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HomeMy WebLinkAboutADDENDUM 3STORY MILL COMMUNITY PARK SPLASH PAD CITY OF BOZEMAN BID OPENING: MARCH 19, 2025, 2:00 P.M. ADDENDUM No. 3 FEBRUARY 24, 2025 TO: All Planholders of Record Please note the following modifications to the above referenced bid documents: ***Supplemental Documents: - Aquatix Splash Pad Equipment Information o Packing Slips o Product Install Details and Systems Information - Story Mill Community Park – Splash Pad Vicinity Construction Documents and As-Builts o Mechanical/Restroom Building – Electrical As-builts o Mechanical/Restroom Building – Water Service As-builts o Civil Site Plan Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 1 Pallet Id: LP0002314017 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-A 13.00 285215 #20 Grit Filter Sand (50 lb/bag) / #20 Grit Filter Sand (50 6.00 285216 #20 Grit Pea Gravel 8-16 (50 lb/bag) / #20 Grit Pea Gravel 8 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 2 Pallet Id: LP0002331461 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-A 1.00 283115 3in Waste Valve Box 65GPM / 3" Waste Valve Box for 65GPM/ up 3.00 283855 1in Wye Strainer / 1in Wye Strainer 17.00 286554 SS Nozzle Socket Embed Assy / SS Nozzle Socket Embed Assy 8.00 287748 SS Bubbler Parts Kit / SS Bubbler Parts Kit 3.00 288394-H SS Stream-Arch Jet High Flow Parts Kit / SS Stream-Arch Jet 3.00 296690 SS Sea Crawler Parts Kit / SS Sea Crawler Parts Kit 1.00 312836 AQUATIX MAINT/INSTALL KIT ENVELOPE / AQUATIX MAINT/INSTALL K 3.00 321681 Funnel Twist SS Parts Kit / Funnel Twist SS Parts Kit 4.00 AQ200141 18in COLLECTOR BOX WITH 2in DRAIN TO WASTE FAB / 18in COLLEC 20.00 AQ300319 0.25-20 X 3/4 FLAT SSCS / 0.25-20 X 3/4 FLAT SSCS 1.00 AQ400010 SPANNER WRENCH 11 GA 304 SS Sh / SPANNER WRENCH 11 GA 304 SS 4.00 AQ402437 18in COLLECTOR BOX DRAIN COVER 0.5in HDPE (300145) / 001 Blu 001 Blue 1.00 CP039217 Distribution Manifold -346 gpm - 23 lines / Distribution Man Packing List Summary for Project:SO-01004814-A Project Name:Story Mill Park TO OBTAIN CERTIFICATION OF COMPLIANCE FOR CONSUMER PRODUCT SAFETY IMPROVEMENT ACT: SECTION 14(g), 15 U.S. L 2063(g) SEND EMAIL TO cpsiainfo@playlsi.com WITH PACK LIST NUMBER SO-01004814-A Ship To: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 Installation: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 List of Pallets in Shipment Pallet Type Units prepared for shipping by danderson at 1:33:18 PM on 02/13/2025 LP0002314017 Crate LP0002331461 Crate 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 1 Pallet Id: LP0002276095 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 4.00 283940 Water Tower Leg FRP Painted / 349 Metallic Silver349 Metallic Silver 2.00 287868 DRAGONFLIER FRONT WING .5in ACRYLIC / 526 Azure Blue 526 Azure Blue 2.00 287869 DRAGONFLIER REAR WING .5in ACRYLIC / 521 Lime Zest521 Lime Zest 1.00 293494 LeafCrown Parts Kit / LeafCrown Parts Kit 1.00 300143 AquaFlier Fabrication Painted / 349 Metallic Silver349 Metallic Silver 2.00 300160 AquaFlier Small Washer Painted / 349 Metallic Silver349 Metallic Silver 2.00 300162 AquaFlier Large Washer Painted / 349 Metallic Silver349 Metallic Silver 1.00 300168 AquaFlier Parts Kit / AquaFlier Parts Kit 1.00 311487 Aqua Log Parts Kit / Aqua Log Parts Kit 2.00 323582 Cat Tail Spray Weldment Painted / Cat Tail Spray Weldment Pa 1.00 AQ200825 DRAGONFLIER FABRICATION PAINTED / 349 Metallic Silver349 Metallic Silver 1.00 AQ200829 LEAFCROWN FABRICATION PAINTED / 349 Metallic Silver349 Metallic Silver 2.00 AQ402358 DRAGONFLIER WING FRONT WASHER 11GA 304SS PAINTED / 349 Metal 349 Metallic Silver 2.00 AQ402359 DRAGONFLIER WING REAR WASHER 11GA 304SS PAINTED / 349 Metall 349 Metallic Silver 3.00 AQ402363 LEAFCROWN ACRYLIC WASHER 11GA SS PAINTED / 349 Metallic Silv 349 Metallic Silver 4.00 K800180 6" Mounting Kit / 6" Mounting Kit 5.00 K800206 3" Mounting Kit / 3" Mounting Kit 4.00 K800222 4" Mounting Kit / 4" Mounting Kit 1.00 K800642 3 in Skirt Kit / 3 in Skirt Kit 1.00 K800642 3 in Skirt Kit / 3 in Skirt Kit 3.00 K800642 3 in Skirt Kit / 3 in Skirt Kit 1.00 K800643 4 in Skirt Kit / 4 in Skirt Kit 2.00 K800643 4 in Skirt Kit / 4 in Skirt Kit 1.00 K800643 4 in Skirt Kit / 4 in Skirt Kit 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 2 Pallet Id: LP0002283216 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 1.00 283939 Water Tower Spout FRP Painted / 349 Metallic Silver349 Metallic Silver 2.00 310859 Aqua Log Tall Leg Weldment Painted / 318 Acorn318 Acorn 2.00 310864 Aqua Log Medium Leg Weldment Painted / 318 Acorn318 Acorn 2.00 310865 Aqua Log Small Leg Weldment Painted / 318 Acorn318 Acorn 1.00 312984 Aqua Log Tall Trough Assembly / 818 Acorn/Black818 Acorn/Black 2.00 312987 Aqua Log Short Trough Assembly / 818 Acorn/Black818 Acorn/Black 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 3 Pallet Id: LP0002285286 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 1.00 285581 SHORT REED ASSEMBLY / 349 Metallic Silver349 Metallic Silver 1.00 285585 MEDIUM REED ASSEMBLY / 349 Metallic Silver349 Metallic Silver 1.00 285625 TALL REED ASSEMBLY / TALL REED ASSEMBLY 6.00 287769 SS MINI PILLAR PARTS KIT / SS MINI PILLAR PARTS KIT 2.00 287866 DRAGONFLIER ACRYLIC TAIL SEGMENT .5in ACRYLIC / 526 Azure Bl 526 Azure Blue 2.00 287866 DRAGONFLIER ACRYLIC TAIL SEGMENT .5in ACRYLIC / 521 Lime Zes 521 Lime Zest 1.00 287875 DragonFlier Parts Kit / DragonFlier Parts Kit 1.00 289437 Reeds Mounting Kit / Reeds Mounting Kit 3.00 293491 LEAFCROWN FORMED ACRYLIC COMPLETE / 521 Lime Zest 521 Lime Zest 1.00 320282 Water Wind Mill Fan Blades / 526 Azure Blue526 Azure Blue 1.00 320283 Water Wind Mill Tail / 526 Azure Blue526 Azure Blue 1.00 320310 Water Wind Mill Tail Flange Painted / 349 Metallic Silver349 Metallic Silver 1.00 320783 Water Wind Mill Weldment Painted / 349 Metallic Silver349 Metallic Silver 1.00 320870 Water Windmill Parts Kit / Water Windmill Parts Kit 1.00 322839 Aquatix Touch-up Paint Kit / Aquatix Touch-up Paint Kit 6.00 327675 AQ 2x HOLE GFRC MOUNTING KIT / AQ SMALL GFRC MOUNTING KIT 1.00 AQ200963 AQUAVATOR ASSEMBLY / 349 Metallic Silver349 Metallic Silver 2.00 AQ400292-1 AquaFlier Large Acrylic / 525 Perfect Plum525 Perfect Plum 2.00 AQ400292-2 AquaFlier Small Acrylic / 521 Lime Zest521 Lime Zest 5.00 K800187 6in FRP Flange to Flange Kit / 6in FRP Flange to Flange Kit 4.00 K800652 6 in Skirt Kit For FRP Structures / 6 in Skirt Kit For FRP S 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 4 Pallet Id: LP0002311077 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 2.00 315020 AquaRock Small Assembly / AquaRock Small Assembly 1.00 AQ200809 GFRC ANIMAL LIFTING LUG / GFRC ANIMAL LIFTING LUG 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 5 Pallet Id: LP0002311102 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 1.00 315020 AquaRock Small Assembly / AquaRock Small Assembly 3.00 315022 AquaRock Large Assembly / AquaRock Large Assembly 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 6 Pallet Id: LP0002435919 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 1.00 353872 Water Tower Leg Alignment Template / Water Tower Leg Alignme 1.00 AQ100409 Water Tower Tank FRP Assembly / Water Tower Tank FRP Assembl 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 7 Pallet Id: LP0002438148 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-B 1.00 283081 100 gpm Sand Filtration Skid / 100 gpm Sand Filtration Skid 1.00 283088 Chemical Treatment System / Chemical Treatment System 1.00 283098 Feature Skid with Self Priming Pump 500 GPM / Feature Skid w 1.00 322697 QC’d Control Panel - Recirc On/Off - 7.5hp Pump w/ UV / QC’d 1.00 339239 UV Sanitation 133gpm Hydrorite Assembly / UV Sanitation 133g Packing List Summary for Project:SO-01004814-B Project Name:Story Mill Park TO OBTAIN CERTIFICATION OF COMPLIANCE FOR CONSUMER PRODUCT SAFETY IMPROVEMENT ACT: SECTION 14(g), 15 U.S. L 2063(g) SEND EMAIL TO cpsiainfo@playlsi.com WITH PACK LIST NUMBER SO-01004814-B Ship To: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 Installation: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 List of Pallets in Shipment Pallet Type Units prepared for shipping by danderson at 1:33:29 PM on 02/13/2025 LP0002276095 Crate LP0002283216 Crate LP0002285286 Crate LP0002311077 Crate LP0002311102 Crate LP0002435919 Crate LP0002438148 Crate 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Aquatix by Landscape Stuctures 1101 McKinley Parkway Delano, MN 55328 Phone: 763-972-5200 Fax: 763-972-3185 Web: www.playlsi.com page 1 Pallet Id: LP0002541014 Qty Part # Color / Config Description Project Name: Story Mill Park CratePacking List for Sales Order: SO-01004814-C 1.00 283110 3000 Gal Concrete Tank (B) / 3000 Gal Concrete Tank (B) Packing List Summary for Project:SO-01004814-C Project Name:Story Mill Park TO OBTAIN CERTIFICATION OF COMPLIANCE FOR CONSUMER PRODUCT SAFETY IMPROVEMENT ACT: SECTION 14(g), 15 U.S. L 2063(g) SEND EMAIL TO cpsiainfo@playlsi.com WITH PACK LIST NUMBER SO-01004814-C Ship To: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 Installation: Story Mill Community Park 698 Bridger Dr Bozeman, MT 59715 List of Pallets in Shipment Pallet Type Units prepared for shipping by danderson at 1:33:30 PM on 02/13/2025 LP0002541014 Crate 601 7th St. South, Delano, MN 55328 • Tel 763.972.5200 • 888.438.6574 • Fax 763.972.3185 • playlsi.com Submittal Approval Please return a signed approval of this equipment. Production can not begin until this equipment has been approved. Local Sales Representative: Dakota Playground – Jason Harris Project Name: Story Mill Park Aquatix Project Number: 1180440‐01‐04 This order is for: AquaFlier, DragonFlier, LeafCrown, AquaLogs-GFRC, (3) AquaRock Large- GFRC, (3) AquaRock Small-GFRC, (3) Arch Jet-SS, (8) Bubbler-SS, (3) Funnel Twist-SS, (3) Sea Crawler-SS, (2) Cat Tail Spray-SS, Reeds-SS, Themed Water Tower-Logo, Water Wind Mill-SS, Sand Filtration Skid, Chemical Treatment, Ultra Violet Disinfection System, Feature Skid, Distribution Manifold, Pre-fabricated Water Reservoir, Aquavator, Control Panel-All On/Off, (4) Collector Box, Rain Diverting Waste Valve Box. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com Date Submitted: 5/8/2024 SUBMITTAL REVIEW  APPROVED  APPROVED AS CORRECTED If checked above, fabrication MAY be undertaken based on approved design. Future changes will be subject to a Change Order. If checked below, fabrication MAY NOT be undertaken. Corrected copies will be resubmitted for final approval. Correction shall be limited to items marked.  REVISE AND RESUBMIT  NOT APPROVED SIGNATURE REQUIRED By Date ©2023 Aquatix by Landscape Structures. All Rights Reserved Story Mill Park Design# 1180440-01-04 04/18/2024 ©2023 Aquatix by Landscape Structures. All Rights Reserved Design Details *Surface finishes and/or site furnishings shown are conceptual and provided by others. Proposed Color Palette Paint Colors Acrylic Colors Project Details Color Approval Customer Signature Date Colors shown are for representation purposes.Consult with your Representative for actual color swatches for final color selection. Acrylic Colors Story Mill Park Design# 1180440-01-04 04/18/2024 Dimensions 65’-9”L x 59’-7”W Total System Flow Rate 346 GPM BrownTangerineMetallic Silver ButtercupLimon Lime Zest PerfectPlum Azure Blue Signed:Date:01/01/2024 More than just a contract, our warranty is our personal commitment that you’ll be satisfied with your purchase now and well into the future. As an employee-owned company, we take great pride in the quality of everything we make. And we’re so confident that you’ll be delighted with your purchase that we back our products with the most comprehensive long-term warranty in the industry. It’s just one more way that we show how much we care about our customers and communities. All the warranties commence on date of Manufacturer’s invoice. Should any failure to conform to the above express warranties appear within the applicable warranty period, Manufacturer shall, upon being notified in writing promptly after discovery of the defect and within the applicable warranty period, correct such nonconformity either by repairing any defective part or parts, or by making available a replacement part within 60 days of written notification. Manufacturer shall deliver the repaired or replacement part or parts to the site free of charge, but will not be responsible for providing labor or the cost of labor for the removal of the defective part or parts, the installation of any replacement part or parts or for disposal costs of any part or parts. Replacement parts will be warranted for the balance of the original warranty. THIS WARRANTY IS EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES, WHETHER EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. The remedies hereby provided shall be the exclusive and sole remedies of the purchaser. Manufacturer shall not be liable for any direct, indirect, special, incidental or consequential damages. Manufacturer neither assumes nor authorizes any employee, representative or any other person to assume for Manufacturer any other liability in connection with the sale or use of the structures sold, and there are no oral agreements or warranties collateral to or affecting this agreement. The warranties stated above are valid only if the structures and/or equipment are erected in conformance with Aquatix by Landscape Structures’ installation instructions and maintained according to the maintenance procedures furnished by Aquatix by Landscape Structures Inc.; have been subjected to normal use for the purpose for which the goods were designed; have not been exposed to saltwater or salt spray; have not been subject to misuse, negligence, vandalism, or accident; have not been subjected to addition or substitution of parts; and have not been modified, altered, or repaired by persons other than Manufacturer or Manufacturer’s designees in any respect which, in the judgement of Manufacturer, affects the condition or operation of the structures. To make a claim, send your written statement of claim, along with the original job number or invoice number to: Aquatix by Landscape Structures Inc. 1101 McKinley Parkway, Delano, Minnesota, 55328-8605. Aquatix® by Landscape Structures Inc. (“Manufacturer”) warrants that all equipment sold will conform in kind and in quality to the specifications manual for the products identified in the Acknowledgment of Order and will be free of defects in manufacturing and material. Manufacturer further warrants: 25-Year Limited Warranty All stainless steel and fiberglass structures against defects in workmanship and materials. 5-Year Limited Warranty All brass and stainless steel components, including spray nozzles, spray caps and spray heads. Landing pad material against defects in workmanship and materials. Glass Fiber Reinforced Concrete (GFRC) structures or GFRC exterior defects—exclusion includes scale buildup, efflorescence, hairline cracks (defined by anything wider than a nickel in width) and spalling, flaking or wear and tear to paint coat due to traffic locations. 2-Year Limited Warranty All moving parts, finishes, hardware, polyurethane collars, acrylic and plastic panel attachments. HydroLogix® System components against defects in workmanship and materials. Does not cover any clouding of paint/clear coat due to improper chemicals, pool additives or pool cleaning products. High pressure power washing is NOT recommended on GFRC components. 