Reserved for industrial and professional use. SECTION 2. HAZARDS IDENTIFICATION GHS classification in accordance with the OSHA Hazard Communication Standard (29 CFR 1910.1200) Eye irritation : Category 2A Skin sensitization : Category 1 Short-term (acute) aquatic hazard : Category 3 GHS label elements Hazard pictograms : Signal Word : Warning Hazard Statements : H319 Causes serious eye irritation. H317 May cause an allergic skin reaction. H402 Harmful to aquatic life. Precautionary Statements : Prevention: P280 Wear protective gloves/ protective clothing/ eye protection/ face protection. SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 2 / 11 P261 Avoid breathing dust/ fume/ gas/ mist/ vapors/ spray. P273 Avoid release to the environment. P272 Contaminated work clothing should not be allowed out of the workplace. P264 Wash face, hands and any exposed skin thoroughly after handling. Response: P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P302 + P352 IF ON SKIN: Wash with plenty of water. P333 + P313 If skin irritation or rash occurs: Get medical advice/ attention. P362 + P364 Take off contaminated clothing and wash it before reuse. P337 + P313 If eye irritation persists: Get medical advice/ atten- tion. Disposal: P501 Dispose of contents/container to appropriate hazardous waste collection point. Other hazards None known. SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Chemical nature : No data available. Components Chemical name CAS-No. Concentration (% w/w) 2-phenylphenol (ISO) 90-43-7 >= 0.1 - < 1 2,2'-iminodiethanol 111-42-2 >= 0.1 - < 1 Sodium hydroxide 1310-73-2 >= 0.1 - < 1 calcium carbonate 471-34-1 >= 0 - <= 15 Calcium sulphate 7778-18-9 >= 0 - <= 15 2,2',2"-nitrilotriethanol 102-71-6 >= 0 - < 5 sodium-2-biphenylate 132-27-4 >= 0 - < 1 dazomet 533-74-4 >= 0 - < 0.2 potassium hydroxide 1310-58-3 >= 0 - < 0.2 SECTION 4. FIRST AID MEASURES General advice : Move out of dangerous area. Show this material safety data sheet to the doctor in attend- ance. Do not leave the victim unattended. If inhaled : If unconscious, place in recovery position and seek medical advice. If symptoms persist, call a physician. SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 3 / 11 In case of skin contact : If on skin, rinse well with water. In case of eye contact : Immediately flush eye(s) with plenty of water. Remove contact lenses. Protect unharmed eye. Keep eye wide open while rinsing. If eye irritation persists, consult a specialist. If swallowed : Keep respiratory tract clear. Do not give milk or alcoholic beverages. Never give anything by mouth to an unconscious person. If symptoms persist, call a physician. Most important symptoms and effects, both acute and delayed : May cause an allergic skin reaction. Causes serious eye irritation. Notes to physician : Treat symptomatically. SECTION 5. FIRE-FIGHTING MEASURES Suitable extinguishing media : Foam Water spray Dry powder Carbon dioxide (CO2) Unsuitable extinguishing media : water jet Specific hazards during fire fighting : Do not allow run-off from fire fighting to enter drains or water courses. Further information : Collect contaminated fire extinguishing water separately. This must not be discharged into drains. Fire residues and contaminated fire extinguishing water must be disposed of in accordance with local regulations. Special protective equipment for fire-fighters : Wear self-contained breathing apparatus for firefighting if nec- essary. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal precautions, protec- tive equipment and emer- gency procedures : Use personal protective equipment. Environmental precautions : Prevent product from entering drains. Prevent further leakage or spillage if safe to do so. If the product contaminates rivers and lakes or drains inform respective authorities. Methods and materials for containment and cleaning up : Soak up with inert absorbent material (e.g. sand, silica gel, acid binder, universal binder, sawdust). SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 4 / 11 Keep in suitable, closed containers for disposal. SECTION 7. HANDLING AND STORAGE Advice on protection against fire and explosion : Normal measures for preventive fire protection. Advice on safe handling : Do not breathe vapors/dust. Avoid exposure - obtain special instructions before use. Avoid contact with skin and eyes. For personal protection see section 8. Smoking, eating and drinking should be prohibited in the ap- plication area. Dispose of rinse water in accordance with local and national regulations. Persons susceptible to skin sensitization problems or asthma, allergies, chronic or recurrent respiratory disease should not be employed in any process in which this mixture is being used. Conditions for safe storage : Keep container tightly closed in a dry and well-ventilated place. Containers which are opened must be carefully resealed and kept upright to prevent leakage. Electrical installations / working materials must comply with the technological safety standards. Further information on stor- age conditions : Keep only in the original container in a cool, dry, well- ventilated place away from ignition sources, heat or flame. Protect from direct sunlight. Materials to avoid : No applicable information available. Further information on stor- age stability : No decomposition if stored and applied as directed. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Ingredients with workplace control parameters Components CAS-No. Value type (Form of exposure) Control parame- ters / Permissible concentration Basis 2,2',2"-nitrilotriethanol 102-71-6 TWA 5 mg/m3 ACGIH 2,2'-iminodiethanol 111-42-2 TWA (Inhal- able fraction and vapor) 1 mg/m3 ACGIH TWA 3 ppm 15 mg/m3 NIOSH REL TWA 3 ppm 15 mg/m3 OSHA P0 calcium carbonate 471-34-1 TWA (Res- pirable) 5 mg/m3 (Calcium car- NIOSH REL SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 5 / 11 bonate) TWA (total) 10 mg/m3 (Calcium car- bonate) NIOSH REL potassium hydroxide 1310-58-3 C 2 mg/m3 ACGIH C 2 mg/m3 NIOSH REL C 2 mg/m3 OSHA P0 Sodium hydroxide 1310-73-2 C 2 mg/m3 ACGIH C 2 mg/m3 ACGIH C 2 mg/m3 NIOSH REL C 2 mg/m3 NIOSH REL TWA 2 mg/m3 OSHA Z-1 TWA 2 mg/m3 OSHA Z-1 C 2 mg/m3 OSHA P0 C 2 mg/m3 OSHA P0 Calcium sulphate 7778-18-9 TWA (Res- pirable) 5 mg/m3 NIOSH REL TWA (total) 10 mg/m3 NIOSH REL TWA (total dust) 15 mg/m3 OSHA Z-1 TWA (respir- able fraction) 5 mg/m3 OSHA Z-1 TWA (Total dust) 15 mg/m3 OSHA P0 TWA (respir- able dust fraction) 5 mg/m3 OSHA P0 TWA (Inhal- able particu- late matter) 10 mg/m3 (Calcium) ACGIH Engineering measures : No applicable information available. Personal protective equipment Respiratory protection : Wear appropriate certified respirator when exposure limits may be exceeded. Use NIOSH approved respiratory protection. Hand protection Remarks : The suitability for a specific workplace should be discussed with the producers of the protective gloves. Eye protection : Eye wash bottle with pure water Tightly fitting safety goggles Wear face-shield and protective suit for abnormal processing problems. Skin and body protection : Impervious clothing Choose body protection according to the amount and con- centration of the dangerous substance at the work place. Protective measures : Do not inhale gases/vapours/aerosols. Avoid contact with the sk in, eyes and clothing. SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 6 / 11 Avoid exposure - obtain special instructions before use. Handle in accordance with good building materials hygiene and safety practice. Wearing of closed work clothing is recommended. Hygiene measures : When using do not eat or drink. When using do not smoke. Wash hands before breaks and at the end of workday. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance : liquid Color : No applicable information available. Odor : musty pH : 5.0 - 9.5 Melting point : No applicable information available. Boiling point : No applicable information available. Flash point : A flash point determination is unnecessary due to the high water content. Evaporation rate : No applicable information available. Flammability (solid, gas) : not flammable Upper explosion limit / Upper flammability limit : No applicable information available. Lower explosion limit / Lower flammability limit : No applicable information available. Vapor pressure : No applicable information available. Relative vapor density : No applicable information available. Relative density : No applicable information available. Density : approx. 1.2 g/cm3 (68 °F / 20 °C) Solubility(ies) Water solubility : completely soluble (68 °F / 20 °C) Solubility in other solvents : No applicable information available. Partition coefficient: n-: No applicable information available. SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 7 / 11 octanol/water Autoignition temperature : No data available Decomposition temperature : No decomposition if stored and handled as pre- scribed/indicated. Viscosity Viscosity, dynamic : No applicable information available. Viscosity, kinematic : No applicable information available. Explosive properties : Not explosive Not explosive Oxidizing properties : not fire-propagating Sublimation point : No applicable information available. Molecular weight : No data available Metal corrosion rate : No corrosive effect on metal. SECTION 10. STABILITY AND REACTIVITY Reactivity : No decomposition if stored and applied as directed. Chemical stability : No decomposition if stored and applied as directed. Possibility of hazardous reac- tions : No decomposition if stored and applied as directed. Conditions to avoid : See SDS section 7 - Handling and storage. Incompatible materials : Strong acids Strong bases Strong oxidizing agents Strong reducing agents Hazardous decomposition products : No hazardous decomposition products if stored and handled as prescribed/indicated. SECTION 11. TOXICOLOGICAL INFORMATION Acute toxicity Not classified based on available information. Skin corrosion/irritation Not classified based on available information. SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 8 / 11 Serious eye damage/eye irritation Causes serious eye irritation. Respiratory or skin sensitization Skin sensitization May cause an allergic skin reaction. Respiratory sensitization Not classified based on available information. Germ cell mutagenicity Not classified based on available information. Carcinogenicity Not classified based on available information. Reproductive toxicity Not classified based on available information. STOT-single exposure Not classified based on available information. STOT-repeated exposure Not classified based on available information. Aspiration toxicity Not classified based on available information. Further information Product: Remarks : The product has not been tested. The statement has been derived from the properties of the individual components. SECTION 12. ECOLOGICAL INFORMATION Ecotoxicity Product: Ecotoxicology Assessment Acute aquatic toxicity : Harmful to aquatic life. Persistence and degradability No data available Bioaccumulative potential No data available Mobility in soil No data available Other adverse effects Product: SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 9 / 11 Additional ecological infor- mation : An environmental hazard cannot be excluded in the event of unprofessional handling or disposal. Harmful to aquatic life. The product has not been tested. The statements on ecotoxi- cology have been derived from the properties of the individual components. SECTION 13. DISPOSAL CONSIDERATIONS Disposal methods Waste from residues : The product should not be allowed to enter drains, water courses or the soil. Do not contaminate ponds, waterways or ditches with chemi- cal or used container. Dispose of in accordance with national, state and local regula- tions. Contaminated packaging : Contaminated packaging should be emptied as far as possible and disposed of in the same manner as the sub- stance/product. SECTION 14. TRANSPORT INFORMATION International Regulations UNRTDG Not regulated as a dangerous good IATA-DGR Not regulated as a dangerous good IMDG-Code Not regulated as a dangerous good Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code Not applicable for product as supplied. Domestic regulation 49 CFR Not regulated as a dangerous good SECTION 15. REGULATORY INFORMATION US State Regulations Pennsylvania Right To Know 2,2',2"-nitrilotriethanol 102-71-6 calcium carbonate 471-34-1 Calcium sulphate 7778-18-9 New Jersey Right To Know 2,2',2"-nitrilotriethanol 102-71-6 calcium carbonate 471-34-1 SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 10 / 11 Calcium sulphate 7778-18-9 sodium-2-biphenylate 132-27-4 California Prop. 65 WARNING: This product can expose you to chemicals including 2-phenylphenol (ISO), which is/are known to the State of California to cause cancer, and Sulphur dioxide, which is/are known to the State of California to cause birth defects or other re- productive harm. For more information go to www.P65Warnings.ca.gov. The ingredients of this product are reported in the following inventories: TSCA : All chemical substances in this product are either listed as active on the TSCA Inventory or are in compliance with a TSCA Inventory exemption. DSL : All components of this product are on the Canadian DSL SECTION 16. OTHER INFORMATION Further information NFPA 704: HMIS® IV: HMIS® ratings are based on a 0-4 rating scale, with 0 representing minimal haz- ards or risks, and 4 representing signifi- cant hazards or risks. The "*" represents a chronic hazard, while the "/" represents the absence of a chronic hazard. Full text of other abbreviations ACGIH : USA. ACGIH Threshold Limit Values (TLV) NIOSH REL : USA. NIOSH Recommended Exposure Limits OSHA P0 : USA. Table Z-1-A Limits for Air Contaminants (1989 vacated values) OSHA Z-1 : USA. Occupational Exposure Limits (OSHA) - Table Z-1 Lim- its for Air Contaminants ACGIH / TWA : 8-hour, time-weighted average ACGIH / C : Ceiling limit NIOSH REL / TWA : Time-weighted average concentration for up to a 10-hour workday during a 40-hour workweek NIOSH REL / C : Ceiling value not be exceeded at any time. OSHA P0 / TWA : 8-hour time weighted average HEALTH 2 2 0 0 0 0 Flammability Instability Special hazard FLAMMABILITY PHYSICAL HAZARD Health SAFETY DATA SHEET MasterPozzolith 322 Version 2.0 Revision Date: 08/15/2023 SDS Number: 000000244040 Date of last issue: 07/28/2023 Date of first issue: 01/03/2023 11 / 11 OSHA P0 / C : Ceiling limit OSHA Z-1 / TWA : 8-hour time weighted average AIIC - Australian Inventory of Industrial Chemicals; ASTM - American Society for the Testing of Materials; bw - Body weight; CERCLA - Comprehensive Environmental Response, Compensa- tion, and Liability Act; CMR - Carcinogen, Mutagen or Reproductive Toxicant; DIN - Standard of the German Institute for Standardisation; DOT - Department of Transportation; DSL - Domestic Substances List (Canada); ECx - Concentration associated with x% response; EHS - Extremely Hazardous Substance; ELx - Loading rate associated with x% response; EmS - Emergency Schedule; ENCS - Existing and New Chemical Substances (Japan); ErCx - Concentration asso- ciated with x% growth rate response; ERG - Emergency Response Guide; GHS - Globally Har- monized System; GLP - Good Laboratory Practice; HMIS - Hazardous Materials Identification System; IARC - International Agency for Research on Cancer; IATA - International Air Transport Association; IBC - International Code for the Construction and Equipment of Ships carrying Dan- gerous Chemicals in Bulk; IC50 - Half maximal inhibitory concentration; ICAO - International Civil Aviation Organization; IECSC - Inventory of Existing Chemical Substances in China; IMDG - In- ternational Maritime Dangerous Goods; IMO - International Maritime Organization; ISHL - Indus- trial Safety and Health L aw (Japan); ISO - International Organisation for Standardization; KECI - Korea Existing Chemicals Inventory; LC50 - Lethal Concentration to 50 % of a test population; LD50 - Lethal Dose to 50% of a test population (Median Lethal Dose); MARPOL - International Convention for the Prevention of Pollution from Ships; MSHA - Mine Safety and Health Admin- istration; n.o.s. - Not Otherwise Specified; NFPA - National Fire Protection Association; NO(A)EC - No Observed (Adverse) Effect Concentration; NO(A)EL - No Observed (Adverse) Effect Level; NOELR - No Observable Effect Loading Rate; NTP - National Toxicology Program; NZIoC - New Zealand Inventory of Chemicals; OECD - Organization for Economic Co-operation and Develop- ment; OPPTS - Office of Chemical Safety and Pollution Prevention; PBT - Persistent, Bioaccumu- lative and Toxic substance; PICCS - Philippines Inventory of Chemicals and Chemical Substanc- es; (Q)SAR - (Quantitative) Structure Activity Relationship; RCRA - Resource Conservation and Recovery Act; REACH - Regulation (EC) No 1907/2006 of the European Parliament and of the Council concerning the Registration, Evaluation, Authorisation and Restriction of Chemicals; RQ - Reportable Quantity; SADT - Self-Accelerating Decomposition Temperature; SARA - Superfund Amendments and Reauthorization Act; SDS - Safety Data Sheet; TCSI - Taiwan Chemical Sub- stance Inventory; TECI - Thailand Existing Chemicals Inventory; TSCA - Toxic Substances Con- trol Act (United States); UN - United Nations; UNRTDG - United Nations Recommendations on the Transport of Dangerous Goods; vPvB - Very Persistent and Very Bioaccumulative Revision Date : 08/15/2023 The information provided in this Safety Data Sheet is correct to the best of our knowledge, infor- mation and belief at the date of its publication. The information given is designed only as a guid- ance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. US / EN DESCRIPTION 1100 water-based concrete curing compound is formulated from hydrocarbon resins and may be used on interior, exterior, vertical, and horizontal concrete surfaces. Once applied, 1100 forms a premium-grade membrane that retains an optimum amount of water in freshly placed concrete for complete hydration of the cement. NOTE: After approximately four weeks, the membrane begins to chemically break down when exposed to UV rays. The membrane will eventually dissipate from the surface. This process is sped up by exposure to traffic and UV light, as well as weathering conditions. This product is formerly known as 1100 - CLEAR. USES 1100 can be used on both interior and exterior applications. Paint, resilient tile, or resilient flooring may be applied on concrete cured with 1100, once the product has dissipated and/or has been properly removed. Because of the wide variety of coatings, paints, adhesives, and toppings available, contact the manufacturer of the flooring system or subsequent coating or topping for application approval over concrete cured with resin-based curing compounds. A small test application is always recommended. FEATURES/BENEFITS ▪ When properly applied, 1100 produces a premium- grade film, which optimizes water retention. ▪ Furnished as a ready-to-use, true water-based compound. ▪ Produces hard, dense concrete ... minimizes hair checking, thermal cracking, dusting, and other defects. ▪ Offers a compressive strength significantly greater than improperly cured or uncured concrete. ▪ Increases tensile strength for greater resistance to cracking and surface crazing. ▪ Improves resistance to abrasion and the corrosive actions of salts and chemicals. 1100 Resin-Based, Water Emulsion Concrete Curing Compound NO. 370 MasterFormat: 03 39 23 JANUARY 2026 (Supersedes August 2025) CONTINUED ON REVERSE SIDE … HAMPSHIRE, IL / CARTERSVILLE, GA / YORK, PA FORT WORTH, TX / BENICIA, CA / POMONA, CA GOODYEAR, AZ / MILTON, ON / SHERWOOD PARK, AB ▪ Minimizes excessive shrinkage. ▪ Can be applied quickly and easily with conventional commercial spray equipment. ▪ Formulations also available with red fugitive dye added (Type 1-D). ▪ VOC-compliant. PACKAGING 5 Gallon (18.93 L) Pails 55 Gallon (208.20 L) Drums 275 Gallon (1040.99 L) Totes COVERAGE Approximately 200 ft.2/gal. (4.91 m2/L). Coverage is approximate and may vary depending on surface finish/texture, concrete condition, climatic conditions, etc. Always apply to a test area first to determine actual coverage rate before full-scale application. SHELF LIFE When stored indoors in original, unopened containers at temperatures between 40° - 90° F (4° - 32° C), optimum performance and best use is obtained within two years of date of manufacture. SPECIFICATIONS ▪ AASHTO M 148, Type 1, Classes A & B (Type 1-D also available) ▪ ASTM C309, Type 1, Classes A & B (Type 1-D also available) ▪ Complies with all current federal, state, and local maximum allowable VOC requirements, including National EPA VOC Emission Standard for Architectural Coatings, CARB, LADCO, OTC Phase I and II, and SCAQMD. TECHNICAL DATA VOC Content by manufacturing location: AZ, CA: 42 g/L IL, GA, PA, TX: 278 g/L APPLICATION Mixing… For optimum performance, gentle mixing or agitation is recommended. CAUTION: TO AVOID FOAMING, DO NOT MIX EXCESSIVELY. DO NOT THIN. Application Method… Application equipment must be clean and free of all previously used materials. Apply in a uniform film to horizontal surfaces as soon as the surface water disappears and the surface will not be marred by walking workmen. On vertical surfaces, apply promptly after the forms are removed. 1100 may be applied with a typical commercial hand or power sprayer, such as a Chapin 1949. Use a spray nozzle that produces a flow of 0.5 GPM (1.9 LPM) under 40 psi (.276 MPa) of pressure. An even spray pattern/application is essential to the aesthetic and final appearance of the concrete. Be mindful of clogged or partially clogged spray tips that spray 1100 in an uneven and uniform pattern. Do not allow the spray nozzle to drip on fresh concrete. Drips and uneven spray patterns apply higher concentrations of the film, which may cause the cement to hydrate at different rates. Removal of the film will not change the spray patterns mirrored in the concrete surface from the cement hydrating at different rates. In certain conditions, 1100 may develop a slightly yellow tint during the curing process. For aesthetic reasons, this yellow tint may be undesirable. For applications where aesthetics is important during the curing process, W. R MEADOWS recommends the use of CRISTALLUM. Drying Time… Typically dries in 1 - 2 hours, depending on jobsite conditions (temperature, % relative humidity, wind, etc.). Restrict foot traffic for at least four hours. Twelve hours is preferable. PAGE 2 … 1100 #370 … JANUARY 2026 Cleanup… Prior to drying, cleanup can be accomplished with soap and water. Once dried, use mineral spirits or other suitable petroleum solvent. PRECAUTIONS KEEP FROM FREEZING. Do not apply if air and/or concrete temperature is less than 40° F (4° C). Improper or over-application may increase the amount of time necessary for the film to dissipate from the surface. SURFACE MAY DISCOLOR AND/OR YELLOW DUE TO OVER-APPLICATION AND/OR MEMBRANE OXIDATION. DO NOT MIX OR DILUTE WITH ANY OTHER PRODUCTS OR LIQUIDS. Do not apply paint, resilient flooring, or any other subsequent coatings or toppings without first checking the specifications and securing approval from the manufacturer of the product being applied over concrete cured with 1100. A small test application is always recommended, prior to full-scale application. The 1100 membrane may take longer to dissipate if overapplied or has had limited exposure to UV light and environmental conditions, etc. HEALTH AND SAFETY Direct contact may result in mild irritation. Read and follow all application, precaution, label, and