1-Year Limited Warranty All mechanical system components against defects in workmanship and materials. Landing pad installation. All LED/Jumping Jet Can internal components. The environment near a saltwater coast can be extremely corrosive. Some corrosion and/or deterioration is considered “normal wear” in this environment. Product installed within 500 yards (457 meters) of a saltwater shoreline will only be covered for half the period of the standard product warranty, up to a maximum of five years, for defects caused by corrosion. Products installed in direct contact with saltwater or that are subjected to salt spray are not covered by the standard warranty for any defects caused by corrosion. This warranty does not include any cosmetic issues or wear and tear from normal use of the product, or misuse or abuse of the product. It is valid only if the product is erected to conform with Aquatix’ installation instructions and maintained according to the maintenance procedures furnished by Aquatix by Landscape Structures Inc. 2024 Aquatix® Product Warranty You have our word. President Terms of Sale PRICING: Aquatix by Landscape Structures’ list prices do not include delivery and handling charges. Prices are subject to change without notice. TERMS: To tax-supported institutions and those with established credit: net 30 days from the date of the invoice; 1.5% per month thereafter; freight charges are prepaid and applied to the invoice. TAXES: Aquatix by Landscape Structures’ list prices do not include applicable taxes, if any. WEIGHTS: Weights are approximate and may vary. DELIVERY: If delivery of the equipment is by common carrier, and there is damage or a shortage, notify the carrier at once and sign delivery documents provided by the carrier noting the damage or shortage. Most products are delivered on large pallets and will require a forklift or similar equipment to unload as a unit on the site. INSTALLATION: All products are delivered unassembled and packaged with recyclable materials. For a list of factory-certified installers in your area, please contact your Landscape Structures Aquatix consultant. SERVICE: We have knowledgeable, qualified aquatic consultants throughout the world who are available to help you before, during and after the sale. Aquatix by Landscape Structures has splash pad designers with 2-D and 3-D drawing capabilities that can design a splash pad that meets not only your needs, but ASTM, CPSC standards and the Model Aquatic Health Code as well. RETURN POLICY: As an indication of our commitment to our customers, Aquatix by Landscape Structures will accept returns of new structures and/or new equipment purchased within 60 days of the original invoice date. Advance notification is necessary to ensure proper credit. Parts not included in this return policy are custom parts, as well as used or damaged parts. A 20% restock fee plus all return freight charges will apply to all product returns. NOTE: All parts are subject to inspection upon return. Parts returned damaged may not receive a full credit. For this reason, it is important that all returned parts are properly packaged to prevent damage while in transit. Please contact your Landscape Structures Aquatix consultant for the shipping address. PRODUCT CHANGES: Because of our commitment to safety, innovation, and value, we reserve the right to change specifications at any time. CUSTOM STRUCTURES: Aquatix by Landscape Structures creates detailed sculptures and all final products are done to the best of our abilities within the manufacturing time span we have to create such products. It should be clearly understood that the finished products may vary slightly from any drawing or reference pictures shown throughout the concept process. Changes can be made for any of the following reasons: ASTM standards, best and safe practices for play environments, age range of user group, structural concerns to include shipping, handling and placement of sculptures, appropriate and adequate space for plumbing and nozzle locations. PLEASE CONTACT US AT: Aquatix by Landscape Structures Inc. 1101 McKinley Parkway Delano, MN 55328-8605 888.438.6574 (inside the U.S.A.) 763.972.5200 (outside the U.S.A.) aquatix@playlsi.com 1101 McKinley Parkway • Delano, MN 55328-8605 • 888.438.6574 • 763.972.5200 • aquatix.playlsi.com ©2024 Landscape Structures Inc. All rights reserved. #810-0033 Failure to observe the above precautions could result in serious bodily injury and/or damage to property and equipment General Installation Guidelines • Safety First! Always use personal protective equipment such as, but not limited to, eye protection, respirator, protective clothing, sturdy footwear and fall protection when installing this equipment. • Please thoroughly read and understand the installation instructions before beginning installation. Please call Aquatix toll free at 877- 632-0503 if you have any questions or concerns about installing this equipment. • Always use caution when handling and uncrating structure to avoid personal injury or damage to product. • Protect all finished surfaces from damage during assembly and erection. • Use caution and wear appropriate personal protective equipment when drilling holes in concrete for anchoring stud installation. Follow all manufacturer instructions when using epoxy kit included with structure. • Use caution and wear proper personal protective equipment when working on ladders or scaffolding during installation to avoid personal injury or damage to equipment. • To prevent equipment damage or personal injury, removal of the nozzle assembly of all above ground structures and ground spray effects is required during both the start-up and winterization procedure. Failure to observe the above precautions could result in serious bodily injury and/or damage to property and equipment Page 1 of 3 OPERATION & MAINTENANCE OF PLAY FEATURES 1.0 Description of Operation The correct operation of your aquatic play feature requires adequate water flow as shown on the attached “Standard Layout” drawing(s) for the equipment supplied on this project. In the event that water flow appears to be sporadic or nonexistent check the following items. A. To prevent equipment damage or personal injury, make certain that any residual pressure is relieved in the system piping before troubleshooting. B. Check the equipment for visible pipe blockage (i.e., debris, foreign objects, etc.) at the water discharge point on your play feature. C. Check the flow control valve position(s) to ensure that flow to the feature has not been disabled. D. Check the pump that supplies water to the play feature to ensure that it is operating properly and that the hair/lint strainer is not plugged. Operating personnel are responsible for periodically sampling water discharge of the play feature and testing for safe operating levels. Determination of safe operating levels should be based on local building and health codes that are applicable within the geographic region where the equipment is installed. 2.0 Periodic maintenance and Cleaning In addition to local regulations regarding water sample requirements additional mechanical inspections are required to ensure the safe operation of this equipment. Inspection: Each aquatic play feature must be rigorously inspected to ensure safe operating conditions. The recommended normal inspection schedule must include the following items: Failure to observe the above precautions could result in serious bodily injury and/or damage to property and equipment Page 2 of 3 IMPORTANT: VISUALLY NSPECT THE EQUIPMENT ON A DAILY BASIS FOR: 1. Signs of vandalism/wear/damage/loose or missing components that would make the equipment unsafe. 2. Loose or missing fasteners (nuts, bolts, clamps, cables, screws, etc.). 3. Equipment damage (improperly secured, worn, missing, or damaged structures, support arms, brackets, protective covers, base skirts, handles, nozzles, etc.). 4. Equipment malfunction (loose, missing, worn, damaged equipment components). 5. If component replacement is required, replace with new component of same type/design. DO NOT REUSE COMPONENT. 6. It is not recommended to re-use flange mounting gaskets. 7. To prevent damage or personal injury, removal of the nozzle assembly of all above ground structures and ground spray effects is required during start-up and winterization procedures. Cleaning: Periodically clean exterior surfaces of equipment to remove scale or salt build-up using a non-abrasive cleaner suitable for fiberglass products. (The cleaning supplies are normally available at most home care centers and hardware stores.) A. Washing the Equipment 1. Hose off heavy dirt or grime from equipment. 2. Mix washing solution and water per manufacturer’s instructions. 3. Apply to equipment with clean wash mitt, sponge, or 100% cotton cloth. 4. Rinse off with clean water. 5. Dry with a 100% cotton cloth. B. Waxing the Equipment (*Equipment finish should be clean, dry, and cool.*) 1. Use a soft, damp terry cloth towel or suitable applicator to apply. 2. With a damp applicator, massage product into finish. Use sparingly. 3. Allow to dry thoroughly to a powdery haze. 4. Remove haze with a soft, dry terry cloth or microfiber towel. 5. Turn towel frequently for best buffing action. Local operating conditions will dictate the frequency of scheduled equipment cleaning. Failure to observe the above precautions could result in serious bodily injury and/or damage to property and equipment Page 3 of 3 3.0 Start-up and Winterization To prevent equipment damage or personal injury, removal of the nozzle assembly of all above ground structures and ground spray effects is required during start-up and winterization procedures. If product and associated mechanical system (supply line, drain line, header, pumps, filters, etc) requires winterization, it is to be performed by either a qualified contractor or qualified maintenance personnel trained in proper winterization procedures. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2023 Maintenance Product Maintenance Maintenance for splash pads is very important. Depending on the type of system you have the maintenance is different. Product maintenance is also very important. Each aquatic play feature must be rigorously inspected to ensure safe operating conditions. Important: Visually inspect the equipment on a daily basis for: 1. Signs of vandalism/wear/damage/loose or missing components that would make the equipment unsafe. 2. Loose or missing fasteners (nuts, bolts, clamps, cables, screws, etc.). 3. Equipment damage (improperly secured, worn, missing, or damaged structures, support arms, brackets, protective covers, base skirts, handles, nozzles, etc.). 4. Equipment malfunction (loose, missing, worn, damaged equipment components). 5. If component replacement is required, replace with new component of same type/design. DO NOT REUSE COMPONENT. 6. It is not recommended to re-use flange mounting gaskets. 7. To prevent damage or personal injury, removal of the nozzle assembly of all above ground structures and ground spray effects is required during start-up and winterization procedures. Cleaning Periodically clean exterior surfaces of equipment to remove scale or salt build-up using a non-abrasive cleaner suitable for fiberglass products. (The cleaning supplies are normally available at most home care centers and hardware stores.) A. Washing the Equipment 1. Hose off heavy dirt or grime from equipment. 2. Mix washing solution and water per manufacturer’s instructions. 3. Apply to equipment with clean wash mitt, sponge, or 100% cotton cloth. 4. Rinse off with clean water. 5. Dry with a 100% cotton cloth. B. Waxing the Equipment (*Equipment finish should be clean, dry, and cool.*) 1. Use a soft, damp terry cloth towel or suitable applicator to apply. 2. With a damp applicator, massage product into finish. Use sparingly. 3. Allow to dry thoroughly to a powdery haze. 4. Remove haze with a soft, dry terry cloth or microfiber towel. 5. Turn towel frequently for best buffing action. Local operating conditions will dictate the frequency of scheduled equipment cleaning. Page 1 Recommended Products - Strike Out Water Spot Remover by Renegade Products Follow manufacturers instructions. -Lime Away 5 parts water to 1 part Lime Away. Rinsing with clear water. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2023 Maintenance Touch up Paint 1. Substrate should be free of grease, oil, dirt, fingerprints, rust, scale, oxidation, any contamination, and surface passivation treatments to ensure optimum adhesion and coating performance properties using the cleaning method described in step A above. 2. If product(s) have been in use in the field and a damp cloth is not effective in cleaning rust, scale or oxidation, use a 50/50 mix of vinegar and water to clean the surface to be painted. 3. Paint comes in 2 parts. Unmixed paint has a shelf life of 2 years. Paint should be stored indoors in the sealed container it’s received in. Store touch up paint containers at temperatures 40-120 deg. Fahrenheit. 4. Paint must be mixed prior to applying. Please refer to the safety Data sheet provided with paint for details around hazards, safety, handling and other characteristics. 5. All Products should be installed prior to applying paint as it dries quickly once mixed. Once mixed, paint has a pot life of 2 hours or until it hardens. 6. Create a 5:1 (paint: catalyst) mixture. To achieve the correct ratio, pour 1/4oz catalyst/hardener into the colored paint bottle. (supplied bottles all have 1oz of product. Bottles of catalyst/hardener can catalyze 4 bottles of colored paint) This will create 1-1/4oz of mixed paint for touching up products. 7. Shake paint container well to mix. 8. Apply sparingly and in only damaged areas using application brush included with paint. Best practice is to touch up products all at once at the end of the day. Allow 12 hours to dry before use. *Recirculation System Enclosures only: Touch up paint using provided aerosol spray cans. Step by Step Process: Page 2 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 1© 2023 GFRC Maintenance Manual Maintenance, Repair, and Warranty Guidance • Concrete elements require routine inspections and regular maintenance. • Maintenance & Repair Kits are available for crack filling and patching minor chips, efflorescence maintenance, and touch-up painting/graffiti removal. Contact your local Aquatix representative to order for your specific needs. • Hairline cracks in concrete are typical. Maintenance and Repair Kit Part Numbers 208848 – Tree Themed Concrete Patch and Paint Kit 209413 – Rock Themed Concrete Patch and Paint Kit 199561 – Concrete Custom Repair Kit Cleaning the Structure • Annual cleaning of GFRC products is recommended • Clean using non abrasive cleaners such as Lime Away or white vinegar to remove scale build up • If using Lime Away use 5 parts water to 1 part Lime Away. Rising with clear water as the scale comes off. • Finish with a car wax. This will also make cleaning easier in the future. Maintenance Index: • Page 2: Maintenance Repair Kit • Page 3: General Concrete Repairs • Page 4: Patching Cracks and Damaged Areas • Page 5 & 6: Large Concrete Repairs • Page 7: Efflorescence Repairs • Page 8 & 9: Paint Repairs 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 2© 2023 GFRC Maintenance Maintenance and Repair Kit ContentsThe maintenance and repair kit will contain some or all of the following materials as needed for the particular repair. 1. Concrete Maintenance and Repair Manual (# 271576) 2. Concrete Crack Seal – 5.5 oz. (PN 268026) 3. Fast Set Repair Mortar – 3 lbs. (PN 268027) 4. Fast Set Repair Mortar - 20 lbs. (PN 268031) 5. Acrylic Fortifier – 1 Quart (PN 268032) 6. Pints of Flat Latex Paint, as Needed: a. SW Antique Dirt (PN 268025-262) b. SW Plymouth Brown (PN 268025-263) c. SW Decatur Buff (PN 268025-264) d. SW Bramble (PN 268025-265) e. SW Requisite Gray (PN 268025-474) f. SW Palomino Decatur Buff (PN 268025-485) 7. 3M 550 FC Adhesive Sealant (PN 208843) 8. Foam Backer Rod 9. Nitrile Gloves 10. Tongue Depressors (Mixing Sticks) 11. Sponge 12. Paint Brushes 13. Mixing Cups 14. Plastic Mixing Cups 15. 40 Grit Sand Paper 16. Large Trash Bag 17. SDS Sheets Foam Backer Rod Fast Set Repair Mortar Crack Seal Acrylic Fortifier 3M 550 AdhesivePints of Typical Sherwin Williams Exterior Resilience Flat Latex Paints 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 3© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects General Concrete Repairs Please review all steps completely before beginning work. Many repairs can be completed in a couple hours and the playground will not normally need to close. Most repair ma-terials (patching compounds, paints) work best above 60°F. Repairs should be done when there is at least several hours before rain or heavy dewfall. Repair materials will cure MUCH faster above 80°F or in direct afternoon summer sun. It is best to work on a fair weather day in the morning. Work quickly, as the repair materials have a short working time. 1. Hairline cracks allow water in that can create further damage. (Figure 3a) 2. Fill small cracks with Crack Sealer using your finger. (Figure 3b) 3. Blend with a dry paint brush if needed. (Figure 3c) 4. When Crack is dry, touch up the paint per paint repair instructions. Figure 3a.Figure 3b.Figure 3c. 1. Remove loose materials and fiber. Use a hammer to knock away old or loose concrete. Ensure only sound material is left.(Figure 4a) 2. Blow off dust and remove all loose fibers and concrete chips. Wipe repair area with a water damp cloth. (Figure 4b Surface Prep Figure 4a.Figure 4b. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 4© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Prep surface per repair instructions. 2. In a cup, mix acrylic fortifier 1:1 with clean water. 3. In mixing cup slowly add fortifier/water mix to repair mortar until mortar is thick to a “doughy” or “peanut butter” consistency. 4. Wet the prepared repair area. 5. Apply mortar, working it into cracks with your fingers and/or an included paint brush. (Figure 5a) 6. Sculpt and texture the repair using tongue depressors and a paintbrush, matching the character and texture of the surrounding area. DON’T overwork the repair. (Figure 5b) 7. Allow to cure. On hot days mist with water and cover with a damp cloth. Small, shallow repairs may be ready after an hour or so. Larger, deeper repairs should be allowed to cure 24 hours. 8. Knock down rough or sharp areas with sand-paper. 9. Touch up paint per repair instructions. Patching Cracks and Damaged Areas Figure 5a.Figure 5b. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 5© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Prep surface per repair instruction. 2. Center the mesh panel over the hole and bend and trim with shears to contour of rock; use the hammer to help form the mesh so it fits nicely 3. Drill holes into the rock aligned with corners of the mesh. Start with two holes and install concrete anchors using a washer under each screw head. Add more concrete anchors until firmly attached. (Figure 6b) 4. Using the hammer, gently form the edges of mesh panel flat to the rock surface. Large Concrete Repairs Please review all steps completely before beginning work. For larger holes, an expanded metal mesh panel is needed to provide a substrate for the concrete patch material. In this case, these additional materials will be included in the repair kit: 1. Concrete Anchors with 5/32” Masonry Bit (PN 268037) 2. Stainless Steel ¼” Flat Washers (PN 100364) 3. Expanded Metal Mesh Panel (PN 194313) 4. Fast Set Repair Mortar - 20 lbs. (PN 268031 Figure 6a.Figure 6b. You will also need to supply: Drill or Hammer Drill Driver Bit for Drill Hammer Tin Snips or Metal Shears Water Mixing Bucket Installation of Mesh Panel 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 6© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Prep surface per repair instructions. 2. In a cup, mix acrylic fortifier 1:1 with clean water. 3. In mixing cup slowly add fortifier/water mix to repair mortar until mortar is thick to a “doughy” or “peanut butter” consistency. 4. Wet the prepared repair area. (Figure 7a) 5. Apply mortar, working it into cracks with your fingers and/or an included paint brush. (Figure 7b) 6. Sculpt and texture the repair using tongue depressors and a paintbrush, matching the character and texture of the surrounding area. DON’T overwork the repair. (Figure 7c & figure 7d) 7. Allow to cure. On hot days mist with water and cover with a damp cloth. Small, shallow repairs may be ready after an hour or so. Larger, deeper repairs should be allowed to cure 24 hours. 8. Knock down rough or sharp areas with sand-paper. 9. Touch up paint per repair instructions. Patching Cracks and Damaged Areas Figure 7a.Figure 7b.Figure 7c. Figure 7d.Figure 7e. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 7© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Sand and blow off any loose dirt, dust or debris. 2. Once clean and dry, fill any pinholes or cracks that are leaking efflorescence on the surface of the rock with the liquid crack sealer. Look for streams of efflorescence in particular—the efflorescence will appear to be “leaking” from holes in the product. (Figure 8a) 3. Crack sealer should be flush with the rest of the product— keep an eye out for drips and pinholes formed while crack sealer is curing.(Figure 8b) 4. Touch up paint per repair instructions. Efflorescence Maintenance Please review all steps completely before beginning work. Figure 8a.Figure 8b. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 8© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Using the paints provided in a touch-up kit, identify the color that best matches the repair area a. Start with the tan base color, called Decatur Buff, and add the darker colors as highlights and mottling. b. For a Graffiti repair, choose your colors more carefully as you are attempting to hide the tag, without drawing more attention to the area. c. Test the colors on the rock and allow them to dry so you can get some experience judging wet color vs. dry color. 2. Open can and stir paint well to eliminate separation and ensure consistency. 3. Using a clean board as a paint palette put a small amount of paint on board. 4. Lightly dab a brush into the paint. (Figure 9a) 5. Off to the side of that dab the brush one or two times removing excess paint. 6. Strategically dab the repair area, slowly “mottling” the coverage blending it into existing painted area. For larger repair areas, blend further into existing areas and take advantage of existing features on the piece to change color and intensity. (Figure 9b) 7. Rotating the brush direction, adjust pressure and manipulate the surface to “blend” the colors 8. Using small amounts of paint and subtle dab-bing will assist in a consistent look and blend easier with the pre- painted areas. 9. Stand back several times and assess progress; it is easy to do too much! 10. Use the other color, Plymouth Brown, to match the surrounding areas. DON’T do too much!Using one of the sponges from the kit, lightly blend any accent color to match existing paint.(Figure 9c) 11. Allow to dry past the “tack” stage. Paint Repairs Please review all steps completely before beginning work. When touching up paint, always remember “LESS IS MORE”. Begin with as little paint-work as possible and STEP BACK frequently to assess your progress. Rocks especially are quite easy to “over paint” – the factory finish is intentionally random and mottled. Figure 9a.Figure 9b. Painting the Colors Figure 9c. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com | Page 9© 2023 GFRC Maintenance • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects 1. Before beginning, dilute the Antique Dirt paint 1:1 with water. 2. Using a brush, dip into pre-diluted Antique Dirt wash and brush over touch up areas, and blend onto existing rock. (Figure 10a) 3. With a barely damp sponge or rag, dab off excess allowing dark color to settle into cracks and pits. This will give it an aged look. (Figure 10b) 4. Repeat as needed till it blends in with existing painted areas. Leave extra wash darker in crevices and cor- ners, as you see on the factory finish. (Figure 10c) 5. Allow to dry overnight before playing on equipment. Antique Dirt Wash - Final Step Figure 10a.Figure 10b.Figure 10c. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2020 Recirculation System Maintenance Spring Start Up: • Turn on water service for splash pad. • Remove winterization covers / plugs. • Clean structures and spray down pad. • Pump out and clean underground water tank. • Fill water tank with water to operating level. • Prepare all recirculation equipment for seasonal use. • Test equipment and controls for seasonal use. • Fill chemical feeders. • Turn on filtration skid system and chemically treat. • Turn on Feature pump and adjust spray flows. Labor= 2 x 8hrs= 16 man/hrs @ $35hr= $560 seasonal • Applies Aquatix’s standard surface mounting process, but also offers the ability to have a low profile mounting system without a base skirt • Often used in more urban and architectural settings • The plate comes with a blank cover so that when structures are removed there is no exposed hardware allowing the area to be utilized for other activities during off-seasons • Allows structures to be interchanged with ground spray effects Daily Maintenance: • Check chemical levels and adjust as needed. • Check / clean strainers if needed. • Check / clean / backwash filters if needed. • Check / clean water tank of debris if needed. • Check / clean splash pad area if needed. • Clear any nozzles of debris if needed. Labor= 2hrs per/day= 60hrs per/mnth @ $35hr= $2,100 month Chemicals Costs: $120 month Electrical Costs= 50kWh x 30days @ .12 per/kWh= $180 month Water Usage= 300 gal / day x 30 @ .005= $45 month Total: $2,445 month Winterization: • Drain water tank, all plumbing and equipment. • Pour non-toxic anti-freeze into all plumbing. • Install winterization covers / plugs. • Turn off water service. • Winterize equipment systems. Labor= 2 x 8hrs= 16 man/hrs @ $35hr= $560 seasonal Anti-freeze Costs= 20 gal @ $8 per/gal= $160 seasonal Total: $720 seasonal Budgets are estimated and based on owner using staff for all maintenance work. Water and electrical costs are based on National Avg. Product Specs Material Options Stainless Steel Dimensions 10'6" x 4'3" (3,23 m x 1,31 m) Splash Zone 15' 0" Dia. (4,57 m Dia.) Standard Flow Rate 5 GPM 18.93 LPM PSI 5 Product Overview Colorful acrylic panels create beautiful butterfly wings on this themed structure. The two continuous water streams gracefully form the antennae of the butterfly while cooling off kids standing below. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2019 Custom & Themes AquaFlier Product Specs Material Options Stainless Steel Dimensions 11' 1" x 5' 6" x 4' 4" (3,38 x 1,70 x 1,34 m) Splash Zone 15' Diameter (4,57 m Dia.) Standard Flow Rate 5 GPM 18.93 LPM PSI 5 Product Overview Similar to it’s cousin the AquaFlier, these colorful acrylic panels create beautiful dragonfly wings on this themed structure. Water gracefully streams from the two antennae of the dragon fly while providing a cooling fun for kids below. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2020 New Products DragonFlier FRONT VIEW Flow: 5 to 10 GPM Pressure: 5 PSI Supply Line: 1" Pipe Installation: Flange Mount to Concrete Height with Acrylic: 11'-2" DATA NOTES Structure: Stainless Steel Fabrication (see specification for details) Skirt Fiberglass Fabrication (see specification for details) Collar Urethane (see specification for details) Acrylic Accents (see specification for details) PRODUCT OPTIONS SPLASH ZONE Acrylic Accents TOP VIEW 1.Valve must be installed on supply line to regulate flow. 2.Shut off valve must be installed on drain line. 3.Concrete mounting surface for structure installation needs to be level and flat. 4.Supply line is based on the designated flow rates for structure. 5.Underground plumbing to be designed for winterization. 6.Consult local electrical inspector for grounding. 7.Concrete will need to be cured a minimum of 7 days before installing structure. 8.Product may require a strainer on the water feed line. consult with manufacturer. 9.Product specifications are subject to change. Splash Zone-Not to Scale Splash Zone Notes: Splash zones are approximate, actual splash may vary based on various environmental conditions, flow rates, slope of splash pad, submergence depth and wind. Base Skirt and Collar Cut off pipe flush w/ concrete Grounding Lug w/bonding wire Slope 1 8"/ft Water supply (For line size, refer to Data note) Thickened slab 5"10"5" Concrete slab must be flush and level 10'-5"Stainless SteelStructure Height3" Structure Acrylic Accents 5'-5" **Not for Construction** Dimensions are given for stainless steel structure. Acrylic accents may add to overall height Ø15'-0" DRAWN BY This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shall entitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees.SCALE DATE 1101 McKinley Parkway Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com JLS DRAGONFLIER 1/4"=1'-0"1/7/20 Product Specs Material Options Stainless Steel Dimensions 10' 0" x 6' 6" x 6' 6" (3,05 x 2,01 x 2,01 m) Splash Zone 20' 0" Diameter (6,09 m Dia.) Standard Flow Rate 10 to 15 GPM 37.85 to 56.78 LPM PSI 8 Product Overview Tropical fun no matter where you’re at. A continual stream of water runs from each of the three funnel shaped leaves, all while casting a beautiful shadow. This is a unique and elegant structure that provides a constant place of relaxation. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2020 New Products LeafCrown Product Specs Material Options GFRC Dimensions 3' 0" x 12' 8" x 1' 2" (0,91 m x 3,86 m x 0,35 m) Splash Zone 14' 8" x 3' 0" (4,47m x 0,91 m) Standard Flow Rate 10 GPM 37,85 LPM PSI 4 Product Overview Teach visitors to the splash pad about cause- and-effect with the nature-inspired AquaLogs. This interactive water feature is perfect for kids of all ages and abilities. As water flows down into each log, kids can use the lever in each one to close off the flow and watch the water fill up and spill over the side. And when they open the flow up again, they’ll watch how the water changes. This glass fiber reinforced concrete (GFRC) structure is ADA accessible. Note: This product requires longer lead time. Signature AquaLogs Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2021 Product Specs Material Options GFRC Dimensions 2'0" x 2'0" x 2'0" (0,61 x 0,61 x 0,61 m) Splash Zone 14' 0" Dia. (4,27 m Dia.) Standard Flow Rate 10 GPM 37,85 LPM PSI 5 Product Overview Add a touch of nature to your splash pad with the AquaRock Large. Sculpted from glass fiber reinforced concrete (GFRC), this nature- inspired rock is great for kids of all ages and abilities. Interchangeable nozzles are custom. Use one or more—available in two sizes—to create a aqua field of rocks. Signature AquaRock Large Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2021 Product Specs Material Options GFRC Dimensions 1'6" x 2'0" x 2'0" (0,46 x 0,61 x 0,61 m) Splash Zone 13' 0" Dia. (3,96 m Dia.) Standard Flow Rate 10 GPM 37,85 LPM PSI 5 Product Overview Add a touch of nature to your splash pad with the AquaRock Small. Sculpted from glass fiber reinforced concrete (GFRC), this nature- inspired rock is great for kids of all ages and abilities. Interchangeable nozzles are custom. Use one or more—available in two sizes—to create a aqua field of rocks. Signature AquaRock Small Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2021 Product Specs Material Options PVC, Stainless Steel Dimensions 5' 0" x 3' 6" (1,52 m x 1,10 m) Splash Zone 5' 0" x 8' 0" (1,52 m x 2,44 m) Standard Flow Rate 1 to 10 GPM 3.78 to 37.85 LPM PSI 3 Product Overview The Arch Jet is a ground spray element that emits a single stream of water arching outward. The feature flow rates can be adjusted to increase or decrease the spray height and projection. The Arch jet is designed for wet deck applications with no standing water. Ground Sprays Arch Jet Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2020 Product Specs Material Options PVC , Stainless Steel Dimensions Will Vary with Flow Rate Splash Zone 3' 0" Dia. (0,91 m Dia.) Standard Flow Rate 10 to 20 GPM 37.85 to 75.71 LPM PSI 5 Product Overview The Bubbler is a ground spray element that emits a low foaming mound of water. The feature flow rates can be adjusted to increase or decrease bubbler height and volume. The Bubbler is designed for wet deck applications with no standing water. Ground Sprays Bubbler Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2020 SPLASH ZONE Splash Zone-Not to Scale Splash Zone Notes: Splash zones are approximate, actual splash may vary based on various environmental conditions, flow rates, slope of splash pad, submergence depth and wind. WATER EFFECT 1'-6"APPROX.Bubbler Jet Pod level and flush w/ concrete Ø3'-0" NOTES 1.Product may require a strainer on the water feed line. Consult with manufacturer. 2.Do not exceed 20 feet per second velocity. 3.Product specifications are subject to change. Flow:10 GPM Pressure:4 PSI PRODUCT OPTIONS DATA Structure: Stainless Steel (see specification for details) TOP VIEW WATER NOZZLE SPANNER WRENCH HOLE (TYP) **Not for Construction** SEE MOUNTING OPTIONS DRAWN BY This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shall entitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees.SCALE DATE 877-632-0503 Local 952-445-5135 Fax 952-345-6444 aquatix.playlsi.com CTS STAINLESS STEEL BUBBLER NOZZLE NTS 1/10/19 Product Specs Material Options Stainless Steel Dimensions 1' 6" x 0' 3" (0,49 m x 0,09 m) Splash Zone 8' 0" Dia. (2,44 m Dia.) Standard Flow Rate 5 to 10 GPM 18.93 to 37.85 LPM PSI 4 Product Overview The Funnel Twist is a ground spray element that emits vertical streams of water in a twisting arching pattern. The Funnel Twist is designed for wet deck applications with no standing water. Ground Sprays Funnel Twist Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2023 Product Specs Material Options PVC , Stainless Steel Dimensions 2' 6" x 2' 0" (0,76 m x 0,61 m) Splash Zone 4' 6" Dia. (1,40 m Dia.) Standard Flow Rate 5 GPM 18.93 LPM PSI 3 Product Overview The Sea Crawler is a ground spray element that emits a single stream of water upward and four arching streams of water. The Sea Crawler is designed for wet deck applications with no standing water. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2019 Ground Sprays Sea Crawler Product Specs Material Options Stainless Steel Dimensions 10' 0" x 0' 2" (3,05 m x 0,05 m) Splash Zone 10' 0" Dia. (3,05 m Dia.) Standard Flow Rate 5 to 10 GPM 18.93 to 37.85 LPM PSI 6 Product Overview The Cat Tail Spray is a themed product that emits water from the top of a tall, slender, slightly flexible stainless steel tube with cat tail themed attachment. The user can wiggle the feature to project water in any direction. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2019 Custom & Themes Cat Tail Spray NOTES TOP VIEW Ø2" Structure 1.Valve must be installed on supply line to regulate flow. 2.Shut off valve must be installed on drain line. 3.Concrete mounting surface for structure installation needs to be level and flat. 4.Supply line is based on the designated flow rates for structure. 5.Underground plumbing to be designed for winterization. 6.Consult local electrical inspector for grounding. 7.Concrete will need to be cured a minimum of 7 days before installing structure. 8.Product may require a strainer on the water feed line. consult with manufacturer. 