health and safety information prior to use. Refer to Safety Data Sheet for complete health and safety information. For most current data sheet, sustainability information, and SDS, visit www.wrmeadows.com. © W. R. MEADOWS 2025 | 1 | | 0 | | 0 | | | CAS % by SARA LEL Number Weight 313 (@25°C) 64742-95-6 1-5 No 1 SAFETY DATA SHEET Product Use:Concrete Curing Compound SECTION 1: PRODUCT AND COMPANY IDENTIFICATION Product: Manufacturer: 1100 (California) Telephone:(707) 745-6666 Revision Date:11/21/2022 Page 1 of 3 W. R. MEADOWS OF NORTHERN CALIFORNIA 3111500Part Number: Address: Benicia, California 94510 652 Indiana Street In case of emergency, dial (800) 424-9300 (CHEMTREC) attention if irritation persists. Do not use clothing until throughly decontaminated. helmet, face shield, bunker coat, gloves, rubber boots, and a positive pressure NIOSH-approved self-contained breathing apparatus. such as clay or other suitable material. Place in non-leaking containers for proper disposal. Flush area to remove trace residues. Under the reporting requirements of Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1966 (SARA) and 40 CFR Part 372, chemicals listed on the 313 List (40 CFR Part 373.65) are identified under the heading "SARA 313." FLASHPOINT: >210 °F EXTINGUISHING MEDIA: Water fog, foam, dry chemical, or carbon dioxide. Chemical Name: 1. Light Aromatic Naphtha MOST IMPORTANT SYMPTOMS/EFFECTS, ACUTE AND CHRONIC: See Section Eleven for Symptoms/Effects. SAFE STORAGE: Keep containers closed when not in use. Prevent product from freezing. SECTION 2: HAZARDS IDENTIFICATION/EXPOSURE LIMITS SKIN CONTACT: Remove contaminated shoes/clothing. Wipe excess from skin and wash with soap if available. Seek medical EYE CONTACT: Immediately flush eyes with water for fifteen minutes. If symptoms persist, seek medical attention. |Health| |Flammability| |Reactivity| |Personal Protection| SECTION 3: HAZARDOUS COMPONENTS HAZARD STATEMENTS SECTION 4: EMERGENCY AND FIRST AID PROCEDURES Avoid direct contact. Causes skin irritation. (Category 2) Causes eye irritation. (Category 2B) PRECAUTIONARY STATEMENTS Avoid of inhalation of mists/vapors. Vapor Pressure (mm Hg@20°C) 2.1 Dispose of flush solutions as above. HMIS WARNING! SAFE HANDLING PROCEDURES: Avoid direct contact. aspiration. Seek immediate medical attention. INHALATION: Remove victim to fresh air and treat symptomatically. Seek medical attention if symptoms persist. INGESTION: Do not induce vomiting. If vomiting spontaneously occurs, keep the victim's head below the hips to prevent lung SECTION 5: FIRE AND EXPLOSIVES HAZARDS SPILL OR LEAK PROCEDURES: Evacuate unauthorized personnel from spill area. Wear appropriate personal protective equip- ment. Shut off source of spill if safe to do so. Dike and contain. Recover free product and soak up residue with an absorbent, SECTION 7: HANDLING AND STORAGE SECTION 6: ACCIDENTAL RELEASE MEASURES CHEMICAL/COMBUSTION HAZARDS: Carbon dioxide, carbon monoxide, and incomplete combustion products. PRECAUTIONS/PERSONAL PROTECTIVE EQUIPMENT: Avoid smoke inhalation. Personal protective equipment should include PEL PEL/CEILING PEL/STEL SKIN TWA TLV/STEL SKIN N/E N/E N/E N/E N/E N/E N/E None. nausea, vomiting, and diarrhea. N/E = Not Established ENGINEERING CONTROLS: None required under normal use conditions. PERSONAL PROTECTIVE EQUIPMENT: Safety glasses, chemical-resistant gloves. SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION OSHA ACGIH Chemical Name:TLV/CEILING 1. Light Aromatic Naphtha N/E VISCOSITY: N/D N/D: Not Determined include reddening, swelling, and rash. Symptoms of respiratory irritation include runny nose, coughing, chest discomfort, EYE CONTACT: Direct contact may cause mild to moderate irritation. Product vapors/mists may also cause irritation. SKIN CONTACT: Direct contact may result in mild to moderate irritation. INHALATION: Not expected to be an exposure pathway under normal use conditions. SECTION 11: TOXICOLOGICAL INFORMATION SIGNS AND SYMPTOMS: Symptoms of eye irritation include pain, tearing, redness, and swelling. Symptoms of skin irritation VAPOR PRESSURE: N/D RELATIVE DENSITY: N/D SOLUBILITY: N/D PARTITION COEFFICENT: N/D AUTOIGNITION TEMPERATURE: N/D DECOMPOSITION TEMPERATURE: N/D SAFETY DATA SHEET ODOR THRESHOLD: N/D MELTING/FREEZING POINT: N/D FLASH POINT: See Section 5 FLAMMABILITY: N/D UEL/LEL: N/D Page 2 of 3 3111500Date of Preparation: 11/21/22 SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT: 212 °F VAPOR DENSITY: > 1 (Air=1)% VOLATILE BY VOLUME: 85 EVAPORATION RATE: <1 (Ether =1) OTHER ADVERSE EFFECTS: N/E DEGRADABILITY: N/E ENVIRONMENTAL HAZARDS: Not applicable. Protect product from freezing. SECTION 13: WASTE DISPOSAL INFORMATION AGGRAVATED MEDICAL CONDITIONS: None recognized. OTHER HEALTH EFFECTS: None recognized. WASTE DISPOSAL INFORMATION: Classified as a non-hazardous waste. SECTION 14: TRANSPORTATION INFORMATION HAZARD CLASS: BULK TRANSPORTATION INFORMATION: Not regulated when shipped in bulk configuration. SOIL MOBILITY: N/E N/E = Not Established UN NUMBER: None. HAZARDOUS/NON-HAZARDOUS MATERIAL: Non-hazardous. SECTION 12: ECOLOGICAL INFORMATION HAZARDOUS DECOMPOSITION PRODUCTS: None recognized. SPECIAL PRECAUTIONS: SECTION 15: REGULATORY INFORMATION OTHER REGULATORY CONSIDERATIONS: None. UN PROPER SHIPPING NAME: Not regulated. PACKING GROUP: shortness of breath, and reduced lung function. Symptoms of gastrointestinal irritation include sore throat, abdominal pain, INGESTION: Not expected to be an exposure pathway under normal use conditions. None. BIOACCUMULATIVE POTENTIAL: N/E ECOTOXICITY: N/E % VOLATILE BY WEIGHT: 84 WEIGHT PER GALLON: 8.33 PRODUCT APPEARANCE: Tan Liquid VOC CONTENT: 42 g/L ODOR: None SECTION 10: STABILITY/REACTIVITY STABILITY: Stable.HAZARDOUS POLYMERIZATION: Will not occur. CONDITIONS AND MATERIALS TO AVOID: Strong oxidizing agents. pH LEVEL: 8.80 PREPARED BY:Dave Carey from the use thereof. We assume no responsibility for injury from the use of this product described herein. The information contained herein is based on the data available to us and is believed to be correct. However, we make no warranty, expressed or implied regarding the accuracy of this data or the results to be obtained SAFETY DATA SHEETDate of Preparation: 11/21/22 Page 3 of 3 3111500 SECTION 16: OTHER INFORMATION PREPARATION DATE:11/21/2022 Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Concrete Forms and Accessories Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Concrete Form and Accessories Submittal Type: Pre-Construction Date: January 23, 2026 SUBMITTAL REQUIREMENTS Concrete Forms and Accessories 1. PURPOSE Concrete formwork and accessories shall be installed in strict accordance with the dimensions, elevations, and details shown in the Contract Documents. As the formwork installation follows the standard requirements and details provided in the Contract Documents, no separate shop drawings are required for this scope of work. 2. Contractor Certification The undersigned certifies that the concrete forms and accessories described herein comply with the Contract Documents and that installation will be performed in accordance with the approved drawings. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization DESCRIPTION REZI-WELD 1000 is a medium-viscosity, two- component, construction-grade structural epoxy adhesive. It is moisture-insensitive and resistant to many chemicals. High modulus, high strength REZI-WELD 1000 is color coded to assure proper mixing and is self-leveling and easy to apply. USES As a neat mix, REZI-WELD 1000 is used to bond hardened concrete to fresh or hardened concrete. It can also be used to bond metals and other materials to hardened concrete. REZI-WELD 1000 is also used to secure metal anchors, bolts, rebar, and dowels in concrete. Mixed with sand or aggregates, REZI-WELD 1000 may be used to patch spalls or defects in concrete. A thin film coating sprinkled with sand or grit becomes a durable, non-skid interior topping. FEATURES/BENEFITS Offers high modulus, high strength, and self- leveling characteristics. Resists many industrial chemicals and is moisture insensitive. Easy to apply … may be sprayed. Furnished in unique, color-coded, unitized, pre- measured packaging to assure proper mixing … eliminates mishandling and mismatching components. May be extended with sand or aggregates to patch minor spalls and defects in concrete. Provides a non-skid interior topping when sprinkled with sand or grit. PACKAGING 1 Quart (.95 Liter) Units 1 Gallon (3.79 Liter) Units 2 Gallon (7.58 Liter) Units 10 Gallon (37.9 Liter) Units COVERAGE One gallon (3.79 L) neat yields 231 cubic inches (3785 cm³). REZI-WELDTM 1000 Multi-Purpose, Medium Viscosity Construction Epoxy NO. 390 MasterFormat: 03 01 00 NOVEMBER 2025 (Supersedes September 2014) CONTINUED ON THE REVERSE SIDE… HAMPSHIRE, IL / CARTERSVILLE, GA / YORK, PA FORT WORTH, TX / BENICIA, CA / POMONA, CA TECHNICAL DATA The following physical properties were determined at a 1:1 mix ratio of A: B by volume, cured at 77° F (25° C) & 50% RH Test Method Actual Required per ASTM C 881-99, TYPE IV Gel Time Per ASTM C 8811 37 minutes Minimum 30 minutes Viscosity Per ASTM D 2393 Mixed 3,500 cps Maximum 10,000 cps Compressive Strength Per ASTM D 695 @ 1 day 10,000 psi (70 MPa) Not Required @ 7 days1 12,500 psi (79 MPa) Minimum 10,000 psi (70 MPa) Compressive Modulus Per ASTM D 695-961 @ 7 Days 530,000 psi (3655 MPa) Minimum 200,000 psi (1,400 MPa) Slant Shear Bond Strength Per ASTM C 8821, Moist Cured @ 2 days (Old to Old Concrete) 1,250 psi (8.6 MPa) Minimum 1,000 psi (7.0 MPa) @ 14 days (Old to Old Concrete) 1,900 psi (13.1 MPa) Minimum 1,500 psi (10.0 MPa) @ 14 days (New to Old Concrete) 2,100 psi (14.5 MPa) Minimum 1,500 psi (10.0 MPa) Tensile Strength Per ASTM D 6381@ 7 days 7,250 psi (51 MPa) Minimum 7,000 psi (48 MPa) Tensile Elongation Per ASTM D 6381@ 7 days 1.5% Minimum 1% Heat Deflection Temperature Per ASTM D 6481 @ 7 days 135° F (57° C) Minimum 120° F (50° C) Linear Coefficient of Shrinkage Per ASTM D 25661 @ 7 days 0.002 Maximum 0.005 Water Absorption Per ASTM D 5701 @ 7 Days 0.41% w/w Maximum 1.0% w/w Colors: Part A … White Pot Life: 35 - 45 minutes @ 77° F (25° C) Part B … Black Cure Time: 7 days @ 77° F (25° C) Mix ratio: 1:1 by volume All technical data is typical information, but may vary due to testing methods, conditions, and operators. 