9.Product specifications are subject to change. FRONT VIEW **Not for Construction**10'-0"Cut off pipe flush with concrete 6" Base Skirt and Collar Ø2" Structure 8"5"5" Concrete slab must be flush and level Slope 18"/ft Water supply (For line size, refer to Data note) Grounding Lug w/bonding wire Thickened slab SPLASH ZONE Splash Zone-Not to Scale Splash Zone Notes: Splash zones are approximate, actual splash may vary based on various environmental conditions, flow rates, slope of splash pad, submergence depth and wind. Ø 1 0 ' - 0 " DATA PRODUCT OPTIONS Flow: 5 to 10 GPM Pressure: 5 PSI Supply Line: 1" Pipe Installation: Flange Mount to Concrete Structure: Stainless Steel Fabrication (see specification for details) Skirt Fiberglass Fabrication (see specification for details) Collar Urethane (see specification for details) DRAWN BY This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shall entitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees.SCALE DATE 1101 McKinley Parkway Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com MAM CAT TAIL SPRAY 1/4"=1'-0"12/28/18 Product Specs Material Options Stainless Steel Dimensions 7' 2" x 2' 8" x 5' 11" (2,19 m x 0,87 m x 1,56 m) Splash Zone 12' 0" x 10' 0" (3,66 m x 3,05 m) Standard Flow Rate 10 GPM 37.85 LPM PSI 15 Product Overview This group of three reed posts has a cat tail themed attachment. The structures emit fine water sprays onto users. Custom & Themes Reeds Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2021 Product Specs Material Options Fiberglass Dimensions 16' 6" x 7' 7" x 4' 4" (5,06 m x 2,35 m x 1,34 m) Splash Zone 25' 0" Dia (7,62 m Dia.) Standard Flow Rate 25 to 50 GPM 94.63 to 189.27 LPM PSI 7 Product Overview The Water Tower is a themed structure that emits water onto users below from a down spout connected to a 20 foot diameter tank. Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2019 Custom & Themes Water Tower DRAWN BY This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shall entitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees.SCALE DATE 1101 McKinley Parkway Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com PJB WATER TOWER 1/4"=1'-0"2/12/19 TOP VIEW FRONT VIEW3'-3"4'-4"4'-4"Ø6" Structure 10'-0"16'-6"Base skirt and Collar ***Not for Construction*** Cut off pipe flush w/ concrete (TYP)5"5" Concrete slab must be flush and level Thickened slab Slope 1 8"/ft Water supply (For line size, refer to Data note)8"NOTES DATA Flow: 25 to 50 GPM Pressure: 7 PSI Supply Line: (2) 1 12" Pipe Installation: Flange Mount to Concrete PRODUCT OPTIONS SPLASH ZONE 1.Valve must be installed on supply line to regulate flow. 2.Shut off valve must be installed on drain line. 3.Concrete mounting surface for structure installation needs to be level and flat. 4.Supply line is based on the designated flow rates for structure. 5.Underground plumbing to be designed for winterization. 6.Consult local electrical inspector for grounding. 7.Concrete will need to be cured a minimum of 7 days before installing structure. 8.Product may require a strainer on the water feed line. consult with manufacturer. 9.Product specifications are subject to change. Splash Zone-Not to Scale Splash Zone Notes: Splash zones are approximate, actual splash may vary based on various environmental conditions, flow rates, slope of splash pad, submergence depth and wind. Structure: Fiberglass Fabrication (see specification for details) Skirt Fiberglass Fabrication (see specification for details) Collar Urethane Fabrication (see specification for details) Ø25'-0" Product Specs Material Options Stainless Steel Dimensions 14' 0" x 5' 11" (4,27 m x 1,56 m) Splash Zone 15' 0" x 12' 0" (4,57 m x 3,66 m) Standard Flow Rate 15 to 25 GPM 56.78 to 94.63 LPM PSI 7 Product Overview The Water Wind Mill is a themed structure with wind mill attachments and emits a water jewel nozzle effects from three (3) armatures onto users below. Custom & Themes Water Wind Mill Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2023 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2018 MECHANICAL SYSTEM COMPONENTS Filtration Skid Filtration Skid to be UL listed system capable of filtration rates from 50 gpm to 300 gpm. Filtration Systems flow rate should be based on a minimum of 30 minute turnover rate. System equipment to be pre- plumbed using all schedule 80 PVC pipe & fittings, pre-wired and mounted on an epoxy painted steel skid with adjustable leveling legs. Skid system to have main motor control panel that will operate filtration pump, feature pump, water fill system, chemical treatment system, and collector box drain to waste valve. System to be tested prior to shipment. System may consist of the following components: • Epoxy painted steel skid with adjustable leveling legs. • Self priming filtration pump with integral hair and lint strainer. • Sand or Cartridge filter with pressure gauge and pressures/air relief valve. • Main system panel with GFCI breakers, time clocks, and needed relays. • Automatic chemical controller for monitoring and adjustment of Chlorine & pH. • Inline Pilot type flow meter. • Pump vacuum Gauge • Pump pressure Gauge • Flow Switch *Specific project splash pad filtration rates should be designed based on site conditions, source water quality, anticipated patron usage, environmental conditions, and hours of operation. Systems are designed for continuous operation, (24-hour, 7-days a week). All system designs should be based on local and State Health Department Regulations. Epoxy Painted Steel Skid Frame Multiport Valve "'--Adjustable Leveling Legs Frame Filtration Pump i--------5'-0" SQ. --------o-i Filtration Flow Rate: (Minimum divide water capacity by a factor of 30) Turnover: (Minimum 30-minutes) Main Power Supply: .. See Control Panel Product Information. Filter Suction Line Sizes: Filter Return Line Size: Note: -Above information is preliminary. ----'--gpm max ----'--mins. --�___ skimmer ---=___ main suet. --�--- inch Exact system requirements will need to be verified. E: -------::i -ALL DIMENSIONS ARE APPROXIMATE AND WILL NEED TO BE VERIFIED. _JUMBING REMOVED FOR CLARITY. -------------- UV System �UV Control Panel Filtration Pump � Automatic Chemical Treatment System .. This drawing is issued in confidence for W FI LT RAT IQ N SK ID engineering information only. This drawing shall ' • 1101 McKinley Parkway SAND W/ UV �:;r����=:����l��e�ft��:�:�da�=r���r"i:e�eto t • Delano, MN 55328 manufacture anything without direct written a q U a IX 877-632-0503 0---------�--------�--------1 permission from Aquatix. Unauthorized use shall ® Local 952-445-5135 KML 1/2"=1'-0" 9/21/16 ��!irtl i��:i��x;::,��r�:i����:�;�;��s��:���s. by landscape structures aquatix.playlsi.com DRAWN BY SCALE DA TE damage to reputation and attorney's fees. 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2024 MECHANICAL SYSTEM COMPONENTS Ultra Violet Disinfection Hayward Ultra Violet Disinfection unit to be a secondary sanitization system for recirculation system. UV system can be installed on filtration or feature pumping system. May Consist of: • Spare UV bulb • UV system control panel • Service valves • Strainer • Alarm output 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2018 MECHANICAL SYSTEM COMPONENTS © 201 Feature Skid to be UL listed system capable of flow rates from 250 gpm to 3000 gpm. System equipment to be pre plumbed using all schedule 80 PVC pipe & fittings and mounted on a epoxy painted steel skid with adjustable leveling legs. System to be tested prior to shipment. May consist of: • Self-Priming feature pump with hair and lint strainer. • Pump suction check valve and isolation valve. • Pump discharge isolation valve. • Pump vacuum gauge • Pump pressure gauge Feature Skid 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2021 MECHANICAL SYSTEM COMPONENTS Recirculation Distribution Manifold Distribution Manifolds are pre- plumbed water delivery systems from feature pumping system to water play features. Standard distribution manifolds consist of manual flow control valves that regulate water flow levels to each water element for on/off control systems. When creating water play zones or sequencing water play activities, standard distribution manifolds can be upgraded with electric valves or solenoid valves. May Consist of: • Schedule 80 Gas Welded PVC prefabricated manifold • Manual flow control valves • Electrical solenoid valves • Winterization blow out • Pressure gauge 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2019 MECHANICAL SYSTEM COMPONENTS Pre-Fabricated Water Reservoir Pre-Fabricated Water Reservoir tank is a pre- cast Concrete vessel with lockable access hatch, service ladder and required plumbing connection. Tanks manufactured of 5000 PSI concrete to meet ASTM C-913 & C-1227 standards. Tank size to be per project requirements based on splash pad feature flow rate, size of pad, and environmental surroundings. May consist of: • Pre-plumbed with interior suction and outlet fittings • Perimeter filtration return loop • Floating skimmer • Submersible pump for pumping out vault • Overflow line • Automatic water fill valve • All watertight mechanical and electrical penetration • White powder coated, plated access hatch Product Specs Material Options Stainless Steel Dimensions 3' 0" x 1'0" (3,05 m x 0,30 m) Splash Zone na Standard Flow Rate na PSI na Product Overview Get the water play fun started with the Aquavator! When kids touch the splash graphic a signal activates all of the splash pad features, or designed zoned areas. A touch button within the face of the activation bollard safely encapsulates a low voltage sensor. Mechanical Activation Devices Aquavator Aquatix® by Landscape Structures | 952.455.5135 | 877.632.0503 | aquatix.playlsi.com | © 2022 952.445.5135 | 877.632.0503 | www.aquatix.playlsi.com© 2018 MECHANICAL SYSTEM COMPONENTS Pump Start Control Panel A Pump Start Control Panel to be UL listed and used to control simple on/ off operations of pumps. To be UL listed and may consist of: • Dry contact for feature pump start • Operated by activation device • Time clock controls to set hours of operation and set duration time of activated devises •All NEMA rated components •NEMA 4 enclosure *All control panels are designed for specific projects 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2021 MECHANICAL SYSTEM COMPONENTS Collector Box Collector Box to consist of 18 inch diameter PVC sump for collection of splash pad recirculation water. Each collector box is capable of 250 gpm gravity drainage using a 6 inch drain pipe sloped at 1/8 inch per foot slope to water reservoir tank. May consist of: • Structural plastic grating. • Collector box to be blue Collector box to have an auto drain feature that will evacuate all water to waste when system is not in operation. This feature minimizes the potential for contamination of the underground reservoir tank. Collector Box Data: Note: -Above information is preliminary. Exact number of collector boxes needed for splash pad design based on total feature flow rate, size of splash pad, drainage needs for splash pad layout, and elevation/distance of collector box(s) to underground water reservoir tank. Max 250 GPM Gravity Flow Per Unit 516" max slot width Collector Box: Max. Gravity Model No.Flow Rate: (Per Box)Collector Box Lines: CB-250-6 250 gpm 6" Lines Note: -250gpm MAXIMUM drainage is based on a 1/4" per foot slope from 6" collector box drainage line to underground water reservoir tank connection. 1'-6" DIA Slope Encapsulate Collector Box in Thicken Concrete Slab Line to Drain to Waste Valve Box Slope 6" Sch. 80 PVC Socket Outlet Connection to Tank Top of Collector Box to be Flush with Concrete 1'-41316"1'-8"2'-0"5"2'-3"DECORATIVE GRATE COVER DRAWN BY This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shall entitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees.SCALE DATE 1101 McKinley Parkway Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com P.J. COLLECTOR BOX 3/4"=1'-0"9/21/16 952.445.5135 | 877.632.0503 | aquatix.playlsi.com© 2019 MECHANICAL SYSTEM COMPONENTS Rain Diverting Waste Valve Box The Rain Diverting Waste Valve Box is an electrical solenoid valve housed in a 100% recycled HDPE burial box that allows the collector box(s) to drain all water to waste when system is not in operation. Water to be evacuated through underground waste line from collector box through waste valve box to either site drainage area or waste. Waste valve box minimizes the potential for contamination of underground reservoir. Waste valve box size & quantity to be based on evacuating 1 inch rain fall per hour over entire splash pad drainage area. May consist of: • Structural foam HDPE resin that is resistant to UV light, weather, moisture and chemical action of soils • Burial box with removable lid • Motorized rain diverting valve • (2) Drain line connection ports SCALE 1:30 0 32.57 41.13 24.44 WET LEG CONCRETE BLOCK FOR DRAWING DETAIL ONLY 31.44 152.92 NOTES: LAYOUT TEMPLATES PROVIDED TO ENSURE PROPER PRODUCT LOCATIONS1. MARK AND DRILL HOLES FOR DROP IN ANCHORS THRU BASE FLANGES AFTER PLACING PRODUCTS IN TEMPLATES2. REMOVE TEMPLATE BEFORE FINAL PRODUCT INSTALLATION3. CUT PIPE STUB TO BE FLUSH WITH CONCRETE (DETAIL ON PAGE 2)4. EACH TROUGH MUST BE BONDED TO GROUND VIA ONE LEG OF EACH SET5. SCALE 1:16 EXCEPT WHERE NOTED6. REVISION HISTORY REV REV DESC DATE BY A RELEASED 7/13/2022 CMR B UPDATED TO MATCH NEW AX BOM FORMAT 3/10/2023 CMR C REPLACE TEMPLATES WITH NEW ONES 7/6/2023 CMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 310859 Aqua Log Tall Leg Weldment Painted 2 2 310864 Aqua Log Medium Leg Weldment Painted 2 3 310865 Aqua Log Small Leg Weldment Painted 2 4 312984 Aqua Log Tall Trough Assembly 1 5 312987 Aqua Log Short Trough Assembly 2 6 310815 Aqua Log Template 1 1 7 310822 Aqua Log Template 2 1 8 310825 Aqua Log Template 3 1 9 AQ300027 0.375in SS DROP-IN ANCHOR 24 10 AQ300285 3/8in X 7/8in FLAT WASHER SS 48 11 AQ300308 .375in 18-8 SST LOCK WASHER 24 12 127548 3/8-16 X 1 3/8 BHCS W/ PIN 24 13 310470 Aqua Log Gasket 2 14 AQ300290 1/4 FLAT WASHER 18-8 SS 6 15 AQ300291 1/4-20 FHN NUT 18-8 SS 3 16 AQ300151 COPPER SET SCREW GROUNDING LUG 3 17 AQ300292 1/4 LOCK WASHER 18-8 SS 3 18 127546 3/8-16 X 7/8 BHCS W/ PIN 24 19 AQ300428 3in X 0.375in THICK FOAM EPDM FLANGE GASKET 2 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY05/11/2022298705AquaLogs298705-C 1 3SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 41.50 9.50 41.50 9.50 41.50 AA LEG TO CONCRETE PLACEMENT SCALE 1:24 1 2 3 B SECTION A-A SCALE 1:24 DETAIL B ANCHORING DETAIL ONE GROUNING HARDWARE STACKUP PER PAIR OF LEGS SCALE 1 : 4 CUT PIPE STUB TO BE FLUSH WITH CONCRETE BEFORE PRODUCT INSTALLATION CONCRETE 11 10 9 1 16 8 ANCHORING GASKET ONLY UNDER 310859 (TALL LEGS) 1 12 14 12 15 13 GROUNDING HARDWARE STACKUP 160.00° REF 160.00° REF TEMPLATES ONLY FOR PRODUCT LAYOUT DETAIL SCALE 1:16 EXCEPT WHERE NOTED 3 1in SCH80 PVC WATER FEED PIPE FOR WET LEG TEMPLATES INTERLOCK FOR PROPER ALIGNMENT (3x) REMOVE TEMPLATES AFTER ALL DROP IN ANCHORS ARE INSTALLED FOR PRODUCT INSTALL1 2 C TROUGH ATTACHMENT SCALE 1:24 DETAIL C TROUGH ATTACHMENT DETAIL SCALE 1 : 8 18 10 1 13 4 GASKET ONLY GOES ON TOP OF 310859 (TALL LEGS) TEMPLATE FLANGE HOLES 1. OVERSIZED FOR PLACEMENT FOR ANCHORING, ATTACH 2. LEGS TO ASSEMBLIES AND PLACE ALL IN TEMPLATES HOLES MOVE PRODUCTS TO 3. DESIRED LOCATIONS AND MARK ANCHOR HOLE LOCATIONS THRU FLANGES OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY05/11/2022298705AquaLogs298705-C 2 3SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 SCALE 1:12 DD E SECTION D-D SCALE 1 : 8 NOZZLE IS ALREADY PRE-INSTALLED DETAIL E SCALE 1 : 4 3 4 2 6 5 1 NOTES: PADDLE ASSEMBLY DETAIL E1. TYP PADDLE ASSEMBLY ACROSS ALL TROUGHS2. SCALE 1:8 EXCEPT WHERE NOTED3. ITEM NO.PART NUMBER DESCRIPTION QTY. 1 341638 Upper Log Water Trough GFRC Finished 1 2 AQ300268 0.25in X 0.5in O.D. EPDM WASHER 2 3 AQ300364 1/4"-20 NUT NYLOCK SS 1 4 AQ300290 1/4 FLAT WASHER 18-8 SS 1 5 329230 Aqua Log Diverter Pre Assembly 1 6 329163 Aqua Log Paddle Washer 1 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY05/11/2022298705AquaLogs298705-C 3 3SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 PIPE FLUSHW/ CONCRETECONCRETE SLAB MUSTBE FLUSH AND LEVEL(BY OTHERS)STRUCTURE POST2 PIECEBASE SKIRTBONDING WIRE(BY OTHERS)GROUNDING LUGSLOPE 18"/FTSUPPLY PIPING, FORCORRECT SIZE REFER TOPRODUCT CUT SHEETTHICKEN SLAB, FORCORRECT DEPTH REFERTO PRODUCT CUT SHEETTYPICAL SKIRT SHOWNFOR ASSEMBLY AND INSTALLATIONDETAIL SEE:3"-6" POST: AQ100649 AND AQ1007918" OR LARGER POST: AQ1000691GASKET2" EXPOSED STUD 414 " HOLE DEPTHTHIS AREA OFCONCRETE MUST BE LEVELDRILL 3/4"Ø HOLEAND APPLY EPOXY,SEE NOTE 10ANCHORINGSTUDGROUNDING LUGW/ WASHERS & NUTTHREAD BONDING WIRETHROUGH FLANGEHOLE AND ATTACH TOGROUNDING LUGS.S. FLANGESTAINLESS STEELWASHERSTAINLESS STEELLOCK WASHERSTAINLESSSTEEL NUTLOWER SIDE S.S. SKIRTMOUNTING BRACKETHIGH SIDES.S. SKIRTMOUNTINGBRACKETINSTALLATION DRAWING TYPICAL S.S. STRUCTURE EPOXY ANCHOR11AQ100652NONEP.J.UPDATED NOTES AND CONCRETEA 2/5/2020AQ1006523/1/17OFJOB NODRAWN NO.REVISION DATEDWG. FILE DATECHECKED SHEET TITLE This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a thirdparty, or used to manufacture anything without directwritten permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees. 1101 McKinley Pkwy Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com 144 78 " GROUND/BOND LUG INSIDE WALL OF PIPE 2 3 1 REVISION HISTORY REV DESCRIPTION DATE BY B CONVERTED TO SOLIDWORKS 2/12/2019 KR C DRAWING NUMBER WAS AQ100706 3/10/2020 KMR D REVISED TO 11X17 SIZE SHEET 4/27/2020 KMR E ADDED PAINTED NUMBERS TO BOM 10/20/2021 KMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 300143 AQUAFLIER FABRICATION PAINTED 1 2 AQ400292-2 AQUAFLIER SMALL ACRYLIC 2 3 AQ400292-1 AQUAFLIER LARGE ACRYLIC 2 4 300160 AQUAFLIER SMALL WASHER PAINTED 2 5 300162 AQUAFLIER LARGE WASHER PAINTED 2 6 AQ400630 AQUAFLIER SMALL GASKET .0625in EPDM 4 7 AQ400629 AQUAFLIER LARGE GASKET .0625in EPDM 4 8 100353 3/8-16 BARREL NUT W/ PIN 12 9 127546 3/8-16 X 7/8 BHCS W/ PIN 12 10 AQ300286 0.5" NYLON WASHER 12 11 AQ300363 3/8" NYLON WASHER 12 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKRCHK BY02/12/2019AQ100858AQUAFLIER INSTALLAQ100858-E 1 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 9 7 3 7 5 6 264 8 ACRYLIC INSTALL SCALE 1:5 10 10 11 11 ITEM NO.PART NUMBER DESCRIPTION QTY. 1 300143 AQUAFLIER FABRICATION PAINTED 1 2 AQ400292-2 AQUAFLIER SMALL ACRYLIC 2 3 AQ400292-1 AQUAFLIER LARGE ACRYLIC 2 4 300160 AQUAFLIER SMALL WASHER PAINTED 2 5 300162 AQUAFLIER LARGE WASHER PAINTED 2 6 AQ400630 AQUAFLIER SMALL GASKET .0625in EPDM 4 7 AQ400629 AQUAFLIER LARGE GASKET .0625in EPDM 4 8 100353 3/8-16 BARREL NUT W/ PIN 12 9 127546 3/8-16 X 7/8 BHCS W/ PIN 12 10 AQ300286 0.5" NYLON WASHER 12 11 AQ300363 3/8" NYLON WASHER 12 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKRCHK BY02/12/2019AQ100858AQUAFLIER INSTALLAQ100858-E 2 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 125 7/16" 133 13/16" NOTES: STAINLESS STEEL STRUCTURE, ACRYLIC ACCENTS STRUCTURE MUST BE BONDED/GROUNDED PAGE 2: TAIL SEGMENT ACRYLIC ACCENT ATTACHMENT DETAIL PAGE 3: REAR WING ACRYLIC ACCENT ATTACHMENT DETAIL PAGE 4: FRONT WING ACRYLIC ACCENT ATTACHMENT DETAIL REVISION HISTORY REV REV DESC DATE BY B REVISED WINGS 10/6/2020 KMR C UPDATED BOM TO CURRENT PART NUMBERS 4/5/2021 KMR D 7/8" LONG HARDWARE AT WING MOUNTS WAS 5/8" LONG 6/1/2021 KMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 AQ200825 DRAGONFLIER FABRICATION PAINTED 1 2 287866 DRAGONFLIER ACRYLIC TAIL SEGMENT 4 3 AQ402130 DRAGONFLIER WING REAR GASKET .0625 EPDM 2 4 AQ402129 DRAGONFLIER WING FRONT GASKET .0625 EPDM 2 5 AQ402359 DRAGONFLIER WING REAR WASHER 11GA 304SS PAINTED 2 6 287869 DRAGONFLIER REAR WING .5in ACRYLIC 2 7 AQ402358 DRAGONFLIER WING FRONT WASHER 11GA 304SS PAINTED 2 8 287868 DRAGONFLIER FRONT WING .5in ACRYLIC 2 9 100353 3/8-16 BARREL NUT W/ PIN 26 10 AQ300285 3/8in X 7/8in FLAT WASHER SS 26 11 AQ300286 1/2" NYLON WASHER 26 12 127545 3/8-16 X 5/8 BHCS W/ PIN 14 13 AQ300348 1/4-20 X 1.00in SST BHCS HEX SKT SECURITY SCREW 4 14 AQ300290 1/4 FLAT WASHER 18-8 SS 4 15 AQ300268 0.25in X 0.5in O.D. EPDM WASHER 4 16 AQ300299 1/4" NYLON WASHER 4 17 127546 3/8-16 X 7/8 BHCS W/ PIN 12 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKMRCHK BY08/12/2020AQ100999DRAGONFLIER INSTALLATION ASSEMBLYAQ100999-D 1 4SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 13161/4" BOLT & NYLON WASHER 2 15 14 ACRYLIC ACCENT EPDM WASHER SS FLAT WASHER ATTACHMENT NOTES: USE ANTI-SIEZE ON THREADED CONNECTIONS1. ACRYLIC TAIL ACCENTS NEST TOGETHER2. ACRYLIC TAIL ACCENTS HAVE SLOTTED HOLE3. TO ADJUST FORWARD/BACKWARD POSITION START AT END AND WORK IN TOWARDS BODY MAIN PIPE4. LOOSELY ATTACH ALL 4 PIECES, THEN WORK 5. BACK THROUGH THEM TO FINISH TIGHTEN DO NOT OVERTIGHTEN AT RISK OF CRACKING ACRYLIC PIECE6. THE NESTING MAY CAUSE THE ACRYLIC PIECES TO DEFLECT SLIGHTLY,7. THE RUBBER WASHER WILL COMPRESS TO ACCOMODATE TAIL SEGMENTS ACRYLIC ACCENT ATTACHMENT DETAIL OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKMRCHK BY08/12/2020AQ100999DRAGONFLIER INSTALLATION ASSEMBLYAQ100999-D 2 4SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 1710 5 3 6 911 (3X) 3/8" X 7/8" BHCS & SS FLAT WASHER (1X) PAINTED DECORATIVE WASHER (1X) EPDM GASKET (1X) ACRYLIC ACCENT (6X) 3/8" BARREL NUT & NYLON WASHER REAR WING ACRYLIC ACCENT ATTACHMENT DETAIL REPEAT FOR BOTH SIDES (2X) 1210(3X) 3/8" X 5/8" BHCS & SS FLAT WASHER OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKMRCHK BY08/12/2020AQ100999DRAGONFLIER INSTALLATION ASSEMBLYAQ100999-D 3 4SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 17 10 7 4 8 9 11 (3X) 3/8" X 7/8" BHCS & SS FLAT WASHER (1X) PAINTED DECORATIVE WASHER (1X) EPDM GASKET (1X) ACRYLIC ACCENT (7X) 3/8" BARREL NUT & NYLON WASHER FRONT WING ACRYLIC ACCENT ATTACHMENT DETAIL REPEAT FOR BOTH SIDES (2X) 10 12 (4X) 3/8" X 5/8" BHCS & SS FLAT WASHER OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKMRCHK BY08/12/2020AQ100999DRAGONFLIER INSTALLATION ASSEMBLYAQ100999-D 4 4SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 A DETAIL ASCALE 1 : 8TYP(3) 5 6 3 24 1 8 7 120 14 " BONDING LUG INSIDE PIPE NOTES: THICKEN CONCRETE SLAB UNDER PRODUCT1. VERIFY LOCAL CODES FOR TYPE, THICKNESS, AND REINFORCEMENT REQUIREMENTS FOR CONCRETE 2. SLAB, CONCRETE TO BE RATED FOR 4000 PSI MINIMUM A VALVE MUST BE INSTALLED ON THE SUPPLY LINE TO REGULATE FLOW3. WINTERIZATION TO BE PERFORMED BY A TRAINED TECHNICIAN FAMILIAR WITH PROPER WINTERIZATION 4. PROCEDURES STRUCTURE MUST BE BONDED AND GROUNDED5. FORMED ACRYLIC LEAF IS SANDWICHED BETWEEN GASKETS TO PREVENT STRESS FRACTURES6. USE ANTI-SEIZE LUBRICANT ON ALL THREADED FASTENERS7. CUT-OFF STUB PIPE FLUSH WITH CONCRETE SURFACE8. REVISION HISTORY REV REV DESC DATE BY A RELEASED 5/27/2020 CMR B UPDATE FILE NAME TO AQ100843 6/8/2020 CMR C UPDATED ACRYLIC PART NUMBER ON BOM, REVISED DRAWING VIEWS AND NOTES 7/1/2021 KMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 AQ200829 LEAFCROWN FABRICATION PAINTED 1 2 293491 LEAFCROWN FORMED ACRYLIC COMPLETE 3 3 AQ402363 LEAFCROWN ACRYLIC WASHER 11GA SS PAINTED 3 4 AQ402025 LEAFCROWN EPDM WASHER 0.0625in 6 5 100353 3/8-16 BARREL NUT W/ PIN 9 6 AQ300286 1/2" NYLON WASHER 9 7 127546 3/8-16 X 7/8 BHCS W/ PIN 9 8 AQ300363 3/8" NYLON WASHER 9 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY05/27/2020AQ100843LEAFCROWNAQ100843-C 1 1SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 121 3/4" SKIRT NOT SHOWN ANCHOR USING PROVIDED EPOXY ANCHOR KIT (OR OPTIONAL MOUNTING STAND)GROUND/BOND LUG NOTES: STRUCTURE MUST BE BONDED AND GROUNDED1. USE ANTI-SEIZE ON STAINLESS STEEL FASTENERS2. SCALE 1:153. REVISION HISTORY REV REV DESC DATE BY A RELEASED 4/15/2022 KMR B REPLACED PVC CAT TAIL WITH SS VERSION 1/31/2023 CMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 323582 Cat Tail Spray Weldment Painted 1 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDKMRCHK BY04/15/2022AQ101225CAT TAIL SPRAYAQ101225-B 1 1SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 FRONT VIEW 3 2 1 71.00 32.00 35.50 NOTES: REEDS SETUP AS DRAWING FRONT VIEW SHOWS: 1.TALL REED IN MIDDLE, MEDIUM REED ON LEFT, SHORT REED ON RIGHT2.ANCHORING & NOZZLE DETAIL ON PAGE 23.STRUCTURES MUST BE BONDED AND GROUNDED, USE LUG INSIDE OF EACH LEG4.SCALE 1:15 EXCEPT WHERE NOTED5. REVISION HISTORY REV REV DESC DATE BY A RELEASED 2/9/2021 CMR B REVISED TO 4-HOLE FLANGE 11/17/2021 KMR C UPDATED REEDS LAYOUT TO MATCH CUTSHEET SPACING 4/3/2023 CMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 285581 SHORT REED ASSEMBLY 1 2 285585 MEDIUM REED ASSEMBLY 1 3 285625 TALL REED ASSEMBLY 1 4 AQ300345 5/8" X 1 1/2" FLAT WASHER SS 12 5 AQ300476 0.625-11 X 1.5in SS HEX SOCKET BHCS 12 6 282520 5/8in DROP IN ANCHOR 12 7 AQ300428 3in X 0.375in THICK FOAM EPDM FLANGE GASKET 3 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY02/09/2021285575REEDS285575-C 1 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 A DETAIL AANCHORING DETAIL SAME FORALL REED STRUCTURESSCALE 2 : 15 5 4 6 7 B DETAIL BALL NOZZLE THREADEDINTO NOZZLE CUPSCALE 2 : 15 3 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY02/09/2021285575REEDS285575-C 2 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 65.64 168.50 75.25 NOTES: ANTI-SIEZE SS THREAD CONNECTIONS BEFORE INSTALLATION1. ACRYLIC ATTACHMENT DETAIL ON PAGE 22. NOZZLE INSTALLATION ON PAGE 23. USE TEMPALATE TO HELP LOCATE PRODUCT LOCATION4. SCALE 1:25 EXCEPT WHERE NOTED5. REVISION HISTORY REV REV DESC DATE BY A RELEASED 12/5/2022 CMR B CHANGED FROM AUTOCAD TO SW 1/25/2023 CMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 320783 Water Wind Mill Weldment Painted 1 2 320282 Water Wind Mill Fan Blades 1 3 320283 Water Wind Mill Tail 1 4 320310 Water Wind Mill Tail Flange Painted 1 5 320865 Water Windmill Tail EPDM Gasket 2 6 320844 Water Windmill Fan Blades EPDM Gasket 1 7 AQ300172 O-RING 75A DUROMETER VITON SIZE -136 3 8 AQ401753 JUNIOR WATER JEWEL SS - FROM BLANKS AQ401749 3 9 AQ300349 1/4-20 X 1.25in SST BHCS HEX SKT SECURITY SCREW 6 10 AQ300350 1/4-20 X 1.50in SST BHCS HEX SKT SECURITY SCREW 5 11 AQ300299 1/4" NYLON WASHER 6 12 AQ300290 1/4 FLAT WASHER 18-8 SS 5 13 320803 Water Wind Mill Template 1 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY12/05/2022AQ100475Water WindmillAQ100475-B 1 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 A B C SCALE 1:20 13 DETAIL A SCALE 1 : 4 1 5 3 5 4 12 10 DETAIL B SCALE 1 : 10 9 11 6 12 DETAIL C SCALE 1 : 4 8 7 1 OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRCHK BY12/05/2022AQ100475Water WindmillAQ100475-B 2 2SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 SLOPE 18"/ftWATER SUPPLY(REFER LINE SIZETO DATE NOTE)SKIRT ASSEMBLYTHIS AREA OFCONCRETE MUST BE LE9ELOFJOB NODRAWN NO.REVISION DATEDWG. FILE DATECHECKED SHEET TITLE This drawing is issued in confidence for engineering information only. This drawing shall remain the property ofAquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees. 1101 McKinley Pkwy Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.comINSTALLATION DRAWING TYPICAL FRP STRUCTURE EPOXY ANCHOR11AQ100650NONEP.J.UPDATED CONCRETEA 5/1/2020AQ1006503/1/17 THIS AREA OF CONCRETE MUST BE LEVEL 334"EXPOSEDSTUD414" HOLEDEPTHDRILL Ø34" HOLE AND APPLY EPOXY, SEE NOTE 10 ANCHORING STUD GASKET STAINLESS STEEL WASHER STAINLESS STEEL LOCK WASHER STAINLESS STEEL NUT SEE 100649 FOR SKIRT ASSEMBLY AND INSTALLATION S.S. SKIRT MOUNTING BRACKET CONCRETE ELEVATION MUST BE THE SAME AT (4) LOCATIONS SUPPLY PIPES TO BE FLUSH W/ CONCRETE 2'-9" SKIRT AND COLLAR SLOPE 18"/ft WATER SUPPLY (FOR LINE SIZE , REFER TO DATA NOTE) 5" CONCRETE SLAB MUST BE FLUSH AND LEVEL 5"4'-9"8"THICKEN CONCRETE SLAB BY OTHERS 11"Ø (8) 7/8"Ø HOLES ON 9-1/2" B.C. OF JOB NODRAWNNO.REVISIONDATEDWG. FILEDATECHECKEDSHEET TITLEThis drawing is issued in confidence for engineeringinformation only. This drawing shall remain the property ofAquatix and may not be reproduced, disclosed to a thirdparty, or used to manufacture anything without directwritten permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user includingpreparation charges, lost profits, damage to reputation andattorney's fees.1101 McKinley PkwyDelano, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comINSTALLATION DRAWINGWATER TOWER ANCHOR BOLTS & SKIRTS3 2 AQ100238-2AS NOTEDMWPREVISED SKIRT AND COLLARAQ100238-27/13/07 OF JOB NOSCALEDRAWNNO.REVISIONDATEDWG. FILEDATECHECKEDSHEET TITLEThis drawing is issued in confidence for engineeringinformation only. This drawing shall remain the property ofAquatic Recreation Company LLC and may not bereproduced, disclosed to a third party, or used tomanufacture anything without direct written permissionfrom Aquatic Recreation Company LLC. Unauthorized useshall entitle Aquatic Recreation Company LLC to alldamages caused by such user including preparation charges,lost profits, damage to reputation and attorney's fees.877-632-0503Local 952-445-5135Fax 952-345-6444aquatix.playlsi.comLAYOUT DRAWINGWATER TOWER GRAPHIC1 1 071361"=1'-O"MWP100238-307/13/07EB 2'-9"10'-0"4'-0"16'-412"3'-0"10"1'-3"2'-0"3'-0"10'-1516""BULLET HOLES" (3) PLACES 4'-4" PLATFORM 4'-0" TANK 6" PIPE 4'-4" PLATFORM Slope 18"/ft Slope 18"/ft Water supply (For line size, refer to Data note) Water supply (For line size, refer to Data note) Water supply (For line size, refer to Data note) Slope 18"/ft INSTALLATION DRAWINGWATER TOWER3 1 AQ1002381/2"=1'-0"MWPREVISED SKIRT AND COLLARAAQ1002387/13/07OF JOB NODRAWNNO.REVISIONDATEDWG. FILEDATECHECKEDSHEET TITLEThis drawing is issued in confidence for engineeringinformation only. This drawing shall remain the property ofAquatix and may not be reproduced, disclosed to a thirdparty, or used to manufacture anything without directwritten permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user includingpreparation charges, lost profits, damage to reputation andattorney's fees.1101 McKinley PkwyDelano, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.com OF JOB NODRAWNNO.REVISIONDATEDWG. FILEDATECHECKEDSHEET TITLEThis drawing is issued in confidence for engineeringinformation only. This drawing shall remain the property ofAquatix and may not be reproduced, disclosed to a thirdparty, or used to manufacture anything without directwritten permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user includingpreparation charges, lost profits, damage to reputation andattorney's fees.1101 McKinley PkwyDelano, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comLAYOUT DRAWINGWATER TOWER SUPPLY PIPING3 3 AQ100238-3AS NOTEDP.J.REVISED SKIRT AND COLLARAAQ100238-27/13/072" MAIN WATER SUPPLY TIE INTO TO FRONT 2 LEGS (should run 2 separate lines) 2'-9" SQ.2'-9" SQ.WATER FEED LEG WATER FEED LEG FRONT OF WATER TOWER 3'-101116 "3' - 1 0 1116"4'-9" SQ. CONCRETE4'-9" SQ. CONCRETE INSTALLATION DRAWING AQUAVATOR11AQ100658SEE VIEWS CTS AQ100658 3/23/17 JOB NODRAWN NO.REVISIONDWG. FILE DATECHECKED SHEET TITLE This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a third party, or used to manufacture anything without direct written permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees. 1101 McKinley Pkwy Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com 37.334 12.078 9.000 NOTES: INSTALL STRUCTURE TO PLAY SITE USING INSTALLATION KIT1. SCALE 1:8 EXCEPT WHERE NOTED2. REVISION HISTORY REV REV DESC DATE BY B UPDATE TO MATCH NEW BULLDOG ASSEMBLY 12/1/2021 CMR ITEM NO.PART NUMBER DESCRIPTION QTY. 1 AQ200963 AQUAVATOR ASSEMBLY 1 THIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDCRAQ10079812/01/2021DATEDWG FILECHECKEDDRAWNSHEET TITLEOF 1 1 AQUAVATORAQ100798-BSCALEPART NO FRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 ERUTAVRUC OT NGILA SYAWLA STEKCARB TEKCARB HGIH HTIW ECAFRUS EGNALF EHT TA ERUTCURTS FO SUIDAR EDISNI EHT OT DENGILA ENALP ERUTAVRUC EPIP SUIDAR EDISTUO MORF DEWEIV ERAWDRAH GNITNUOM LACIPYT SRENETSAF WOLEB DECALP TEKCARB SUIDAR EDISTUOSUIDAR EDISNI TEKCARB WOLTEKCARB HGIH TUN EGAC NOITALLATSNI TRIKS LACIPYT :ETON SRALLOC HTIW STRIKS ROF GNITNUOM LACIPYT STESSUG DNA SUIDAR HTIW YRAV YAM ERUTCURTS ENALP ERUTAVRUC HTIW YRAV YAM ERUTCURTS :1 PETS .ERUTCURTS HTIW DETNUOM STEKCARB TRIKS HGIH DNA WOL .ERUTCURTS FO SUIDAR EDISNI OT TEKCARB HGIH .ERUTCURTS FO SUIDAR EDISTUO OT TEKCARB WOL .EPIP EHT FO ERUTAVRUC HTIW ENALP NI DETNUOM ERA STEKCARB HTOB .DELLATSNI-ERP EMOC STOLS TEKCARB NI STUN EGAC A-197001QA NOITALLATSNI TRIKS WEN LACIPYT NOITCURTSNI 1 5 ELTIT TEEHS ON TRAP MM YB KHC FO DETON SA 197001QA 8102/72/11 ETADELIF GWDDEKCEHCNWARDELACS 3050-236-778 5315-544-259 LACOL 4446-543-259 XAF moc.islyalp.xitauqa ROF ECNEDIFNOC NI DEUSSI SI GNIWARD SIHT GNIWARD SIHT .YLNO NOITAMROFNI GNIREENIGNE CITAUQA FO YREPORP EHT NIAMER LLAHS EB TON YAM DNA CLL YNAPMOC NOITAERCER RO ,YTRAP DRIHT A OT DESOLCSID ,DECUDORPER TCERID HTIW GNIHTYNA ERUTCAFUNAM OT DESU NOITAERCER CITAUQA MORF NOISSIMREP NETTIRW ELTITNE LLAHS ESU DEZIROHTUANU .CLL YNAPMOC LLA OT CLL YNAPMOC NOITAERCER CITAUQA GNIDULCNI RESU HCUS YB DESUAC SEGAMAD OT EGAMAD ,STIFORP TSOL ,SEGRAHC NOITARAPERP .SEEF S'YENROTTA DNA NOITATUPER TUNEGAC 02-"4/1 NOITALLATSNI TRIKS LACIPYT ECALP NI DLOH OT WERCS ENO EHT NETHGIT ,DERETNEC SI TRIKS ECNO TRIKS FO EDIS WOL :ETON SUIDAR DNEB EDISTUO OT DENGILA .ERUTCURTS FO :2 PETS .WERCS DAEHTALF X1 HTIW FLAH TRIKS EDIS WOL LLATSNI RETNEC DNA ESAB ERUTCURTS EHT DNUORA TRIKS ECALP .LAEDI SI TUOTUC TRIKS EHT DNUORA PAG NEVE NA .EPIP EHT HTIW .STOLS TEKCARB NI DELLATSNI-ERP STUN EGAC 02-"4/1 A-197001QA NOITALLATSNI TRIKS WEN LACIPYT NOITCURTSNI 2 5 ELTIT TEEHS ON TRAP MM YB KHC FO DETON SA 197001QA 8102/72/11 ETADELIF GWDDEKCEHCNWARDELACS 3050-236-778 5315-544-259 LACOL 4446-543-259 XAF moc.islyalp.xitauqa ROF ECNEDIFNOC NI DEUSSI SI GNIWARD SIHT GNIWARD SIHT .YLNO NOITAMROFNI GNIREENIGNE CITAUQA FO YREPORP EHT NIAMER LLAHS EB TON YAM DNA CLL YNAPMOC NOITAERCER RO ,YTRAP DRIHT A OT DESOLCSID ,DECUDORPER TCERID HTIW GNIHTYNA ERUTCAFUNAM OT DESU NOITAERCER CITAUQA MORF NOISSIMREP NETTIRW ELTITNE LLAHS ESU DEZIROHTUANU .CLL YNAPMOC LLA OT CLL YNAPMOC NOITAERCER CITAUQA GNIDULCNI RESU HCUS YB DESUAC SEGAMAD OT EGAMAD ,STIFORP TSOL ,SEGRAHC NOITARAPERP .SEEF S'YENROTTA DNA NOITATUPER SPILC GNINIATER LEETS SSELNIATS DEDEEN FI TOLS NEDIW YLTNEG 2 : 1 ELACS A LIATED DELLATSNI YLLUF