1Independent reports are available upon request. PAGE 2 … REZI-WELD 1000 #390 … NOVEMBER 2025 SPECIFICATIONS AASHTO M 235, Type I, II, IV & V, Grade 2, Classes B & C ASTM C 881, Type I, II, IV & V, Grade 2, Classes B & C Various Departments of Transportation Approvals APPLICATION Surface Preparation … Mechanically abrade all surfaces to be bonded. All surfaces to be bonded must be free of standing water and completely clean of dirt, rust, curing compounds, grease, oil, paint, and unsound materials which would prevent a solid bond. Vacuum or blow dust away with oil-free, compressed air. Smooth surfaces require sanding or other mechanical abrasion. Exposed steel surfaces should be sandblasted and vacuumed clean; if not possible, degrease the surface and use sandpaper or a wire brush to reveal continuous, bright metal. Mixing … Condition all components to 60 - 85° F (15.6° - 29.4° C) for 24 hours prior to use. Use the double-boiler method or store material in a warm room prior to application. Pre-mix each component. Mechanically mix at slow speed (600 - 900 rpm) using a drill and Jiffy® Blade or drum mixer for three minutes or until completely mixed while scraping the sides to ensure complete blending of components. The mixed product should be uniform gray in color and not show streaks. Avoid air entrapment. Mix only very small quantities by hand for a minimum of three minutes or until sufficiently blended together. Scrape sides of the container to ensure complete blending of the components. Mix only the amount of epoxy that can be applied within the product's pot life. Pot life will decrease as the ambient temperature and/or mass size increases. Bonding Fresh Concrete to Hardened Concrete or Hardened Concrete to Hardened Concrete … Use a stiff masonry brush or airless spray equipment to apply a layer of mixed epoxy to concrete surfaces. Application rate should be 85 - 100 ft.2/gal. (2.09 – 2.45 m²/L) (20 mils). Place fresh or hardened concrete to mixed REZI-WELD 1000 prior to epoxy adhesive becoming tack-free. If REZI-WELD 1000 becomes tack-free prior to application of fresh or hardened concrete, consult a W. R. MEADOWS representative. NOTE: Cured concrete is defined as concrete that has achieved a minimum 80% of designed compressive strength. Other Bonding … To bond metal to concrete, apply a layer of the adhesive at 85-100 ft.2/gal. (2.09 – 2.45 m²/L) (20 mils) to the prepared surfaces and join immediately. Clamping pressure beyond what will hold parts in place is not necessary. Aggregates for Epoxy-Resin Mortars … Combine clean, dry aggregate to freshly mixed epoxy in ratio of one part epoxy to 1 - 4 parts of dry, clean, graded aggregate by volume. A rotary drum mixer with a stationary paddle is recommended for blending aggregate and epoxy. Apply a thin coating of aggregate- free epoxy to the prepared surface as a primer. Patch thickness should not exceed 2" (50.8 mm) per lift. Metal Anchors in Preformed Holes in Concrete … Preformed holes should be approximately ¼” (6.35 mm) larger in diameter than the anchor bolt diameter. The depth of the hole should be 10 - 15 times the bolt diameter. Fill the hole from the bottom up, about half way, with mixed epoxy and place the bolt, dowel or rebar. Top off with more epoxy and finish. All anchoring or doweling configurations must be approved or designed by an engineer. Interior Non-Skid Topping … Apply mixed epoxy at a rate not to exceed 80 ft.2/gal. (1.97 m²/L). Spread sand thinly over wet epoxy and embed the grains with a mohair roller. For heavy coverage, apply a layer of sand or grit over the epoxy and allow to set. Blow excess sand away. NOTE: REZI-WELD 1000 IS NOT TO BE USED AS A FLOOR COVERING OR PROTECTIVE TREATMENT. CLEANUP Clean tools and equipment immediately with toluene or xylene. Clean equipment away from all ignition sources and avoid breathing vapors or allowing epoxy-containing solvent to contact skin. Should this material come in contact with the skin, wash thoroughly with soap and water, not solvent. PRECAUTIONS DO NOT DILUTE. Mix complete units only. Not recommended for use when the concrete temperature has been below 40° F (4° C) for the past 24 hours. Do not use to seal cracks under hydrostatic pressure. Do not warm epoxy over direct heat. container to help lower heat. Refer to Safety Data Sheet for complete health and safety information. PAGE 3 … REZI-WELD 1000 #390 … NOVEMBER 2025 HEALTH AND SAFETY Unused epoxy will generate excessive heat, especially in large quantities. Unused epoxy should be mixed with dry sand in the container to help lower heat. For most recent data sheet, sustainability information, and SDS, visit www.wrmeadows.com. © W. R. MEADOWS 2025 Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Concrete Reinforcement Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Concrete Reinforcement Submittal Type: Pre-Construction Date: January 23, 2026 SUBMITTAL REQUIREMENTS Per Sheet 3 – Concrete Reinforcement Reinforcing Steel and Expansion Joint Dowels 1. Shop Drawings Reinforcement and dowels shall be installed in accordance with the Contract Drawings. Reinforcement shall be installed per Detail 6 on Sheet 5, and dowels shall be installed per Detail 6 on Sheet 5 and Detail 5 on Sheet 5. As the work follows the standard details provided in the Contract Documents, no separate shop drawings are required for this scope of work. 2. Manufacturer Certificate Mill Test Reports are provided indicating that the reinforcing steel and dowels supplied for the Project meet or exceed the specified requirements. 3. Welding Procedure Specification Not applicable. There is no welding scope associated with this Project. 4. Product Data and Code Evaluation Reports Not applicable. No additional product data or code evaluation reports are required for the submitted scope. 5. Mill Test Reports Mill Test Reports (MTRs) for current stock material are attached for reference. Material purchased specifically for this Project will be manufactured in accordance with the same material specifications as the submitted current stock. Updated mill certifications corresponding to project-specific material will be provided once available, if required. Additional Information Dowel Sleeves Dowels at expansion joints shall consist of ½-inch diameter smooth bars, 18 inches long, installed at 24 inches on center, with one end debonded to allow for slab movement. Debonding shall be achieved by greasing the designated sliding end of the dowel. Contractor Certification The undersigned certifies that the materials described herein comply with the Contract Documents and applicable ASTM standards. Installation shall be performed in accordance with the approved Contract Drawings. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. 13. DOOR HANGER FOR NOTIFICATION OF ADJACENT PROPERTIES • MATERIALS □ ARE MATERIALS READILY AVAILABLE? □ DELIVERY & STORAGE • OTHER REQUIRED SUBMITTALS □ SUBMITTAL SCHEDULE □ TRAFFIC AND PEDESTRIAN CONTROL PLAN - (5) DAY REVIEW TIME - IF VIOLATED, WORK STOPS UNTIL CORRECTED/ (SEE SPECIAL PROVISIONS FOR LDS) □ WATER POLLUTION CONTROL PLAN (CITY AND/OR CAL TRANS FORM) - NEED GRAVEL BAGS & SPILL KIT ON SITE AT ALL TIMES FOR SPILL CONTAINMENT 5. EXTRA WORK • NEW AND UNFORESEEN WORK DETERMINED BY ENGINEER NOT COVERED BY BID ITEMS OR COMBINATION OF THOSE ITEMS. • PROCEDURE PER STANDARD SPECIFICATIONS SECTION 4-1.05 • CITY MUST BE NOTIFIED PRIOR TO ANY EXTRA WORK BEING PERFORMED • DAILY WORK REPORTS SIGNED DAILY, EVEN WHEN DISPUTE IF WORK PART OF CONTRACT 6. PERMIT REQUIREMENTS • CITY ENCROACHMENT PERMIT (NO FEE) – CONTRACTOR NEEDS TO SIGN • TRENCHING OVER 5’ REQUIRES ANNUAL CAL OSHA EXCAVATION PERMIT • EVIDENCE THAT CONSTRUCTION YARD / DISPOSAL SITE ARE CORRECTLY PERMITTED • BUILDING PERMIT 7. NOTICE TO PUBLIC • DOOR HANGER TO ADJACENT PROPERTIES - 48 HOURS’ NOTICE REQUIRED WITHIN 100 FT. OF WORK AREAS - SUBMIT FOR APPROVAL • TRANSIT (BUSES) - 72 HOURS IN ADVANCE OF WORK REQUIRING TRANSIT LINE REROUTE - POST ANY TRANSIT STOP AFFECTED 48 HOURS IN ADVANCE • NOTICE TO POLICE & FIRE • NO PARKING PROCEDURES (30 HOUR POSTING PER STANDARD SPECIFICATION 12-3.01) o CONTACT POLICE DISPATCH AT 805-781-7312 o USE CORRECT DATES ON SIGNS 8. SCOPE OF WORK • PLANS AND SPECIFICATIONS • PLAN OF EXECUTION / METHODS PROPOSED BY CONTRACTOR • CITY DETAILS AND REQUIREMENTS / EXPECTATIONS • PRESERVATION OF PROPERTY • PUBLIC SAFETY, HOUSE KEEPING, TRENCH MAINTENANCE (IF VIOLATED, WORK STOPS) • PUBLIC ACCESS TO PROPERTY AND BUSINESSES • POTHOLE EXISTING UTILITIES • POLLUTION CONTROL FOR CREEKS AND DRAIN INLETS (IF VIOLATED, WORK WILL STOP) • SAW CUTTING REQUIRES A VACUUM (IF VIOLATED, WORK WILL STOP) DOOR HANGER FOR NOTIFICATION OF ADJACENT PROPERTIES Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Door Hanger for Notification of Adjacent Properties Submittal Type: Informational Date: January 22, 2026 1. PURPOSE This submittal is provided in response to the Contract requirement for providing a Door Hanger for Notification of Adjacent Properties. 2. APPLICABILITY This requirement is not applicable to this Project. The Project site does not interface with adjacent private properties or public residential or commercial uses. One side of the Project is bordered by a freeway, and the opposite side is bordered by an existing treatment plant. The Project does not interfere with the public, adjacent properties, or public rights-of-way. Accordingly, notification of adjacent properties via door hangers is not required. Newton Construction & Management (NCM) will coordinate all construction activities directly with the Bus Facility Manager to ensure ongoing operations are maintained and any impacts are appropriately managed. 3. CONTRACTOR CERTIFICATION The Contractor certifies that this information is accurate and reflects the intended communication and coordination approach for the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. Emergency Contact List Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Emergency Contact List Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided to furnish the Emergency Contact List for the Project in accordance with contract requirements. The listed contacts are authorized representatives available to respond to emergencies during normal and after-hours operations. 2. EMERGENCY CONTACT INFORMATION Name Role Phone Number Brett McMickle Project Manager (805) 975-7909 Joe Corella Operations Manager (805) 459-0348 3. CONTRACTOR CERTIFICATION The undersigned certifies that the information contained herein is accurate and current as of the date of this submittal. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Evidence Construction Yard is Correctly Permitted Submittal Type: Informational Date: January 22, 2026 1. PURPOSE This submittal is provided in response to the Contract requirement for submitting evidence that the Construction Yard is correctly permitted when the Construction Yard is not the Contractor’s business address. 2. APPLICABILITY This requirement is not applicable to this Project. Newton Construction & Management (NCM) will not be utilizing a separate off-site construction yard. All material storage, equipment staging, and laydown activities will be conducted within the Project limits. A designated on-site laydown and staging area is identified and depicted in the Traffic Control Plan Submittal. As no off-site construction yard is proposed, no separate permitting documentation is required. 3. CONTRACTOR CERTIFICATION The Contractor certifies that this information is accurate and reflects the intended construction logistics for the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Evidence Disposal Yard is Correctly Permitted Submittal Type: Informational Date: January 22, 2026 1. PURPOSE This submittal is provided in response to the Contract requirement for submitting evidence that the Disposal Yard utilized for construction debris and excess materials is correctly permitted. 2. APPLICABILITY Newton Construction & Management (NCM) will dispose of all construction debris and excess materials generated by the Project at the following permitted facility: Cold Canyon Landfill The disposal facility is permitted to accept solid waste under the California Solid Waste Information System (SWIS). The Solid Waste Facility Permit information is as follows: SWIS Number: 40-AA-0004 3. CONTRACTOR CERTIFICATION The Contractor certifies that the disposal facility identified above is correctly permitted and will be used for the lawful disposal of construction debris and excess materials associated with the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. LOCATION OF CONSTRUCTION YARD Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Location of Construction Yard Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided in response to the Contract requirement for identifying the Location of the Construction Yard. 2. APPLICABILITY Location of Construction Yard is not applicable for this Project. Newton Construction & Management (NCM) does not intend to utilize a separate off-site construction yard for this Project. All material storage, equipment staging, and laydown activities will be conducted within the Project limits. A designated on-site laydown and staging area is identified and depicted in the Site Utilization Plan which will be submitted separately. All construction activities will be coordinated in accordance with that plan. 3. CONTRACTOR CERTIFICATION The Contractor certifies that this information is accurate and reflects the intended construction logistics for the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. LOCATION OF DISPOSAL SITE Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Location of Disposal Site Submittal Type: Informational Date: January 22, 2026 1. PURPOSE This submittal is provided in response to the Contract requirement for identifying the Location of the Disposal Site for construction debris and excess materials generated by the Project. 2. APPLICABILITY Newton Construction & Management (NCM) will dispose of all construction debris and excess materials generated by the Project at the following facility: Cold Canyon Landfill - 2268 Carpenter Canyon Road. San Luis Obispo, CA 93401 All disposal activities will be performed in accordance with applicable federal, state, and local regulations. 3. CONTRACTOR CERTIFICATION The Contractor certifies that this information is accurate and reflects the intended disposal procedures for the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Post-Installed Anchors Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Post-Installed Anchors Submittal Type: Pre-Construction Date: January 26, 2026 SUBMITTAL Post-Installed Anchors 1. PRODUCT DATA Product data is provided for the following post-installed anchor components: • 5/8-inch diameter hot-dipped galvanized anchor bolts • 5/8-inch washers • 5/8-inch nuts • Simpson Strong-Tie SET-3G Epoxy Adhesive 2. PREPARATION INSTRUCTIONS Not applicable for anchor bolts and associated hardware. Preparation instructions for Simpson Strong-Tie SET-3G Epoxy are applicable and shall be followed in accordance with the manufacturer’s published installation instructions, including hole cleaning and surface preparation requirements. 3. INSTALLATION METHODS Post-installed anchor bolts shall be installed using Simpson Strong-Tie SET-3G Epoxy in accordance with the manufacturer’s installation instructions. 4. STORAGE AND HANDLING REQUIREMENTS Not applicable for anchor bolts and associated hardware. Simpson Strong-Tie SET-3G Epoxy shall be stored, handled, and used in accordance with the manufacturer’s recommendations. Refer to the attached SDS for safety, handling, and disposal requirements. CONTRACTOR CERTIFICATION The undersigned certifies that the post-installed anchor materials and installation methods described herein comply with the Contract Documents and manufacturer’s requirements. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager A CB D F 1 5 2 E 3 4 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES 8750 Pendleton Pike Indianapolis, IN 46226lexander Screw Products, Inc. GRADE: F1554 55-S1 F1554 A36 F1554 105 304 STAINLESS PART #: FINISH:PLAIN STEEL HOT DIP GALVANIZE ROLL THREAD Ø: THREAD SIZE: CHOP LENGTH: All bolts are roll threaded from undersized material per the F1554 Standard. Galvanized bolts shall meets F2329-11. All Threads meet a minimum of 1A and are made from unground F1554 Hot Roll Material. X X X X [ ] [ ] [ ] [ ] ANCHOR BOLT o Gr A o Gr C o DH o 2H o USS FW o F436 o PLATE o Gr A o Gr C o DH o 2H o USS FW o F436 o PLATE C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.21 Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry Cracked Concrete CODE LISTED SET-3G Adhesive SET-3G is the latest innovation in epoxy anchoring adhesives from Simpson Strong-Tie. Formulated to provide superior performance in cracked and uncracked concrete at elevated temperatures, SET-3G installs and performs in a variety of environmental conditions and temperature extremes. The exceptional bond strength of SET-3G results in high design strengths. Features • Exceptional performance — superior bond-strength values at even long-term elevated temperature of 110°F (43°C) using optimized drill bit diameters • Tested in accordance with ICC-ES AC308 and ACI 355.4 for use in cracked and uncracked normal-weight and lightweight concrete • Design flexibility — can be specified for dry or water-saturated conditions when in-service temperatures range from -40°F (-40°C) to 176°F (80°C) • Jobsite versatility — can be installed in dry, water-saturated or water-filled holes in base materials with temperatures between 40°F (4°C) and 100°F (38°C) • Maximized production and safety — qualified for installation using the Speed Clean™ DXS dust extraction drilling system as an alternative to the conventional blow-brush-blow hole-cleaning method • Wire brush hole-cleaning system for conventional blow-brush-blow cleaning method • Available in two cartridge configurations for maximum versatility — 8.5 oz. coaxial or 22 oz. side-by-side cartridges dispensed using manual, battery or pneumatic dispensing tools • With higher bond strengths, ductile solutions can often be achieved with SET-3G in high seismic areas • 1:1 ratio, two-component, high-strength, epoxy-based anchoring adhesive formula • Two-year shelf life for unopened cartridges stored between 45°F (7°C) and 90°F (32°C) • Low-odor formulation • When properly mixed, SET-3G will be a uniform gray color • Volatile organic compound (VOC) — 1.9 g/L • Manufactured in the USA using global materials • Tested per ACI355.4 • SET-3G code listed for installation with the Speed Clean ™ DXS drill bits without any further cleaning (ICC-ES ESR-4057) Applications • Threaded rod anchor and rebar dowel installations in cracked and uncracked concrete under a wide variety of environmental installation and use conditions • Installation in downward, horizontal and upwardly inclined (including overhead) orientations • Qualified for use in structures assigned to Seismic Design Categories A through F Codes ICC-ES ESR-4057 (concrete); City of Los Angeles (see ICC-ES ESR-4057); AASHTO M235 and ASTM C881, Types I and IV, Grade 3, Class C; NSF/ANSI Standard 61 (300 in.2 / 1,000 gal.) Chemical Resistance Contact Simpson Strong-Tie for information. Installation and Application Instructions (See also pp. 100–102) • Surfaces to receive epoxy must be clean per approved hole cleaning method. • Base-material temperatures must be 40°F (4°C) or above at the time of installation. For best results, adhesive should be conditioned to a temperature between 70°F (21°C) and 80°F (37°C) at the time of installation. • To warm cold adhesive, store cartridges in a warm, uniformly heated area or storage container. Do not immerse cartridges in water or use microwave to facilitate warming. • Mixed material can harden in the dispensing nozzle within 30 minutes at 70°F (21°C). Note: For full installation instructions, see product packaging or visit strongtie.com/set3g. SET-3G™ High-Strength Epoxy Adhesive C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.22Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry SET-3G™ High-Strength Epoxy Adhesive SET-3G Cure Schedule1, 2 Concrete Temperature Gel Time Cure Time (°F) (°C) (min.) (hr.) 40 4 120 192 50 10 75 72 60 16 50 48 70 21 35 24 90 32 25 24 100 38 15 24 For SI: 1°F = (°C x 9⁄5) + 32. 1. For water-saturated concrete and water-filled holes, the cure times should be doubled. 2. For installation of anchors in concrete where the temperature is below 70°F (21°C), the adhesive must be conditioned to a minimum temperature of 70°F (21°C). SET-3G Adhesive Cartridge System Model No.Capacity (ounces) Cartridge Type Carton Quantity Dispensing Tool(s) Mixing Nozzle SET3G10 2 8.5 Coaxial 12 CDT10S EMN22I SET3G22-N 1 22 Side-by-side 10 EDT22S, EDTA22P, EDTA22CKT EMN22I 1. One EMN21I mixing nozzle and one extension are supplied with each cartridge. 2. Two EMN22I mixing nozzles and two nozzle extensions are supplied with each cartridge. 3. Cartridge estimation guidelines are available at strongtie.com/apps. 4. Use only Simpson Strong-Tie® mixing nozzles in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair SET-3G adhesive performance. Test Criteria Anchors installed with SET-3G adhesive have been tested in accordance with ICC-ES Acceptance Criteria for Adhesive Anchors in Concrete Elements (AC308). Property Test Method Result* Consistency ASTM C881 Passed, non-sag Heat deflection ASTM D648 147°F Bond strength (moist cure)ASTM C882 3,306 psi at 2 days Water absorption ASTM D570 0.13% Compressive yield strength ASTM D695 15,390 psi Compressive modulus ASTM D695 991,830 psi Shore D durometer ASTM D2240 84 Gel time ASTM C881 52 minutes Volatile Organic Compound (VOC) —1.9 g/L *Material and curing conditions: 73 ± 2°F, unless otherwise noted. C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.23 Adhesive AnchorsSD Simpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry * See p. 13 for an explanation of the load table icons. SET-3G™ High-Strength Epoxy Adhesive SET-3G Installation Information and Additional Data for Threaded Rod and Rebar in Normal-Weight Concrete1 Characteristic Symbol Units Nominal Anchor Diameter da (in.) / Rebar Size 3/8 / #3 1/2 / #4 5/8 / #5 3/4 / #6 7/8 / #7 1 / #8 1 1/4 / #10 Installation Information Drill Bit Diameter for Threaded Rod dhole in. 7⁄16 9⁄16 11⁄16 7⁄8 1 1 1⁄8 1 3/8 Drill Bit Diameter for Rebar dhole in.1⁄2 5⁄8 3⁄4 7⁄8 1 1 1⁄8 1 3/8 Maximum Tightening Torque Tinst ft.-lb. 15 30 60 100 125 150 200 Minimum Embedment Depth hef, min in.2 3/8 2 3⁄4 3 1⁄8 3 1⁄2 3 3⁄4 4 5 Maximum Embedment Depth hef, max in.7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 Minimum Concrete Thickness hmin in.hef + 1 1⁄4 hef + 2dhole Critical Edge Distance cac in. See footnote 2 Minimum Edge Distance cmin in.1 3⁄4 2 3⁄4 Minimum Anchor Spacing smin in. 3 6 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 and ACI 318-11. 2. cac = hef (τk,uncr /1,160)0.4 x [3.1 – 0.7(h/hef)], where: [h/hef] ≤ 2.4 τk,uncr = the characteristic bond strength in uncracked concrete, given in the tables that follow ≤ kuncr ((hef x f 'c )0.5/(π x da)) h = the member thickness (inches) hef = the embedment depth (inches) IBC * C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.24Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry * See p. 13 for an explanation of the load table icons. SET-3G™ Design Information — Concrete SD SET-3G Tension Strength Design Data for Threaded Rod in Normal-Weight Concrete1, 8 Characteristic Symbol Units Nominal Rod Diameter (in.) 3/8 1/2 5/8 3/4 7/8 1 1 1/4 Steel Strength in Tension Minimum Tensile Stress Area Ase in.2 0.078 0.142 0.226 0.334 0.462 0.606 0.969 Tension Resistance of Steel — ASTM F1554, Grade 36 Nsa lb. 4,525 8,235 13,110 19,370 26,795 35,150 56,200 Tension Resistance of Steel — ASTM F1554, Grade 55 5,850 10,650 16,950 25,050 34,650 45,450 72,675 Tension Resistance of Steel — ASTM A193, Grade B7 9,750 17,750 28,250 41,750 57,750 75,750 121,125 Tension Resistance of Steel — Stainless Steel ASTM A193, Grade B8 and B8M (Types 304 and 316)4,445 8,095 12,880 19,040 26,335 34,540 55,235 Tension Resistance of Steel — Stainless Steel ASTM F593 CW (Types 304 and 316) 7,800 14,200 22,600 28,390 39,270 51,510 82,365 Tension Resistance of Steel — Stainless Steel ASTM A193, Grade B6 (Type 410) 8,580 15,620 24,860 36,740 50,820 66,660 106,590 Strength Reduction Factor for Tension — Steel Failure φ — 0.75 5 Concrete Breakout Strength in Tension (2,500 psi f'c 8,000 psi) Effectiveness Factor for Cracked Concrete kc,cr — 17 Effectiveness Factor for Uncracked Concrete kc,uncr — 24 Strength Reduction Factor — Concrete Breakout Failure in Tension φ — 0.65 6 Bond Strength in Tension (2,500 psi f’c 8,000 psi)7 Minimum Embedment hef,min in. 2 3/8 2 3⁄4 3 1⁄8 3 1⁄2 3 3⁄4 4 5 Maximum Embedment hef,max in. 