EDIS REWOL TRIKS PETS SIHT TA RALLOC REWOL FLAH PILC GNINIATER TEKSAG MDPE A :3 PETS .FLAH TRIKS REWOL NO RALLOC TRIKS REWOL LLATSNI .SPILC LEETS SSELNIATS )DELLATSNI-ERP( OWT YB ECALP NI DLEH SI RALLOC SIHT ."A LIATED" NI NEES SA FLAH TRIKS EHT FO PIL EHT DNUORA TIF SPILC EHT NEDIW OT SLOOT DNAH ESU ,SSALGREBIF NI SNOITAIRAV OT EUD THGIT OOT ERA SPILC EHT FI .GNIDNEB EVISSECXE HTIW EGAMAD TON OT ERAC EKAT ,TOLS PILC NI PAG .RALLOC NI DETRESNI-ERP TEKSAG .ERUTCURTS OT PAG ESOLC OT RALLOC NI STIF TEKSAG MDPE NOITALLATSNI TRIKS LACIPYT :ETON .TRIKS EHT MORF TFIL TON TUB YLTHGILS ERUTCUTS DNUORA ETATOR DLUOHS RALLOC TNEMECALP RALLOC EROFEB WERCS TRIKS REWOL EHT NETHGIT OT LACITIRC A-197001QA NOITALLATSNI TRIKS WEN LACIPYT NOITCURTSNI 3 5 ELTIT TEEHS ON TRAP MM YB KHC FO DETON SA 197001QA 8102/72/11 ETADELIF GWDDEKCEHCNWARDELACS 3050-236-778 5315-544-259 LACOL 4446-543-259 XAF moc.islyalp.xitauqa ROF ECNEDIFNOC NI DEUSSI SI GNIWARD SIHT GNIWARD SIHT .YLNO NOITAMROFNI GNIREENIGNE CITAUQA FO YREPORP EHT NIAMER LLAHS EB TON YAM DNA CLL YNAPMOC NOITAERCER RO ,YTRAP DRIHT A OT DESOLCSID ,DECUDORPER TCERID HTIW GNIHTYNA ERUTCAFUNAM OT DESU NOITAERCER CITAUQA MORF NOISSIMREP NETTIRW ELTITNE LLAHS ESU DEZIROHTUANU .CLL YNAPMOC LLA OT CLL YNAPMOC NOITAERCER CITAUQA GNIDULCNI RESU HCUS YB DESUAC SEGAMAD OT EGAMAD ,STIFORP TSOL ,SEGRAHC NOITARAPERP .SEEF S'YENROTTA DNA NOITATUPER WERCS DAEH-NOTTUB REHSAW NOLYN WERCS DAEHTALF DNUORA DERETNEC EB DLUOHS TRIKS :ETON TRIKS EHT FO GNINEPO EHT TA ERUTCURTS :4 PETS .TRIKS SSALGREBIF FO EDIS HGIH LLATSNI .)ESOOL YLTHGILS EVAEL( TEKCARB EDIS-HGIH EHT OT TRIKS EHT SDLOH WERCS DAEHTALF 02-"4/1 ENO .REHTEGOT SFLAH TRIKS EHT DNIB SREHSAW NOLYN HTIW SWERCS DAEH-NOTTUB 02-"4/1 OWT .DELLATSNI SI TRIKS EHT NEHW ERAWDRAH ELBISIV YLNO EHT EB DLUOHS SWERCS EDISTUO OWT ESEHT .DAEHTALF EHT EROFEB SWERCS DAEH-NOTTUB EDISTUO EHT NETHGIT ,NI ERA SWERCS EERHT LLA ECNO .TRIKS SSALGREBIF EHT FO TNEMEVOM SSECXE TNEVERP OT HGUONE THGIT TSUJ EB DLUOHS DAEHTALF NOITALLATSNI TRIKS LACIPYT A-197001QA NOITALLATSNI TRIKS WEN LACIPYT NOITCURTSNI 4 5 ELTIT TEEHS ON TRAP MM YB KHC FO DETON SA 197001QA 8102/72/11 ETADELIF GWDDEKCEHCNWARDELACS 3050-236-778 5315-544-259 LACOL 4446-543-259 XAF moc.islyalp.xitauqa ROF ECNEDIFNOC NI DEUSSI SI GNIWARD SIHT GNIWARD SIHT .YLNO NOITAMROFNI GNIREENIGNE CITAUQA FO YREPORP EHT NIAMER LLAHS EB TON YAM DNA CLL YNAPMOC NOITAERCER RO ,YTRAP DRIHT A OT DESOLCSID ,DECUDORPER TCERID HTIW GNIHTYNA ERUTCAFUNAM OT DESU NOITAERCER CITAUQA MORF NOISSIMREP NETTIRW ELTITNE LLAHS ESU DEZIROHTUANU .CLL YNAPMOC LLA OT CLL YNAPMOC NOITAERCER CITAUQA GNIDULCNI RESU HCUS YB DESUAC SEGAMAD OT EGAMAD ,STIFORP TSOL ,SEGRAHC NOITARAPERP .SEEF S'YENROTTA DNA NOITATUPER WERCS YTEFAS DAEH-NOTTUB REHSAW NOLYN RALLOC TRIKS EDIS-HGIH TEKSAG MDPE :5 PETS SWERCS DAEH NOTTUB 02-"4/1 OWT HTIW RALLOC TRIKS EDIS-WOL OT DEHCATTA SI RALLOC TRIKS EDIS-HGIH .SREHSAW NOLYN "4/1 OWT DNA .TNEMNGILA OTNI SEVLAH RALLOC EHT GNIRB LLIW YEHT DENETHGIT ERA SWERCS SA .GNINETSAF EHT RETFA ELBISIV EB DLUOHS SPAG ON .SESSECER RALLOC NI SWERCS GNINETHGIT ELIHW TNIAP EHT EGAMAD TON OT ERAC EKAT .GNILLATSNI EROFEB FLAH RALLOC OTNI TEKSAG MDPE TIF .LAIRETAM TEKSAG YB DEREVOC EB LLIW ERUTCURTS OT RALLOC MORF SPAG LLA .TNEMEVOM ELTTIL YREV RO ,ENON EVAH DLUOHS RALLOC DNA TRIKS ,DELLATSNI YLLUF NEHW ERUTCURTS FO SUIDAR EDISNI OT FLAH TRIKS HGIH OT RALLOC HGIH* ERUTCURTS FO SUIDAR EDISTUO OT FLAH TRIKS WOL OT RALLOC WOL* NOITALLATSNI TRIKS LACIPYT A-197001QA NOITALLATSNI TRIKS WEN LACIPYT NOITCURTSNI 5 5 ELTIT TEEHS ON TRAP MM YB KHC FO DETON SA 197001QA 8102/72/11 ETADELIF GWDDEKCEHCNWARDELACS 3050-236-778 5315-544-259 LACOL 4446-543-259 XAF moc.islyalp.xitauqa ROF ECNEDIFNOC NI DEUSSI SI GNIWARD SIHT GNIWARD SIHT .YLNO NOITAMROFNI GNIREENIGNE CITAUQA FO YREPORP EHT NIAMER LLAHS EB TON YAM DNA CLL YNAPMOC NOITAERCER RO ,YTRAP DRIHT A OT DESOLCSID ,DECUDORPER TCERID HTIW GNIHTYNA ERUTCAFUNAM OT DESU NOITAERCER CITAUQA MORF NOISSIMREP NETTIRW ELTITNE LLAHS ESU DEZIROHTUANU .CLL YNAPMOC LLA OT CLL YNAPMOC NOITAERCER CITAUQA GNIDULCNI RESU HCUS YB DESUAC SEGAMAD OT EGAMAD ,STIFORP TSOL ,SEGRAHC NOITARAPERP .SEEF S'YENROTTA DNA NOITATUPER 863 3/8" 61 2 7/16" 532 1/16" 742 15/16" 401 9/16" 542 1/8" 6L (RED)6H (RED)4H (BLUE) 4L (BLUE) 3L (WHITE)3H (WHITE) FLANGE 3" HIGH SIDE FLANGE 3" LOW SIDE FLANGE 6" LOW SIDE FLANGE 6" HIGH SIDE FLANGE 4" HIGH SIDE FLANGE 4" LOW SIDE AQ400377 AQ400376 AQ400379 AQ400378 AQ400381 AQ400380 SKIRT SIDE FLANGE SIDE SKIRT SIDE FLANGE SIDE SKIRT SIDE FLANGE SIDE SKIRT SIDE FLANGE SIDE SKIRT SIDE FLANGE SIDE FLANGE SIDE SKIRT SIDE SKIRT MOUNTING BRACKETS FOR 6", 4", AND 3" PIPE DIAMETER STRUCTURES ALL SIDE VIEWS ARE 1:1. USE ONLY FOR IDENTIFICATION. DIMENTIONS IN INCHES AND [MM] REVISION HISTORY REV REV DESC DATE BY A RELEASED 9/29/2017 MCM B UPDATED TO CURRENT 10/12/2020 KMR OF PART NOSCALEDRAWNCHECKEDDWG FILEDATETHIS DRAWING IS ISSUED IN CONFIDENCE FOR ENGINEERING INFORMATION ONLY. THIS DRAWING SHALL REMAIN THE PROPERY OF AQUATIC RECREATION COMPANY LLC AND MAY NOT BE REPRODUCED, DISCLOSED TO A THIRD PARTY, OR USED TO MANUFACTURE ANYTHING WITH DIRECT WRITTEN PERMISSION FROM AQUATIC RECREATION COMPANY LLC. UNAUTHORIZED USE SHALL ENTITLE AQUATIC RECREATION COMPANY LLC TO ALL DAMAGES CAUSED BY SUCH USER INCLUDING PREPARATION CHARGES, LOST PROFITS, DAMAGE TO REPUTATION AND ATTORNEY'S FEES.877-632-0503LOCAL 952-445-5135aquatix.playlsi.comAS NOTEDMCMCHK BY09/29/2017AQ100678SKIRT BRACKET IDENTIFICATIONAQ100678-B 1 1SHEET TITLEFRACTIONS 1/32" DECIMALS .015 WHOLE ANGLES .5 DECIMAL ANGLES .25 2167511129138103ASSEMBLED SKIRT 34414INSTALLATION DRAWING SKIRT ASSEMBLY AND11AQ100649NONEP.J.AQ100649 3/1/17OFJOB NODRAWN NO.REVISION DATEDWG. FILE DATECHECKED SHEET TITLE This drawing is issued in confidence for engineering information only. This drawing shall remain the property of Aquatix and may not be reproduced, disclosed to a thirdparty, or used to manufacture anything without directwritten permission from Aquatix. Unauthorized use shallentitle Aquatix to all damages caused by such user including preparation charges, lost profits, damage to reputation and attorney's fees. 1101 McKinley Pkwy Delano, MN 55328 877-632-0503 Local 952-445-5135 aquatix.playlsi.com ITEM DESCRIPTIONPART #QTY112" SST FLANGE VARIES 12SST STRUCTUREVARIES1 3SKIRT, LOW SIDE MTG BRACKETAQ1006781 4SKIRT, HIGH SIDE MTG BRACKETAQ1006781 5 58" SS ANCHOR STUD504108658" SS LOCK WASHER710758*758"-11 SS HEX NUT7071788SKIRT, LOW SIDEVARIES19SKIRT, HIGH SIDEVARIES110COLLAR ASSEMBLYVARIES11114" NYLON WASHER90295A44021214"-20x114 SS SECURITY HEX PAN HEADBS04C0040SSH20021314"-20x114"SS SECURITY HEX FLAT HEADFS04C0040SSH200214EPDM 14" THK COLLAR INSERT GASKETVARIES2NOTES:*EPOXY ANCHOR INSTALLATION SHOWN. MOUNTING FIXTURE INSTALLATIONS USE BOLTS INSTEAD OF ANCHOR STUDSINSTALLATION SEQUENCE1. INSTALL MOUNTING BRACKETS, 180° APART2. INSTALL HIGH SIDE SKIRT3. CLIP COLLAR HALF INTO HIGH SIDE SKIRT4. INSTALL LOW SIDE SKIRT5. BOLT REMAINING COLLAR HALF TO INSTALLED HALF 200 DESCRIPTION DESCRIPTION AMPS POLES VA # A B # VA AMPS POLES 40 2 NEW IRRIGATION WELL ( 1 1/2HP) 2400 1 2760 2 360 RCPTS: WEST SMALL PAVILION (BID ALT #2) 20 1 - - ---- 2400 3 2400 4 SPARE 20 1 20 1 RCPT: GARDEN PEDESTAL 180 5 180 6 SPARE 20 1 20 1 RCPT: GARDEN PEDESTAL 180 7 180 8 SPARE 20 1 20 1 RCPT: GARDEN PEDESTAL 180 9 180 10 SPARE 20 1 11 0 12 13 0 14 15 0 16 17 0 18 19 0 20 21 0 22 23 0 24 25 0 26 27 0 28 29 0 30 31 0 32 33 0 34 35 0 36 37 0 38 39 0 40 41 0 42 3120 2580 TOTAL LOADS: 5700 VA DEMAND 24 AMPS PANEL PAV1 AMPS MB 240/120V VOLT 1 PHASE 3 WIRE SURFACE MOUNTING 22,000 AIC BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER 200 DESCRIPTION DESCRIPTION AMPS POLES VA # A B # VA AMPS POLES 20 1 RCPT: MEDIUM PAVILION 360 1 360 2 SPARE 60 3 20 1 RCPT: PROMENADE PAVILION 360 3 360 4 ---- - - 20 1 RCPT: EAST SMALL PAVILION 360 5 360 6 ---- - - 20 1 SPARE 7 0 8 SPARE 30 3 20 1 SPARE 9 0 10 ---- - - 20 1 SPARE 11 0 12 ---- - - 20 2 IRRIGATION WELL NORTH EAST (2HP) 1248 13 1248 14 - - ---- 1248 15 1248 16 20 2 IRRIGATION WELL NORTH WEST (2HP) 1248 17 1248 18 - - ---- 1248 19 1248 20 21 0 22 23 0 24 25 0 26 27 0 28 29 0 30 31 0 32 33 0 34 35 0 36 37 0 38 39 0 40 41 0 42 3216 2856 TOTAL LOADS: 6072 VA DEMAND 25 AMPS PANEL PAV2 AMPS MB 240/120V VOLT 1 PHASE 3 WIRE SURFACE MOUNTING 22,000 AIC BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER 225 DESCRIPTION DESCRIPTION AMPS POLES VA # A B C # VA AMPS POLES 20 2 WEST PARKING LOT LIGHTING 1 4160 2 4160 PRE-FAB BUILDING ELECTRICAL PANEL 50 2 ------3 4160 4 4160 ------ 20 1 SPARE 5 4160 6 4160 AMPHITHEATER PEDESTAL 50 2 20 1 SPARE 7 4160 8 4160 ------ 20 1 SPARE 9 1248 10 1248 IRRIGATION WELL (2HP) 20 2 20 1 SPARE 11 1248 12 1248 ------ 20 1 SPARE 13 0 14 SPARE 20 1 15 0 16 17 0 18 19 0 20 21 0 22 23 0 24 25 0 26 27 0 28 29 0 30 31 0 32 33 0 34 35 0 36 37 0 38 39 0 40 41 0 42 8320 5408 5408 TOTAL LOADS: 19136 VA DEMAND: 53 AMPS PANEL RR AMPS MLO 208Y/120V VOLT 3 PHASE 4 WIRE SURFACE MOUNTING 22,000 AIC BREAKER CIRCUIT PHASE LOADS CIRCUIT BREAKER ©©© ©© © © © ©1 1 1 1 1 1 1 1 ONE-LINE DIAGRAM NOTES A fSTUB A 4”C OUT 5’-0” FROM PAD AND BUSH AND TAG END FOR UTILITY CO. PRIMARY. COORDINATE WITH UTILITY CO. PRIOR TO INSTALLATION.0 4ONE (1) 4” CONDUIT. CONDUCTORS BY UTILITY COMPANY. COORDINATE SIZE, QUANTITY AND LOCATION WITH UTILITY CO. PRIOR TO INSTALLATION.©CDS225A FEEDER, PROVIDE (4) #4/0 CU. + (1) #4 CU. GRD. CONDUCTORS WITHIN A 2 1/20 CONDUIT. DISCONNECTS TO FEED FUTURE SPLASH PARK EQUIPMENT©ENGINEERING MECHANICAL & ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN, MT 5974 1 (406) 282.7082 WWW.CDSIENGINEERING.COM I200A FEEDER, PROVIDE (3) #3/0 CU. + (1) #6 CU. GRD. CONDUCTORS WITHIN A 2” CONDUIT.0NEUTRAL TERMINAL BAR LOCATED IN MAIN DISCONNECT. MATCHING DISCONNECT MANUFACTURER TYPE. AMPHITHEATHER PEDESTAL (1) 50A 14-50R (1) 30A TT-30R (1) 20A 5-20R SIMILAR TO GE: ’U075CP601 O’ 0 I#1 CU PRE-FAB RESTROOM BUILDING50A FEEDER, PROVIDE (3) #1/0 CU. + (1) #1 CU. GRD. CONDUCTORS WITHIN A 2” CONDUIT.0GROUND TERMINAL BAR LOCATED IN MAIN DISCONNECT. MATCHING DISCONNECT MANUFACTURER TYPE.0 0 050A FEEDER, PROVIDE (3) #8 CU. + (1) #10 CU. GRD. CONDUCTORS WITHIN A 10 PANEL RR 225A MLO 208Y/120V 3PH. 3W. 42 SPACE INTEGRAL RESTROOM BUILDING PANEL 208/120V 1 PH. 3W.oCONDUIT.CURRENTTRANSFORMERCABINET 208Y/120V 3PH. 4W. 600A NEMA ’3R’ #4 CU #1 CU #1 CU #1 CU #1 CU #6 CU J J J200A 200A 200AMETERMAIN MAIN MAIN COORDINATE FINAL ELECTRICAL LOAD WITH FINAL SHOP DRAWINGS. BREAKER BREAKER BREAKER 22,000 AIC NEMA 3R NEMA 3R NEMA 3R PROVIDE 6” THICK CONCRETE PAD FOR UTILITY CO. PAD MOUNT TRANSFORMER. COORDINATE EXACT DIMENSIONS WITH UTILITY CO. BEFORE POURING INCLUDING BLOCK OUTS. *ACONCRETEENCASEDELECTRODE(UFER) COLD WATERNATURAL GAS FIRE SPRINKLER PIPE BOND 0£PIPE PIPE PAD MOUNT TRANSFORMER BY UTILITY COMPANY BUILDINGSTEEL GROUNDROD(S)©LU0 o <0 < NOTE: GROUND AND BOND PER THE NATIONAL ELECTRICAL CODE NFPA 70 (LATEST EDITION) AND ALL APPLICABLE CODES AND STANDARDS Oa.O'coz>QBUILDING EXTERIOR INTERIOR BUILDING EXTERIOR INTERIOR CLABOVE GROUND >- < DC[1 ABOVE GROUND OLUUNDER GROUND NUNDER GROUND O c/3 00 30LU>■<DC1ELECTRICAL SERVICE GROUNDING DETAIL oO>- LUE3.0 /NO SCALE IO'Q LU oTO UTILITY ccGROUND AS REQUIRED BY UTILITY COMPANY N1GROUND PER THE ELECTRICAL GROUNDING DETAIL AND ALL NEC CODE REQUIREMENTS O'LU <oOO§GO o Q.CLQQ<DCLU2ELECTRICAL ONE-LINE DIAGRAM PRE-FAB RESTROOM BUILDING §CDO oE3.0/ N0 SCALE COo©200A METER MAIN W/ 42 SPACES OF DISTRIBUTIONo 240/120V 1 PH. 3W.METER WITH(1) 200A/2P BREAKERSPROVIDE 6” THICK CONCRETE PAD FOR UTILITY CO. PAD MOUNT TRANSFORMER. COORDINATE EXACT DIMENSIONS WITH UTILITY CO. BEFORE POURING INCLUDING BLOCK OUTS. REFER TO PANEL SCHEDULE(S) FOR BRANCH CIRCUIT(S)PAD MOUNT TRANSFORMER BY UTILITY COMPANY ABOVE GROUND ^yU.S\ •%% UNDER GROUND 0 GROUND PER THE ELECTRICAL GROUNDING DETAIL AND ALL NEC CODE REQUIREMENTS f¥VfScott T. s *S-qSfed* No. 29029 Elders seestg©TO UTILITY GROUND AS REQUIRED BY UTILITY COMPANY1 3 ELECTRICAL ONE-LINE DIAGRAM PANEL 'PAV1' AND 'PAV2' E3.0/ NO SCALE ISSUE DATE: 02/09/18 REVISIONS #DATE DESCRIPTION © REVIEWED:DRAWN: ConstructionDocuments PROJECT NUMBER: 5404CD5■D COLU co ELECTRICALONE-LINEDIAGRAMS CNICD LU coCMCD <CJ ©CL OLU CL<Q. SHEET NUMBER>-CL O E3.0(J) 00C C\l Q.® CO D-O CO - O " oo CL CNJ Q_ LO CDli T T T T T T T TO © © © © © © © ©©COPYRIGHT DESIGNWORKSHOP, INC. © © © © ©©© © ©1 1 1 1 1 1 1 1 A f2. Seal conduit penetrations in fire rated walls using fire-sealing caulk approved by a Nationally Recognized Testing Laboratory.3. Seal conduit penetrations in non-rated walls using masonry materials that match the wall construction.4. Fire seal between recessed outlet boxes located on opposite sides of a fire rated wall if the box openings are over 16 square inches and the boxes are less than 24 inches apart. B. Conduits indoors in hazardous areas, encased in concrete floor slabs or subjected to water, physical damage or abuse shall be galvanized rigid steel (RS) or intermediate metal conduit (IMC) with cast or malleable iron threaded fittings and bushings. C. Conduits outdoors shall be galvanized rigid steel or intermediate metal conduit with cast or malleable iron threaded fittings and bushings. D. Conduits encased in concrete underground shall be Type DB PVC with matching fittings. E. Conduits direct buried underground shall be Schedule 40 PVC with matching fittings. F. Final connections to motors, transformers and equipment subject to vibration or removal for maintenance shall be 1/2” minimum liquid tight flexible metallic conduit with steel liquid tight fittings. Transformer connections may be non-liquid tight flexible metallic conduit in electrical rooms only. G. Connections to other recessed devices, (including communication outlet boxes, junction or pull boxes, etc) shall be with standard conduit of the type appropriate for the wall construction. 1.4 BOX REQUIREMENTS A. Provide sheet steel outlet boxes, extensions, and plaster rings for EMT, flexible metalconduit, and MC cable. B. Provide cast or malleable iron outlet boxes and covers for galvanized rigid steelconduits, intermediate metal conduits, and liquid tight flexible metal conduits. C. Boxes shall be sized for all conductors and devices to be contained within. Boxextensions shall not be used to correct for undersized boxes. A single extension may be used as follows only if all free conductors extend at least 3 inches outside of the extension opening. 1. On boxes being flush mounted in masonry walls. 2. On existing boxes in walls that are being furred out.3. On existing boxes for connecting to an existing circuit.4. On fire alarm, security and clock system boxes where required by the systemmanufacturer’s instructions. SECTION 260513 - MEDIUM, LOW AND CONTROL VOLTAGE CABLES General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260526 — Grounding and Bonding for Electrical2. Section 260533 — Electrical Materials and Methods 3.3 CLEANING PART 1SECTION 260500 - ELECTRICAL GENERAL REQUIREMENTS 4C. Labels, stickers, etc., shall be removed and the entire installation left in a clean, usable condition.PART 1 General 1.1 GENERAL SUPPLEMENTARY AND OTHER CONDITIONS OF THE CONTRACT A. The general, supplementary and other Conditions of the Contract and the General Requirements (Division 1) are hereby made a part of this section. 1.2 INTENT OF PLANS AND SPECIFICATIONS A. The plans and specifications contemplate the complete installation of the systemdescribed so that at the conclusion of the construction, the systems will be turned over to the owner complete and ready for safe, efficient operation. The plans andspecifications cannot deal individually with the many minute items which may be required by the nature of the systems. The contractor shall be obliged to furnish and install all such items normally included on systems of this type, which while not mentioned directly herein, are obviously essential to the installation and operation of the system and which are normally furnished on quality installations of this type. B. The drawings are partly diagrammatic and do not necessarily show exact location of conduit unless specifically dimensioned. Riser and other diagrams are schematic and do not necessarily show the physical arrangement of the equipment. They shall not be used for obtaining quantities or lineal runs of conduit. C. In receiving bids, it will be assumed that each bidder has made a thorough inspection of the conditions and is familiar with all conditions affecting the extent or cost of this work. Claims for extra payments as a result of failure to examine the conditions prior to submitting the bid will not be allowed. 1.3 ELECTRONIC COPIES OF DOCUMENTS A. Electronic drawing files are available for construction coordination upon written request to the architect or engineer for a cost of $100 per drawing. A written release waver will be required to be signed by the entity requesting the drawing(s). Upon receipt of signed waver and payment of drawing fee, electronic files will be delivered. Regardless of files delivered, it is the responsibility of the recipient to field verify all conditions prior to the fabrication or installation of any work. 1.4 CODES, ORDINANCES, PERMITS, AND FEES A. Comply with all state and local codes and ordinances applying to the work specified herein. Attention is directed in particular to the NATIONAL ELECTRIC CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL ELECTRICAL MANUFACTURERS INSTITUTE (NEMA), INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE), INTERNATIONAL BUILDING CODE (IBC), UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS), INTERNATIONAL ENERGY CONSERVATION CODE (IECC), MANUFACTURERS INSTRUCTIONS AND/OR ANY AUTHORITY HAVING JURISDICTION, and local regulations concerning the specified electrical, lighting and special systems equipment. B. Make application for, obtain and pay for all required permits and certificates of inspection for the work. C. In the event of conflict between this specification and a governing code or ordinance, the higher standard shall govern. Bidders shall familiarize themselves with local regulations which affect their work in any way. Extra payment will not be allowed for changes required by local regulations. D. Cost of primary work noted to be by Utility Company not to be included in Contractor's Bid. All charges made by the Utility Company for their part of the primary work will be billed directly to the Owner and paid for by the Owner. 1.5 RESPONSIBILITY A. Be responsible for the installation of a satisfactory and complete system in accordance with the intent of the drawing and specifications. Provide, at no extra cost, all incidental items required for completion of the work even though they are not specifically mentioned or indicated on the drawings or in the specifications. B. The drawings do not attempt to show complete details of the building construction which affect the electrical installation; and reference is therefore required to the Architectural, Structural, Landscape and Mechanical drawings and specifications and to shop drawings of all trades for additional details which affect the installation of the work covered under this Division of the Contract. C. Location of electrical system components shall be checked for conflicts with openings, structural members and components of other systems having fixed locations. In the event of any conflicts, the Architect/Engineer shall be consulted and his decision shall govern. Necessary changes shall be made at no additional expense to the Architect/Engineer or Owner. D. Determine, and be responsible for, the proper location and character of inserts for hangers, chases, sleeves and other openings in the construction required for the work, and obtain this information well in advance of the construction progress so work will not be delayed. Roughing-in fixtures, etc., must be laid out accurately. Connections to equipment of the same class shall be equal heights, plumb, and at right angles to the wall, unless otherwise directed. E. Final location of inserts, hangers, etc., required for each installation, must be coordinated with facilities required for other installations to prevent interference. F. Take extreme caution not to install work that connects to equipment until such time ascomplete Shop Drawings of such equipment have been approved by theArchitect/Engineer. Any work installed by the Contractor, prior to approval of Shop Drawings, will be at the Contractor’s risk. G. At all times during the performance of this Contract, properly protect work from damage and protect the Owner’s property from injury of loss. Make good any damage, injury or loss, except such as may be directly due to errors in the Bidding Documents or caused by Agents or Employees of the Owner. Adequately protect adjacent property as provided by law and the Bidding Documents. Provide and maintain passageways, guard fences, lights and other facilities for protection required by Public Authority or Local conditions. H. Circuiting and switching shall be exactly as shown on drawings. Combining of home runs is acceptable. Contractor shall refer to NEC Article 310.8 and adjust accordingly. Combining of wiring of various systems in conduit runs is not acceptable unless otherwise specified herein or noted on drawings. 3.4 PAINTING CDSA. Finishes of all electrical equipment shall be protected during storage, installation and until final acceptance. Any damage or imperfections shall be "touched up” or if extensive, the entire unit shall be repainted as directed by the Engineer. 3.5 FIRE BARRIER PENETRATIONS A. All cracks, voids, or holes for the passing of mechanical and electrical items through floors and fire rated walls, or ceilings with fire rating of 1 hour or more shall be sealed with a fire barrier caulk. B. Fire barrier caulking system shall be 3M CP 25 caulk. C. Fire barrier caulking system shall be installed in accordance with the manufacturer’s recommendations to maintain a fire rating of 3 hours minimum. 3.6 SLEEVES A. The Electrical Contractor shall set and maintain all sleeves. Any conduit passing through building construction including walls, floors, roofs or masonry partitions shall be encompassed with sleeves in accordance with the following. B. All conduit sleeves through slabs, floors, masonry walls and partitions shall be 1/2 inch greater in inside diameter than the external diameter of pipe passing through. All sleeves shall be fabricated from new material cut square and reamed. C. Sleeves shall be provided in all masonry partition walls and floors. Sleeves shall beSchedule 40 steel pipe. Wall sleeves shall be flush with the wall surface. The top offloor sleeves shall extend 1 ” above the floor, the bottom of the sleeve shall be flushwith the floor. D. The space between the pipe and the sleeves, through fire rated walls and floors shall be protected as designated below. E. Furnish and install chrome-plated wall, floor and ceiling plates on all exposed pipeswhere they pass through walls, floors, or ceilings in finished areas. The wall plates shall have set screws or spring locks for clamping to the pipe. F. All sleeves through floors shall be sealed watertight. 3.7 OPENINGS 3.5 EXPANSION FITTINGS A. Provide expansion fittings at all building expansion joints. Expansion fittings shall be bonded to the raceway on both sides. B. Provide expansion fittings, in accordance with manufacture recommendations, in all areas subject to swings in temperature of more than 15 degrees C. C. Install expansion fittings in all locations were expected expansion difference is 14", or more, between boxes 3.6 IDENTIFICATION A. Provide nameplates and labels in accordance with Article 2.6. 1. Laminated plastic labels shall be mechanically secured in place with sheet metal screws and/or bolts and nuts2. Labels shall be neatly centered. Place labels in like positions on similar equipment. ©ENGINEERING MECHANICAL t ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN, MT 59741 (406) 282.7082 WWW.CDSIENGINEERING.COM Products 2.1 CABLE AND WIRE (600 VOLTS AND BELOW) A. Secondary distribution and power cable shall be single conductor stranded copper, No. 12 AWG minimum; with NEC Type THHN insulation rated 90 degrees C, 600 volts. Alan Wire, American Insulated Wire, General, Cerro Wire, Encore, Republic Wire, Rockbestos, Service Wire, or United Copper Industries. B. Lighting wire for above ground use shall be single conductor stranded copper, No. 12 AWG minimum, with NEC Type THHN insulation rated 90 degrees C, 600 volts. Alan Wire, American Insulated Wire, General, Cerro Wire, Encore, Republic Wire, Rockbestos, Service Wire, or United Copper Industries. C. Lighting wire for underground use in conduit shall be single conductor stranded copper, No. 12 AWG minimum, with NEC Type XHHW insulation rated 90 degrees C in dry locations and 75 degrees C in wet locations, 600 volts.General, Cerro Wire, Encore, Republic Wire, Rockbestos, Service Wire, or United Copper Industries. D. Control cable shall be single conductor stranded copper No. 14 AWG minimum; with NEC Type THHN insulation rated 90 degrees C, 600 volts. E. Instrumentation and special systems wire shall be in accordance with manufacturers’ recommendations, but shall not be less than 20 AWG. F. Type MC cable shall be made up of individual conductors as noted above, be color coded, include a separate ground conductor, and shall have a corrugated metal armor over its entire length. Execution 3.1 INSTALLATION REQUIREMENTS A. Install all cables and wires (including telecommunications, low voltage control and power limited circuits) in raceways.-------outlet boxes to telecommunications rooms oi—cable trays.------------------------------------------------------------- B. Use cable lubricant when pulling secondary feeder cables. Avoid exceeding manufacturer’s recommendations on pulling tensions; sidewall pressures and cable bend radii. C. Segregate wiring of different voltage levels, different voltages shall not share raceways. 1. Power wiring to rooftop motors and rooftop receptacles may be routed together.2. Power and control wiring between variable speed drives and motor disconnect switches may be routed together. PART 2 B. Color code wiring as noted in Section 260513 C. Color code junction boxes and box covers of emergency and fire alarm circuits with red paint. Color code junction boxes and box covers of temperature control circuits with blue paint. D. Mark junction box covers in indelible ink with the panel and breaker numbers of the circuits contained within. American Insulated Wire, E. Provide a 3” by 5” yellow ’’Warning Arc Flash Hazard” label on the outside of panels in Center’occupant areas’ - Brady Type 99454 or equivalent from another manufacturer, the label horizontally and vertically on outside of door.D. Plaster rings shall not be considered box extensions, but their capacities may be included in box fill calculations. 1.5 SUPPORT REQUIREMENTS F. Provide a 4” by 6”’red ’’Danger Arc Flash and Shock Hazard” label on the outside of panels in areas open only to ’qualified personnel’, and on the inside panel door ofCenter label on gutter areas ofpanels in ’occupant areas’ distribution panels, centered above or below the directory of panels, and otherwise centered in other applications. In all cases, label will be no lower than 48” or above 84” AFF Brady Type 99459.A. Surface mounted equipment shall be secured to steel channels. The channels shall beattached with toggle bolts to hollow tile, block or similar surfaces, and attached with screws or bolts and expansion shields to solid masonry or concrete. PART 3 *Telecommunications raceways shall be continuous from end of section 260533PART 2 Products 2.1 CONDUITS A. Electrical metallic tubing shall be thin wall steel tubing, electro-galvanized or hot dipped galvanized inside and outside. Fittings and bushings shall be galvanized steel set screw type with two screws per connection for sizes over 2”. B. Galvanized rigid steel conduit and intermediate metal conduit shall be hot dippedgalvanized inside and outside, in 10’ lengths and threaded on both ends. Fittings andbushings shall be cast or malleable iron, and hot dipped galvanized inside and outside. C. PVC conduit and fittings shall be Type DB for encasement in concrete, Schedule 40 for direct burial, concealed and exposed work, and schedule 80 in parking structures. Fittings shall be of the same type and from the same manufacturer as the conduit. PVC conduit shall be UL Labeled for 90 degrees C cables. Cantex, Carlon or National Pipe & Plastic. D. Fiberglass reinforced epoxy conduit shall be standard wall, iron pipe size, sunlight resistant, gray color, with matching push-fit fittings. FRE or Champion. E. Flexible metallic conduit shall be galvanized steel or aluminum. Fittings shall be ofsteel with cadmium or galvanized finish. Fittings shall be machine screw clamp type,single or two-piece. Self-locking, twist-in type fittings are not acceptable. F. Liquid tight flexible metallic conduit shall consist of a flexible, galvanized steel core, a continuous copper ground strip and a polyvinyl chloride jacket. Fittings shall be steel liquid tight grounding type from the same manufacturer as the conduit. A. All openings required for the passage of multiple conduits and electrical equipment in The Mechanicalthe construction shall be provided by the Mechanical Contractor.Contractor shall be responsible for determining the correct location for all openings.SECTION 260543 - UNDERGROUND SERVICES FOR ELECTRICAL SYSTEMS ©PART 1 General 1.1 WORK INCLUDED A. Arrange with Northwestern Energy for permanent electric service including all charges and fees levied by the serving utility company relative to this project. All service fees shall be paid by Owner. B. Underground service entrance, items furnished by serving utility company (verify all requirements with Utility Company): 1. Pad mounted transformer.2. Current Transformer(s). 3. Meter and meter conductors.4. Primary cable and installation.5. Secondary conductors. LUB. The inside dimensions of all openings shall be 1/2 inch greater than the size of the ductwork or equipment passing through the opening. Openings for insulated ductwork shall be large enough to accommodate the insulation without harming the insulation or vapor barrier. C. All openings through fire rated walls and floors shall be protected as described above. 3.8 EXISTING SERVICES A. The Contractor shall verify the exact location of all existing building services extended and/or relocated for this project. The Contractor shall also verify the exact location and take proper precautions to protect all services which may be encountered during construction. B. All active services which are encountered shall be protected, braced and supported where required for proper execution of the work and without interruption of service if possible. C. All inactive services which are encountered shall be protected, or removed as directed by the Owner, Utility Company, or Municipal Agency having jurisdiction. D. When active services must be temporarily interrupted, arrangements shall be made to work continuously including overtime if required, to assure that services will be interrupted only as long as actually required to complete necessary work. 3.9 TEMPORARY SERVICES A. Description of System Except as follows, circuits operating at O << OQ-CL CD3QD. Splice power cables with solderless compression butt splices or ring lugs. Terminatepower cables including motor leads with solderless compression ring lugs. Splice branch circuit wiring, lighting wiring, and control and instrumentation wiring with wire nut connectors. Terminate control and instrumentation wiring with solderless compression ring or spade lugs. Compression connectors and lugs shall be crimped with tools specifically designed for the terminations being crimped. E. If no color coding system exists for each indicated system function and voltage, color code circuits as follows: 1. Three Phase Power 480/277 Volts: Phase X (A): Brown Phase Y (B): Orange Phase Z (C): Yellow Neutral: Gray Ground: Green2. Three Phase Power 208/120 Volts: Phase X (A): Black Phase Y (B): Red Phase Z (C): Blue Neutral: White Ground: Green3. Less Than 120 Volts: Use Industry Standard Methods 0. >- < CtoCLLUNO c/3 CO 3LU >■<cro01.2 WORK INCLUDED - SECONDARY A. Items furnished by contractor (verify all requirements with Utility Company): 1. Secondary Conduit and conductors (Conduit from the utility transformer to the metering equipment, conductor(s)).2. Meter Base.3. 1" Conduit from CT Cabinet to the Meter Base. 4. Transformer pad (Poured by General Contractor or purchased from Utility).1.3 SYSTEM DESCRIPTION A. System Voltage: 480Y/277 volts, three phase, four wire, 60 hertz. 1.4 QUALITY ASSURANCE A. Utility Company: Northwestern Energy. B. Install service entrance in accordance with Utility Company’s rules and regulations. PART 2 EXECUTION 2.1 INSTALLATION A. Coordinate all work relative to the electrical service with the serving Utility Company prior to construction. LUXCLQLUo NCL u <o2.2 BOXES A. Boxes for fixtures, outlets, switches, equipment connections and wire pulling shall be 1. Cast or formed from carbon steel sheets of commercial grade steel not less than 14—gauge, 2. One-piece construction, zinc, or cadmium plated,3. Tapped for mounting plates and covers as required. o o §00 o o.o.CO <The contractor shall provide and connect two (2) movable1. Service requiredtemporary panels to the customer’s electrical system. The temporary panels shall be located as directed by the general contractor. Each panel shall have provisions for 100A, 3 phase, 4 wire service at voltage available. XLU §CD2. Provide temporary electric power for items listed, throughout the construction period, so that power can be secured at any desired point from temporary service panel within building proper. a. Power centers for miscellaneous tools and equipment used in the construction period, so that power can be secured at any desired point from temporary service panel within building proper. b. Lighting for safe and adequate working conditions throughout the buildings, starways, and crawl spaces. Provide at least 1/2 watt of incandescent lighting per square foot of floor area. Maintain a socket voltage of at least 10 volts. Use a minimum of 100 watt bulbs. o oB. Pull and junction boxes shall be 1. Fabricated from galvanized or painted code gauge cold rolled carbon steel sheets.2. Welded construction with flat removable covers fastened to the box with machine screws.3. Seams and joints shall be closed and reinforced with flanges formed of the same material from which the box is constructed or by continuous welding which will provide equivalent strength to flange construction. 