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 Continuous InspectionTemperature Range A2,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,448 1,402 1,356 1,310 1,265 1,219 1,128 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 2,357 2,260 2,162 2,064 1,967 1,868 1,672 Temperature Range B3,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,201 1,163 1,125 1,087 1,050 1,012 936 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 1,957 1,876 1,795 1,713 1,632 1,551 1,388 Anchor Category Dry Concrete — — 1 Strength Reduction Factor Dry Concrete φdry,ci — 0.65 10 Anchor Category Water-Saturated Concrete, or Water-Filled Hole — — 3 2 Strength Reduction Factor Water-Saturated Concrete, or Water-Filled Hole φwet,ci — 0.45 10 0.5510 Periodic InspectionTemperature Range A2,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,346 1,304 1,356 1,310 1,265 1,219 1,128 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 2,192 2,102 2,162 2,064 1,967 1,868 1,672 Temperature Range B3,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,117 1,082 1,125 1087 1,050 1,012 936 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 1,820 1,744 1,795 1,713 1,632 1,551 1,388 Anchor Category Dry Concrete — 2 1 Strength Reduction Factor Dry Concrete φdry,pi — 0.55 10 0.6510 Anchor Category Water-Saturated Concrete, or Water-Filled Hole — — 3 Strength Reduction Factor Water-Saturated Concrete, or Water-Filled Hole φwet,pi — 0.45 10 Reduction Factor for Seismic Tension αN,seis11 — 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 and ACI 318-11. 2. Temperature Range A: Maximum short-term temperature = 160°F, maximum long-term temperature = 110°F. 3. Temperature Range B: Maximum short-term temperature = 176°F, maximum long-term temperature = 110°F. 4. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling). Long-term temperatures are roughly constant over significant periods of time. 5. The tabulated value of φ applies when the load combinations of ACI 318-14 5.3 or ACI 318-11 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318-11 D.4.4 to determine the appropriate value of φ. 6. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3, or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4 (c) for Condition B to determine the appropriate value of φ. 7. Bond strength values shown are for normal-weight concrete having a compressive strength of f'c = 2,500 psi. For higher compressive strengths up to 8,000 psi, the tabulated characteristic bond strength may be increased by a factor of (f'c /2,500)0.35 for uncracked concrete and a factor of (f'c /2,500)0.24 for cracked concrete. 8. For lightweight concrete, the modification factor for bond strength shall be as given in ACI 318-14 17.2.6 or ACI 318-11 D.3.6, as applicable, where applicable. 9. Characteristic bond strength values are for sustained loads, including dead and live loads. 10. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3, or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4(c) for Condition B to determine the appropriate value of φ. 11. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values must be multiplied by αN,seis. IBC * C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.25 Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry * See p. 13 for an explanation of the load table icons. SD SET-3G Tension Strength Design Data for Rebar in Normal-Weight Concrete1,8 Characteristic Symbol Units Rebar Size #3 #4 #5 #6 #7 #8 #10 Steel Strength in Tension Minimum Tensile Stress Area Ase in.2 0.11 0.20 0.31 0.44 0.60 0.79 1.27 Tension Resistance of Steel — Rebar (ASTM A615 Grade 60) Nsa lb. 9,900 18,000 27,900 39,600 54,000 71,100 114,300 Tension Resistance of Steel — Rebar (ASTM A706 Grade 60) 8,800 16,000 24,800 35,200 48,000 63,200 101,600 Strength Reduction Factor for Tension — Steel Failure φ — 0.75 5 Concrete Breakout Strength in Tension (2,500 psi f'c 8,000 psi) Effectiveness Factor for Cracked Concrete kc,cr — 17 Effectiveness Factor for Uncracked Concrete kc,uncr — 24 Strength Reduction Factor — Concrete Breakout Failure in Tension φ — 0.65 6 Bond Strength in Tension (2,500 psi f'c 8,000 psi)7 Minimum Embedment hef,min in. 2 3/8 2 3⁄4 3 1⁄8 3 1⁄2 3 3⁄4 4 5 Maximum Embedment hef,max in. 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 Continuous InspectionTemperature Range A2,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,448 1,402 1,356 1,310 1,265 1,219 1,128 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 2,269 2,145 2,022 1,898 1,774 1,651 1,403 Temperature Range B3,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,201 1,163 1,125 1,087 1,050 1,012 936 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 1,883 1,781 1,678 1,575 1,473 1,370 1,165 Anchor Category Dry Concrete — — 1 Strength Reduction Factor Dry Concrete φdry,ci — 0.65 10 Anchor Category Water-Saturated Concrete, or Water-Filled Hole — — 3 2 Strength Reduction Factor Water-Saturated Concrete, or Water-Filled Hole φwet,ci — 0.45 10 0.5510 Periodic InspectionTemperature Range A2,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,346 1,304 1,356 1,310 1,265 1,219 1,128 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 2,110 1,995 2,022 1,898 1,774 1,651 1,403 Temperature Range B3,4 Characteristic Bond Strength in Cracked Concrete9 τk,cr psi 1,117 1,082 1,125 1,087 1,050 1,012 936 Characteristic Bond Strength in Uncracked Concrete9 τk,uncr psi 1,751 1,656 1,678 1,575 1,473 1,370 1,165 Anchor Category Dry Concrete — — 2 1 Strength Reduction Factor Dry Concrete φdry,pi — 0.55 10 0.6510 Anchor Category Water-Saturated Concrete, or Water-Filled Hole — — 3 Strength Reduction Factor Water-Saturated Concrete, or Water-Filled Hole φwet,pi — 0.45 10 Reduction Factor for Seismic Tension αN,seis11 — 1.0 1.0 1.0 1.0 1.0 1.0 1.0 SET-3G™ Design Information — Concrete IBC * 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 and ACI 318-11. 2. Temperature Range A: Maximum short-term temperature = 160°F, maximum long-term temperature = 110°F. 3. Temperature Range B: Maximum short-term temperature = 176°F, maximum long-term temperature = 110°F. 4. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling). Long-term temperatures are roughly constant over significant periods of time. 5. The tabulated value of φ applies when the load combinations of ACI 318-14 5.3 or ACI 318-11 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318-11 D.4.4 to determine the appropriate value of φ. 6. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3, or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4(c) for Condition B to determine the appropriate value of φ. 7. Bond strength values shown are for normal-weight concrete having a compressive strength of f'c = 2,500 psi. For higher compressive strengths up to 8,000 psi, the tabulated characteristic bond strength may be increased by a factor of (f'c /2,500)0.36 for uncracked concrete and a factor of (f'c /2,500)0.25 for cracked concrete. 8. For lightweight concrete, the modification factor for bond strength shall be as given in ACI 318-14 17.2.6 or ACI 318-11 D.3.6, as applicable, where applicable. 9. Characteristic bond strength values are for sustained loads, including dead and live loads. 10. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3, or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4(c) for Condition B to determine the appropriate value of φ. 11. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values must be multiplied by αN,seis. C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.26Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry * See p. 13 for an explanation of the load table icons. SD SET-3G™ Design Information — Concrete SET-3G Shear Strength Design Data for Threaded Rod in Normal-Weight Concrete1 Characteristic Symbol Units Nominal Rod Diameter (in.) 3/8 1/2 5/8 3/4 7/8 1 1 1/4 Steel Strength in Shear Minimum Shear Stress Area Ase in.2 0.078 0.142 0.226 0.334 0.462 0.606 0.969 Shear Resistance of Steel — ASTM F1554, Grade 36 Vsa lb. 2,715 4,940 7,865 11,625 16,080 21,090 33,720 Shear Resistance of Steel — ASTM F1554, Grade 55 3,510 6,390 10,170 15,030 20,790 27,270 43,605 Shear Resistance of Steel — ASTM A193, Grade B7 5,850 10,650 16,950 25,050 34,650 45,450 72,675 Reduction factor for Seismic Shear — Carbon Streel αV,seis4 — 0.75 1.0 Shear Resistance of Steel — Stainless Steel ASTM A193, Grade B8 and B8M (Types 304 and 316) Vsa lb. 2,665 4,855 7,730 11,425 15,800 20,725 33,140 Shear Resistance of Steel — Stainless Steel ASTM F593 CW (Types 304 and 316)4,680 8,520 13,560 17,035 23,560 30,905 49,420 Shear Resistance of Steel — Stainless Steel ASTM A193, Grade B6 (Type 410)5,150 9,370 14,915 22,040 30,490 40,000 63,955 Reduction factor for Seismic Shear — Stainless Steel αV,seis4 — 0.80 0.75 1.0 Strength Reduction Factor for Shear — Steel Failure φ — 0.65 2 Concrete Breakout Strength in Shear Outside Diameter of Anchor da in. 0.375 0.5 0.625 0.75 0.875 1 1.25 Load-Bearing Length of Anchor in Shear le in.hef Strength Reduction Factor for Shear — Breakout Failure φ — 0.70 3 Concrete Pryout Strength in Shear/ Load-Bearing Length of Anchor in Shear kcp in. 1.0 for hef < 2.50"; 2.0 for hef ≥ 2.50" Strength Reduction Factor for Shear — Breakout Failure φ — 0.70 3 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 and ACI 318-11. 2. The tabulated value of φ applies when the load combinations of ACI 318-14 5.3 or ACI 318-11 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318-11 D.4.4 to determine the appropriate value of φ. 3. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3, or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4 (c) for Condition B to determine the appropriate value of φ. 4. The values of Vsa are applicable for both cracked concrete and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, Vsa must be multiplied by αVseis for the corresponding anchor steel type. IBC * C-A-2018 ©2018 SIMPSON STRONG-TIE COMPANY INC.27 Adhesive AnchorsSimpson Strong-Tie® Anchoring, Fastening and Restoration Systems for Concrete and Masonry * See p. 13 for an explanation of the load table icons. SD SET-3G™ Design Information — Concrete IBC *SET-3G Shear Strength Design Data for Rebar in Normal-Weight Concrete1 Characteristic Symbol Units Nominal Rod Diameter (in.) #3 #4 #5 #6 #7 #8 #10 Steel Strength in Shear Minimum Shear Stress Area Ase in.2 0.110 0.200 0.310 0.440 0.600 0.790 1.270 Shear Resistance of Steel — Rebar (ASTM A615 Grade 60) Vsa lb. 5,940 10,800 16,740 23,760 32,400 42,660 68,580 Shear Resistance of Steel — Rebar (ASTM A706 Grade 60) 5,280 9,600 14,880 21,120 28,800 37,920 60,960 Reduction Factor for Seismic Shear — Rebar (ASTM A615 Grade 60)αV,seis4 — 0.60 0.8 Reduction Factor for Seismic Shear — Rebar (ASTM A706 Grade 60)0.60 0.8 Strength Reduction Factor for Shear — Steel Failure φ — 0.65 2 Concrete Breakout Strength in Shear Outside Diameter of Anchor da in. 0.375 0.5 0.625 0.75 0.875 1 1.25 Load-Bearing Length of Anchor in Shear le in.hef Strength Reduction Factor for Shear — Breakout Failure φ — 0.70 3 Concrete Pryout Strength in Shear Load-Bearing Length of Anchor in Shear kcp in. 1.0 for hef < 2.50"; 2.0 for hef ≥ 2.50" Strength Reduction Factor for Shear — Breakout Failure φ — 0.70 3 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 and ACI 318-11. 2. The tabulated value of φ applies when the load combinations of ACI 318-14 5.3 or ACI 318-11 9.2 are used. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318-11 D.4.4 to determine the appropriate value of φ. 3. The tabulated value of φ applies when both the load combinations of ACI 318-14 5.3 or ACI 318-11 9.2 are used and the requirements of ACI 318-14 17.3.3 (c) or ACI 318-11 D.4.3 (c), as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C are used, refer to ACI 318 D.4.4 (c) for Condition B to determine the appropriate value of φ. 4. The values of Vsa are applicable for both cracked concrete and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, Vsa must be multiplied by αVseis for the corresponding anchor steel type. Anchor Designer™ Software for ACI 318, ETAG and CSA Simpson Strong-Tie® Anchor Designer software accurately analyzes existing design or suggests anchor solutions based on user-defined design elements in cracked and uncracked concrete conditions. For additional load tables, visit strongtie.com/set3g. Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. Representative at the Work Site Authorized to Sign Extra Work Tickets Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Representative at the Work Site Authorized to Sign Extra Work Tickets Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided to identify the Contractor’s authorized representative at the Work Site who is empowered to review, approve, and sign Extra Work Tickets. 2. AUTHORIZED REPRESENTATIVE Name Title Authorization Brett McMickle Project Manager Authorized to sign Extra Work Tickets Joe Corella Operations Manager Authorized to sign Extra Work Tickets 3. CONTRACTOR CERTIFICATION The undersigned certifies that the individual listed above is the Contractor’s designated representative at the Site of Work and is authorized to sign Extra Work Tickets and related field documentation. This authorization shall remain in effect unless revised in writing. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. Representative Authorized to Sign Change Orders Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Representative Authorized to Sign Change Orders Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided to identify the Contractor’s authorized representatives who are empowered to review, approve, and sign Change Orders on behalf of the Contractor. 2. AUTHORIZED REPRESENTATIVES Name Title Authorization Brett McMickle Project Manager Authorized to sign Change Orders on behalf of the Contractor Joe Corella Operations Manager Authorized to sign Change Orders on behalf of the Contractor 3. CONTRACTOR CERTIFICATION The undersigned certifies that the individuals listed above are the Contractor’s designated representatives and are authorized to sign Change Orders and related contract modifications. This authorization shall remain in effect unless revised in writing by the Contractor. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle, Project Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization SITE UTILIZATION PLAN Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Site Utilization Plan Submittal Type: Informational Date: January 22, 2026 1. PURPOSE This submittal is provided for informational purposes to assist the Owner with understanding the intended site logistics and organization during construction. 2. DESCRIPTION Newton Construction & Management (NCM) has prepared the attached Site Utilization Plan to illustrate the anticipated use of the Project site during construction. The plan identifies, as applicable, construction access and circulation, equipment and material staging areas, and temporary facility locations. The Site Utilization Plan is provided to support coordination with the Owner and Facility Manager and to facilitate safe and efficient construction operations. 3. CONTRACTOR CERTIFICATION The Contractor certifies that the attached Site Utilization Plan is provided for informational purposes and reflects the intended site logistics at the time of submission. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization Revised November 2025 ROADMAX AASHTO M249 500LV-1 WHITE Alkyd Thermoplastic Material Specifications, Description: Meets specification standards of AASHTO M249. ROADMAX White Alkyd AASHTO thermoplastic is a traffic marking material that is a mixture of Glass beads, Binders, Pigments to produce a 100% solid, VOC and lead-free material for producing long lasting traffic stripes and pavement markings on asphalt and concrete surfaces. Mechanically heated and applied to surfaces in a molten state between the temperatures of 400°F (204°C) and 450°F (232°C). When applied to the pavement, the material shall be sufficiently tack-free to carry traffic in not more than 3 minutes when pavement surface temperature is at 50 +/- 3°F (10°C), and not more than 10 minutes when pavement surface temperature is 130 +/- 3°F (54°C). Roadway surface and ambient temperatures shall not be less than 50°F (10°C) and rising for proper installation. The road surface shall be clean and dry with no forecasted rain for the remainder of the day. Thermoplastic comes in a granular form packaged in 50 lbs. (22.7 kg) meltable bags. The package is designed to melt with and become a part of the heated thermoplastic mixture at application temperature. A primer is to be used on all concrete surfaces, and on asphalt surfaces that are more than 6 months old. WARNING: Consult MSDS sheet before using product. Use extreme caution with molten material. Physical Characteristics of Finished Thermoplastic: Binder Content, percentage by weight: 18% Minimum Glass beads, AASHTO M-247 Type I, percentage by weight: 30 to 35 % Titanium Dioxide, percentage by weight: 10% Minimum Tests after 4 hours heat with stirring at 425°F +/-2°F (218°F +/-1°C): Softening point: 93 - 121°C Tensile bond strength, psi: 310 Hardness, shore A2 @ 115°F (46°C): 45 to 75 Daylight reflectance: 80 Minimum Yellowness Index: 10 Maximum Specific gravity: 2.15 Maximum Material Safety Data Sheet available upon request. Physical Characteristics of Finished Thermoplastic: Binder Content, percentage by weight: 23.9% Glass beads, AASHTO M-247 Type I percentage by weight: 31 % Brookfield viscosity: 4.2 Pa-s Softening point: 103°C Tensile bond strength 2.2 MPa Hardness, shore: A2 @ 115°F (46°C): 70 Type A Daylight reflectance: 83% Specific gravity: 2.14 Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. 13. DOOR HANGER FOR NOTIFICATION OF ADJACENT PROPERTIES • MATERIALS □ ARE MATERIALS READILY AVAILABLE? □ DELIVERY & STORAGE • OTHER REQUIRED SUBMITTALS □ SUBMITTAL SCHEDULE □ TRAFFIC AND PEDESTRIAN CONTROL PLAN - (5) DAY REVIEW TIME - IF VIOLATED, WORK STOPS UNTIL CORRECTED/ (SEE SPECIAL PROVISIONS FOR LDS) □ WATER POLLUTION CONTROL PLAN (CITY AND/OR CAL TRANS FORM) - NEED GRAVEL BAGS & SPILL KIT ON SITE AT ALL TIMES FOR SPILL CONTAINMENT 5. EXTRA WORK • NEW AND UNFORESEEN WORK DETERMINED BY ENGINEER NOT COVERED BY BID ITEMS OR COMBINATION OF THOSE ITEMS. • PROCEDURE PER STANDARD SPECIFICATIONS SECTION 4-1.05 • CITY MUST BE NOTIFIED PRIOR TO ANY EXTRA WORK BEING PERFORMED • DAILY WORK REPORTS SIGNED DAILY, EVEN WHEN DISPUTE IF WORK PART OF CONTRACT 6. PERMIT REQUIREMENTS • CITY ENCROACHMENT PERMIT (NO FEE) – CONTRACTOR NEEDS TO SIGN • TRENCHING OVER 5’ REQUIRES ANNUAL CAL OSHA EXCAVATION PERMIT • EVIDENCE THAT CONSTRUCTION YARD / DISPOSAL SITE ARE CORRECTLY PERMITTED • BUILDING PERMIT 7. NOTICE TO PUBLIC • DOOR HANGER TO ADJACENT PROPERTIES - 48 HOURS’ NOTICE REQUIRED WITHIN 100 FT. OF WORK AREAS - SUBMIT FOR APPROVAL • TRANSIT (BUSES) - 72 HOURS IN ADVANCE OF WORK REQUIRING TRANSIT LINE REROUTE - POST ANY TRANSIT STOP AFFECTED 48 HOURS IN ADVANCE • NOTICE TO POLICE & FIRE • NO PARKING PROCEDURES (30 HOUR POSTING PER STANDARD SPECIFICATION 12-3.01) o CONTACT POLICE DISPATCH AT 805-781-7312 o USE CORRECT DATES ON SIGNS 8. SCOPE OF WORK • PLANS AND SPECIFICATIONS • PLAN OF EXECUTION / METHODS PROPOSED BY CONTRACTOR • CITY DETAILS AND REQUIREMENTS / EXPECTATIONS • PRESERVATION OF PROPERTY • PUBLIC SAFETY, HOUSE KEEPING, TRENCH MAINTENANCE (IF VIOLATED, WORK STOPS) • PUBLIC ACCESS TO PROPERTY AND BUSINESSES • POTHOLE EXISTING UTILITIES • POLLUTION CONTROL FOR CREEKS AND DRAIN INLETS (IF VIOLATED, WORK WILL STOP) • SAW CUTTING REQUIRES A VACUUM (IF VIOLATED, WORK WILL STOP) Project Name: Battery Electric Bus Charging Infrastructure Project #:25091 Contract #: Updated:1/23/2026 Updated By:Brett McMickle Spec Section Spec Sub Section Spec Section Name Submittal Description Rev. Schedule Pre-Con Agenda Emergency Contact List PreConstruction Pre-Con Agenda Site Representative to Sign Extra Work Tickets PreConstruction Pre-Con Agenda Representative Authorized to Sign Change Orders PreConstruction Pre-Con Agenda Cal Trans Equipment Rental Rates for Equip Used to Complete Work PreConstruction Pre-Con Agenda Work Schedule PreConstruction Pre-Con Agenda Traffic Control Application PreConstruction Pre-Con Agenda Traffic Control Plans PreConstruction Pre-Con Agenda Water Pollution Control Plan PreConstruction Pre-Con Agenda Location of Construction Yard PreConstruction Pre-Con Agenda Location of Disposal Site PreConstruction Pre-Con Agenda Evidence Construction Yard is Correctly Permitted PreConstruction Pre-Con Agenda Evidence Disposal Yard is Correctly Permitted PreConstruction Pre-Con Agenda Door Hanger for Notification of Adjacent Properties PreConstruction Pre-Con Agenda Submittal Schedule PreConstruction Pre-Con Agenda Water Pollution Control Plan (City and/or Cal Trans Form)PreConstruction Site Utilization Plan PreConstruction 26 0500 Section 1.4 (B2)Common Work Results for Electrical Electrical Material List PreConstruction 26 0500 Section 1.4 (B5)Common Work Results for Electrical Record Drawings Closeout 26 05 19 Section 3.4 LV Electrical Power Conductors and Cables Insulation Resistance Test Results Closeout Drawings Concrete Forms PreConstruction 1. Shop Drawings Drawings Earthwork PreConstruction Laboratory Analysis for Backfill Material Optimum Moisture-Maximum Density Curve for Backfill Material Drawings Concrete Reinforcement PreConstruction 1. Shop Drawings 2. Manufacturer's Certificate 3. Welding Procedure Specifications (WPSS) Submittal Schedule 4. Product Data and Code Evaluation Report - Mechanical Couplers 5. Product Data and Code Evaluation Report - Deformed Bar Anchors 6. Product Data and Code Evaluation Report - Headed Reinforcement Cast-In-Place Concrete PreConstruction 1. Mix Designs and Test Data 2. Product Data / MSDS - Curing Compounds 3. Product Data / MSDS - Epoxy Resins 4. Product Data / MSDS - Surface Treatments 5. Product Data / MSDS - Propprietary Anchoring Systems 6. Drawings Indicating Proposed Locations of Construction Joints and Control Joints 7. Proposed Curing Methods and Products Drawings Post-Installed Anchors Post-Installed Anchors PreConstruction 1. Product Data and Code Evaluation (If proposing other than specified) 2. Preparation Instructions and Recommendations 3. Installation Methods 4. Storage and Handling Requirements and Recommendations Special Provisions Division IX Traffic Control Devices Striping PreConstruction Special Provisions Division VIII Miscellaneous Construction Chain Link Fence PreConstruction Drawings Bollards PreConstruction Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. Traffic Control Application Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Traffic Control Application Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided in response to the Traffic Control Application requirement identified in the Pre-Construction Meeting Checklist. 2. APPLICABILITY A Traffic Control Application is not applicable for this Project. The scope of work does not impact, encroach upon, or require access to any public roadways, sidewalks, or public rights-of-way. As such, no off-site or public traffic control measures are required. All traffic control measures required within the limits of the Work will be addressed and implemented in accordance with Submittal - Traffic Control Plan, which governs on-site circulation, and internal work area controls. 3. CONTRACTOR CERTIFICATION The undersigned certifies that a Traffic Control Application is not required for this Project based on the scope of work and confirms that all internal traffic control requirements will be managed in accordance with the approved Traffic Control Plan. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. 13. DOOR HANGER FOR NOTIFICATION OF ADJACENT PROPERTIES • MATERIALS □ ARE MATERIALS READILY AVAILABLE? □ DELIVERY & STORAGE • OTHER REQUIRED SUBMITTALS □ SUBMITTAL SCHEDULE □ TRAFFIC AND PEDESTRIAN CONTROL PLAN - (5) DAY REVIEW TIME - IF VIOLATED, WORK STOPS UNTIL CORRECTED/ (SEE SPECIAL PROVISIONS FOR LDS) □ WATER POLLUTION CONTROL PLAN (CITY AND/OR CAL TRANS FORM) - NEED GRAVEL BAGS & SPILL KIT ON SITE AT ALL TIMES FOR SPILL CONTAINMENT 5. EXTRA WORK • NEW AND UNFORESEEN WORK DETERMINED BY ENGINEER NOT COVERED BY BID ITEMS OR COMBINATION OF THOSE ITEMS. • PROCEDURE PER STANDARD SPECIFICATIONS SECTION 4-1.05 • CITY MUST BE NOTIFIED PRIOR TO ANY EXTRA WORK BEING PERFORMED • DAILY WORK REPORTS SIGNED DAILY, EVEN WHEN DISPUTE IF WORK PART OF CONTRACT 6. PERMIT REQUIREMENTS • CITY ENCROACHMENT PERMIT (NO FEE) – CONTRACTOR NEEDS TO SIGN • TRENCHING OVER 5’ REQUIRES ANNUAL CAL OSHA EXCAVATION PERMIT • EVIDENCE THAT CONSTRUCTION YARD / DISPOSAL SITE ARE CORRECTLY PERMITTED • BUILDING PERMIT 7. NOTICE TO PUBLIC • DOOR HANGER TO ADJACENT PROPERTIES - 48 HOURS’ NOTICE REQUIRED WITHIN 100 FT. OF WORK AREAS - SUBMIT FOR APPROVAL • TRANSIT (BUSES) - 72 HOURS IN ADVANCE OF WORK REQUIRING TRANSIT LINE REROUTE - POST ANY TRANSIT STOP AFFECTED 48 HOURS IN ADVANCE • NOTICE TO POLICE & FIRE • NO PARKING PROCEDURES (30 HOUR POSTING PER STANDARD SPECIFICATION 12-3.01) o CONTACT POLICE DISPATCH AT 805-781-7312 o USE CORRECT DATES ON SIGNS 8. SCOPE OF WORK • PLANS AND SPECIFICATIONS • PLAN OF EXECUTION / METHODS PROPOSED BY CONTRACTOR • CITY DETAILS AND REQUIREMENTS / EXPECTATIONS • PRESERVATION OF PROPERTY • PUBLIC SAFETY, HOUSE KEEPING, TRENCH MAINTENANCE (IF VIOLATED, WORK STOPS) • PUBLIC ACCESS TO PROPERTY AND BUSINESSES • POTHOLE EXISTING UTILITIES • POLLUTION CONTROL FOR CREEKS AND DRAIN INLETS (IF VIOLATED, WORK WILL STOP) • SAW CUTTING REQUIRES A VACUUM (IF VIOLATED, WORK WILL STOP) Traffic Control Plan Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Traffic Control Plan Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This submittal is provided to transmit the Project Traffic Control Plan for review and record purposes. 2. TRAFFIC CONTROL PLAN DESCRIPTION The attached Traffic Control Plan depicts the proposed internal traffic circulation and site logistics associated with construction activities. The plan includes, but is not limited to, the following elements: • Flow of vehicular traffic within the work area • Designated laydown and staging areas • Portable restroom location The Traffic Control Plan is intended to manage on-site traffic movements and maintain safe access for construction personnel, facility staff, and authorized visitors. 3. COORDINATION Newton Construction & Management will coordinate with Manuel, Facility Manager, to adjust the Traffic Control Plan as needed to accommodate operational requirements, maintain safety, and minimize disruption to ongoing facility operations. Any revisions to the plan will be implemented as necessary. 4. CONTRACTOR CERTIFICATION The undersigned certifies that the attached Traffic Control Plan accurately represents the proposed on-site traffic control measures for the Project and that coordination will be maintained to ensure safe and effective implementation throughout construction. Submitted By: Newton Construction & Management Brett McMickle Brett McMickle, Project Manager Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization PRE-CONSTRUCTION MEETING CHECKLIST PROJECT: BATTERY ELECTRIC BUS CHARGING INFASTRUCTURE PROJECT SPECIFICATION # 2000403 MEETING DATE: JANUARY 15, 2026 MEETING TIME: 1:00 PM MEETING PLACE: 919 Palm – Conference Room 1 1. GENERAL • INTRODUCTIONS AND SIGN IN SHEET • START DATE: FEBRUARY 16, 2026 • CONTRACT TIME: 20 WORKING DAYS • END DATE: MARCH 13, 2026 • LIQUIDATED DAMAGES: $500 PER DAY • WORK HOURS: M – F; 7:00 AM TO 4:00 PM 2. ADDENDUMS • ADDENDUM NO:1 GENERAL QUESTIONS • ADDENDUM NO:2 PLAN REVISIONS • ADDENDUM NO:3 REVISED BID DATE • ADDENDUM NO:4 REMOVE DBA REQUIREMENT • ADDENDUM NO:5 CLARIFICATION OF ADDENDUM 4 3. INSPECTION • REPRESENTATIVES ON SITE: - PRIME CONTRACTOR: ______________________ - ON SITE FOREMAN: ________________________ - CITY INSPECTOR: - CONSTRUCTION MANAGER/ INSPECTOR: • COMMUNICATION BETWEEN PARTIES – ALL COMMUNICATION ROUTED FROM PRIME CONTRACTOR’S REPRESENTATIVE __________________________________ THROUGH CITY INSPECTOR • PRIME CONTRACTOR TO SCHEDULE INSPECTIONS AS NEEDED • INTERMITTENT/PERIODIC INSPECTIONS BY CITY REPRESENTATIVE • OTHER 4. SUBMITTALS • CONTRACTOR SUPPLIED ALL SUBMITTALS PER NOTICE TO PROCEED & PRIOR TO STARTING WORK? 1. EMERGENCY CONTACT LIST 2. REPRESENTATIVE AT THE SITE OF WORK AUTHORIZED TO SIGN EXTRA WORK TICKETS 3. REPRESENTATIVE AUTHORIZED TO SIGN CHANGE ORDERS 4. CALTRANS EQUIPMENT RENTAL RATES FOR EQUIPMENT USED TO COMPLETE WORK 5. WORK SCHEDULE 6. TRAFFIC CONTROL APPLICATION 7. TRAFFIC CONTROL PLANS 8. WATER POLLUTION CONTROL PLAN 9. LOCATION OF CONSTRUCTION YARD 10. LOCATION OF DISPOSAL SITE 11. EVIDENCE CONSTRUCTION YARD IS CORRECTLY PERMITTED IF CONSTRUCTION YARD IS NOT YOUR BUSINESS ADDRESS 12. EVIDENCE DISPOSAL YARD IS CORRECTLY PERMITTED. WATER POLLUTION CONTROL PLAN (WPCP) Project: Battery Electric Bus Charging Infrastructure Project No.: 25091 Owner: City of San Luis Obispo Contractor: Newton Construction & Management Submittal No.: Water Pollution Control Plan Submittal Type: Informational Date: January 21, 2026 1. PURPOSE This Water Pollution Control Plan (WPCP) is submitted to document the Contractor’s approach to preventing water pollution associated with construction activities on this Project. The Plan demonstrates compliance with applicable federal, state, and local water quality regulations. Newton Construction & Management (NCM) shall comply with the City of San Luis Obispo Construction Site Stormwater Best Management Practices, as attached to this submittal and incorporated herein by reference. 2. APPLICABILITY This WPCP applies to all work performed under the Contract that has the potential to generate sediment, slurry, concrete materials, petroleum products, or other pollutants that could enter storm drainage systems or surface waters. Applicable Best Management Practices (BMPs) identified in the City of San Luis Obispo Construction Site Stormwater Best Management Practices shall be implemented as appropriate to the Project scope and site conditions. 3. RESPONSIBILITIES Contractor Responsibilities: • Implement and maintain water pollution control measures throughout the duration of the work • Comply with the attached City of San Luis Obispo Construction Site Stormwater Best Management Practices • Provide and maintain required pollution control materials and equipment • Ensure subcontractor compliance with this WPCP and applicable BMPs • Inspect control measures and correct deficiencies promptly • Report violations in accordance with Contract requirements Subcontractor Responsibilities: • Comply with this WPCP and applicable City BMP requirements • Utilize required pollution control measures • Immediately notify the Contractor of any spills, releases, or deficiencies 4. WATER POLLUTION CONTROL MEASURES NCM will implement appropriate BMPs in accordance with the attached City guidance, including but not limited to the following: • Protect storm drain inlets using gravel bags, filter fabric, or equivalent BMPs o Reference attached Pollution Solution Yellow Jacket Drain Inlet Sediment Filter • Maintain spill kits on site at all times • Maintain gravel bags on site for spill containment and control • Immediately contain and clean up spills or releases • Collect slurry and wastewater using vacuum equipment • Prohibit discharge of concrete, slurry, rinse water, or wash water to storm drains or soil • Perform concrete washout only in plastic-lined containment bins o Reference attached Outpak 4’ x 4’ x 14” Corrugated Concrete Washout BMPs will be adjusted as necessary to remain consistent with site conditions and City requirements. 5. INSPECTIONS AND MAINTENANCE Water pollution control measures will be inspected regularly. Any deficiencies identified will be corrected promptly to maintain compliance with the Contract Documents and City BMP requirements. 6. VIOLATION RESPONSE AND REPORTING In the event of a spill, unauthorized discharge, or violation, the Contractor will immediately contain and mitigate the condition and notify the Owner/City without delay. 7. PLAN MODIFICATIONS This WPCP may be updated as site conditions or work activities change. Revisions will be implemented promptly to maintain compliance with applicable regulations and City BMP requirements. 8. CERTIFICATION The Contractor certifies that this Water Pollution Control Plan will be implemented and enforced for the duration of the Project. Submitted By: Newton Construction & Management Brett McMickle Name: Brett McMickle Title: Project Manager Stabilized Entrance/Exit Control Washouts ➢ Correct entrance/exit controls greatly reduce the amount of mud and dirt tracked off the site. ➢ Install 3” rock; gravel doesn’t work! ➢ Constrain traffic to stabilized entrance/exits. Drive over the rock and plates--not around. ➢ Maintain the entrance/exit; it won’t work when buried. ➢ Washout into plastic lined containment bins--not onto the ground or over site drains. ➢ Size washouts appropriately. Prevent collapsed, leaking, and broken washouts caused by overburdening. ➢ Immediately clean up waste that leaks or spills from the washout. ➢ Make a washout available for all trades that generate wash waters--including stucco, stonework, and paint. Straw Wattles Perimeter Control Waste Management ➢ Wattles must be trenched down 3-4” in depth. They do not work when placed on top of the soil surface. ➢ Wattles must be staked in place or weighed down. ➢ Ends of wattles should overlap by 1 foot. There should be no gaps between wattles. ➢ Do not use wattles with plastic netting as permanent erosion control on slopes. Plastic netting becomes trash that traps wildlife. ➢ Construction waste and hazardous material wastes may not be piled on the ground. ➢ Utilize covered dumpsters for waste management. ➢ Have dumpsters emptied before they are completely full. Avoid overfiowing dumpsters. ➢ Size perimeter controls appropriately for the steepness of slopes and amount of disturbance. Add additional layers of control to hold the perimeter in areas with lots of disturbed soil. ➢ Inspect perimeter controls frequently. Bolster them before rain events, and before they fail! ➢ Perimeter controls may need to be modifled during different phases of construction. Controls may be substituted--but must be present! Drain Inlet Protection ➢ Protect drain inlets with gravel bags or fllter fabric. Use materials that fllter stormwater and still allow drainage. ➢ Regularly clear debris that accumulates behind gravel bags or on top of fabric. ➢ Protect all drain inlets near your site! Construction Site Stormwater Best Management Practices Submittal No: Consultant Consultant Submittal Approval Newton Construction Architect THIS SUBMITTAL HAS BEEN REVIEWED FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. APPROVAL DOES NOT RELIEVE THE SUBCONTRACTOR/SUPPLIER OF THE RESPONSIBILITY FOR CONFORMANCE TO THE QUALITY STANDARDS AS SET FORTH IN THE CONTRACT DOCUMENTS NOR DOES IT RELIEVE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL CONDITIONS RELATING TO THE WORK OF SUBCONTRACTOR/SUPPLIER. SUBCONTRACTOR/SUPPLIER IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES OF MATERIALS RELATING TO THIS CONTRACT. BY DATE SMHS 37 Classroom Modernization 01/21/2026 26 0500 Electrical Material List BrettMcMickle Architect Owner / Client Battery Electric Bus Charging Infrastructure Submittal has been reviewed in accordance with Contract Documents no exceptions taken make corrections noted revise and resubmit rejected for information only City of San Luis Obispo Public Works Department date by Bobby Browning Engineer III 1/27/2026 X