4. Preferably not provided with ’knockouts’. COF. Provide home runs of No. 10 AWG wire for 20 amp branch circuits that exceed 150’ in length. G. Provide identification tags on all cables and conductors terminated in panels. 3.2 COMMISSIONING A. Perform commissioning activities in accordance with Related Sections. o END OF SECTION 260543 c. Power for construction site offices and for other temporary storage and construction buildings. d. Power to maintain continuous construction during changeover of electrical equipment. e. Power for testing and checking equipment. 3. Capacity a. Provide and maintain adequate electrical power for construction use by all trades during the construcitno period at the locations necessary. b. Notify the Serving Utility Company when unusually heavy loads will be connected. 4. Power Costs a. The contractor shall pay all cost of setting and removing temporary service. b. The contractor shall pay for all metered temporary power used on the project. 3.10 ACCESS TO EQUIPMENT C. Box covers shall be fastened in place by machine screws or hinges and latches. Self-tapping or sheet metal fasteners are not acceptable. 2.3 SUPPORTS SECTION 260800 - ELECTRICAL ACCEPTANCE TESTSend of section 260513 PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. 1.2 TESTS A. Perform the visual inspections, manual operations and tests on systems and equipment as described in Part 3, ’’Execution”. B. Tests shall be performed and documented by the electrical contractor or a direct sub-contractor of the electrical contractor. 1.3 TEST REPORTS A. Provide written test reports, signed and dated, for all tests prior to acceptance of the tested equipment by the Owner. Test reports on Megger, dielectric absorption and high potential tests shall include the ambient temperature and relative humidity existing at the time of the tests. SECTION 260526 GROUNDING AND BONDING FOR ELECTRICAL A. Hangers and brackets shall be made of steel pipe, channel iron, angle iron orPrefabricated steel channel shall be by B-Line, Hilti,PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 - Medium, Low & Control Voltage Cables2. Section 260533 3. Section 260800 — Electrical Acceptance Tests prefabricated steel channel. Powerstrut or Unistrut. B. Anchors shall be lead shield anchors or plastic expansion anchors for small loads, and expansion or epoxy anchors for large loads. Powder-driven anchors shall not be used. 2.4 ABELS AND DIRECTORIES A. Equipment nameplates shall be engraved .125 inch (1/8”) thick laminated plastic, white, with black letters. The engraved letters shall be at least one quarter inch (14”) high. B. Receptacles and lighting switches shall be labeled using clear adhesive backed nylon or Mylar tape with black text permanently laminated to the tape. 1.6 INSPECTION A. Regular inspections shall be requested of duly authorized inspectors as required by codes and ordinances.Electrical Materials and Methods 1.7 SUBSTITUTING A. Access shall be provided to all motors, junction boxes, relays, controls, specialties, etc., for maintenance purposes. All access doors, access panels, removable sections, etc., required for access shall be provided. The General Contractor will provide access panels and doors required in the building construction where shown on the plans. The location of the access openings relative to the electrical equipment shall be coordinated to assure proper access to the equipment. 3.11 PROTECTIVE DEVICES A. All sheaves, belts, drives, couplings, and moving parts shall be protected by approved permanent guards, shields, or railings, which shall be in place whenever the equipment is in operation and shall be in accordance with applicable safety standards. 3.12 TESTS A. Test all wiring and connections for shorts between conductors, shorts to ground, and for continuity prior to installation of fixtures and equipment. B. Perform insulation resistance test on all feeder conductors installed under this contract, including neutrals, using a megohmeter. Minimum value shall be 100 megohm at 60 degrees F. C. Correct and retest any defects and submit data to engineer. D. Test all low-voltage cabling, installed within the contract, per industry standards and submit test results to engineer. 3.13ALL EQUIPMENT FURNISHED UNDER DIVISIONS 26000, 27000, and 28000: A. At a time set by the contractor and agreed to by the owner, arrange to place equipment in operation and have available at that time, if required, representatives of the manufacturer of equipment to assist in starting equipment, to make necessary adjustments to equipment, and to prove satisfactory operation prior to turning facility over to the owner. B. Any irregularities, faulty equipment, etc., shall be repaired or replaced as required prior to acceptance. 3.14OPERATION AND MAINTENANCE MANUALS A. Prepare two portfolios with two complete sets of shop drawings of the equipment used in the erection of the electrical systems and equipment testings, cleaning and maintenance instructions, operation and maintenance manuals, list of materials for the maintenance, parts list, wiring diagrams, and name and address of authorized service organization. B. Information shall be folded only if necessary, and bound in an 8_1/2” x 11” hard cover indexed, looseleaf binder. Multiple binders shall be used if required to contain material. All material shall be properly identified with job name, date, and the names and addresses of the contractor, architect, and engineer. C. The portfolios shall be submitted to the engineer for review of material and completeness prior to final inspection, and when approved by the engineer, the portfolios will be turned over to the owner at the time of the final inspection. D. Where indicated in the specification, provide the services of a factory trained representative to instruct the owner’s authorized personnel in the operation, control, programming, and maintenance of equipment. Contractor shall instruct owner’s personnel in the operation of all other equipment and systems. E. Include the following close-out documents in the manuals: 1. Warranty letter. 2. Low-voltage cabling test reports. 3.15 PROJECT CLOSE OUT A. The electrical contractor shall arrange for an inspection of all items installed in the ceiling before the ceiling or ceiling tile is installed. The engineer shall be informed at least one week before the planned installation of the ceiling to arrange the inspection. If the ceiling tile is installed before the inspection, the electrical contractor shall remove all the ceiling tiles prior to the inspection. B. General: Refer to Division 1 sections for general closeout requirements. C. Record Drawings: Give special attention to the complete and accurate recording ofunderground conduit and concealed and non-accessible work, and junction box location(s) of all conduit systems, location of lighting controls and remote ballasts in lighting systems, and work of change orders where not shown on contract documents. D. Operating Instructions: Conduct at least a full day walkthrough instruction seminar for the Owner’s personal to be involved in the operation and maintenance of the electrical equipment and systems. If more time is needed the contractor shall continue instruction until the owner’s personal are familiar with the operation of the system. Explain the identification system, operational diagrams, emergency and alarm provisions, seasonal provisions, security, safety, efficiency and similar features of the system. E. Turn-Over of Operation: At the time of substantial completion, turn over the prime responsibility for the operation of the system to the owner’s personal. However until the time of final acceptance, provide at least one full-time operating engineer, who is completely familiar with the work, to consult with and continue training the owner’s personal. F. Final Completion: The following special requirements shall be provided in addition to those specified elsewhere: G. Final Payment will not be made until the contractor has satisfactorily completed all final inspection items. H. Guarantee: All equipment and work shall be fully guaranteed, parts and labor for one year from the date of substantial completion, unless noted otherwise. The contractor has the full responsibility to guarantee all equipment and work and shall assume full responsibility to repair any equipment at his cost which the manufacturer refuses to guarantee. The Owner has the right to order repairs to any equipment or work provided hereon and to charge the contractor for the same if repairs are not made during a reasonable period of time not to exceed 24 hours during an emergency or 72 hours on a non-critical item. C. Panel directories shall be typed on supplied card stock with panel, or card stock similarInstall supplied clearA. Proposals to contractor for substitution of material and equipment listed on the drawings and/or these specifications shall be submitted after the architect/engineer’s approval has been obtained. For such proposals, materials and equipment will have to conform in type, function, quality of material and assembly and meet the requirements indicated in drawings and specifications.ARCHITECT/ENGINEER AT LEAST 10 DAYS PRIOR TO THE BID DATE, include the name of the material or equipment for which it is to be substituted and acomplete description of the proposed substitute including drawings, cuts, photometric IESfiles, performance and test data and any other information needed for an evaluation. Astatement setting forth any changes in any other equipment or other work thatincorporation of the substitute would require shall be included. The burden of proof of the merit of the proposed substitute is upon the proposer, substitutions are considered as acceptable equals for quotations and use, approval will be issued in an addendum. 1.2 SUMMARY A. Provide grounding for all systems and equipment. 1.3 GROUNDING SYSTEM REQUIREMENTS in thickness and material as those supplied with the panels, plastic cover, or one of like material. REQUESTS FOR APPROVAL SHALL BE SUBMITTED TO THEEach request shall A Scott T. Jtj A. Each ground rod shall have a maximum resistance to ground of 25 ohms beforeIf reading is above 25-ohms, drive one PART 3 Execution PART 2 Products (NOT APPLICABLE) PART 3 Execution3.1 VISUAL INSPECTIONS A. Prior to any testing, perform visual inspections to verify the following: 1. The equipment is completely and properly installed2. The equipment is free from damage and defects 3. Shipping blocks and restraints have been removed4. Electrical terminations have been properly tightened5. The equipment has been properly aligned 6. The equipment has been properly lubricated7. The ventilation louvers are open and unobstructed8. The equipment is ready to be tested connection to the other ground rods, extension. Further testing of that individual rod is not needed 3.1 RACEWAYS A. Size conduits in accordance with the NEC, but not less than the sizes shown on the MinimumB. The total grounding system with all connections completed shall have a maximum resistance to ground of 10 ohms. 1.4 CONNECTION REQUIREMENTS A. Provide exothermic weld type, or Burndy Hyground, ground connections for concealed, underground, and concrete encased ground connections, for ground connections to structural steel, connections between sections of the main ground bus and all connections to the substation room ground bus bars. B. Exposed ground connections (except connections to structural steel and substation room ground bus bars) may be made with copper or bronze compression ground fittings or bolted compression ring lugs. C. Provide exothermic weld type, or Burndy Hyground ground connections for splices and taps of grounding conductors No. 8 AWG and larger. Exposed splices and taps shall be taped. Minimum power and control conduit size shall be 1/2”.drawings.telecommunications conduit size shall be 3/4””. No. 2902Q1S* If these proposed EldersB. Install concealed and exposed conduits and cable trays parallel to or at right angles to building lines. Conduits shall not be embedded in concrete slabs except where specifically shown. Install surface raceways as close to room corners or trim features as possible to make the surface raceways less obvious. Where conduits are routed over beams and under corrugated decking, conduits shall be offset 3” below the decking to avoid damage from future decking penetrations. C. Make directional changes in primary power distribution conduits above ground withsweeps and long radius elbows, and underground with 20’ minimum radius bends. D. Conceal conduits wherever possible and practical. When conduits cannot be concealedin finished areas, use surface raceways with matching boxes from the same manufacturer as the raceways. E. Metal conduits, fittings, enclosures and raceways shall be mechanically joined together in a firm assembly to form a continuous electrical conductor providing effective electrical grounding continuity. F. Provide expansion fittings at the intervals specified in the manufacturer’s instructions. ©1.8 SHOP DRAWINGS 4.B-\A. The contractor shall submit to the engineer for approval, prior to the placing of orders for any equipment, a complete schedule of electrical equipment and light fixtures to be installed. The schedule shall consist of at least six (6) sets each of catalogs, cuts, diagrams, shop drawings, photometric data or any other descriptive material necessary to fully describe the equipment proposed and its operating characteristics, shall list the operating conditions of the equipment at the conditions listed on the schedules. Provide shop drawings for the following equipment: The schedules 3.2 MANUAL OPERATION A. Prior to any testing, mechanical devices shall be exercised or rotated manually to verify that they operate properly and freely. 3.3 POWER CABLE TESTS A. Perform a continuity check and a 1,000 volt DC Megger test on 600 volt power cables No. 4 AWG and larger. 1. The Megger test shall be performed between each pair of conductors and from each conductor to ground.2. The Megger test shall be performed for 15 seconds or until the insulation resistance value stabilizes.3. The insulation resistance between conductors and from each conductor to ground shall be 100 megohms minimum in one minute or less. In addition, the lowest insulation resistance value shall not differ from the highest value by more than 20 percent. If Megger readings for a given circuit or feeder are above 1000 megohms, the 20% balance requirement may be waived. 1. Power Distribution, Lighting, and Receptacle Panels. 2. Disconnect and Safety Switches. 3. Wiring Devices. 4. Lighting Fixtures. 5. Raceway and Fittings. 6. Cables, Wires and Terminations. 7. Grounding Connections. PART 2 Products ISSUE DATE: 02/09/182.1 GROUND RODS A. Unless shown otherwise, ground rods shall be 3/4” diameter by 10’ long, copper clad Ground rods shall be capable of being extended when additional length is G. Conduits entering panels located outdoors, in parking structures, in steam tunnels andConduits shall not REVISIONSsteel.on cooling towers shall enter from the sides, back, or bottom, enter from the top.required.#DATE DESCRIPTION2.2 GROUNDING CONDUCTORS A. Grounding conductors for general use shall be stranded, copper conductor, sized in accordance with the NEC unless shown otherwise on the drawings, and insulated with green NEC Type THHN insulation rated 90 degrees C, 600 volts. 2.3 GROUND CONNECTIONS A. Ground connections shall be Burndy Hyground, Cadweld, Thermo-weld or Thomas & Betts Blackburn only. H. Separate raceways from uninsulated steam pipes, hot water pipes, and other hot surfaces by a minimum of 4” horizontally or 12" vertically. Separate raceways from ventilation ducts and insulated pipes so that they do not come into contact with each other. I. Low voltage signal circuits shall be separated or shielded from power circuits to prevent the induction of noise into the signal circuits. B. All shop drawings shall be submitted by the contractor and shall have been signed,’’approved” and initialed by the contractor prior to submittal to the engineer. The engineer will check the shop drawings to aid in interpreting the plans and specifications, and in so doing will assume that the shop drawings conform to all specified requirementsset forth in this specification. The approval of the shop drawings by the engineer doesnot relieve the contractor of the responsibility of complying with all elements of thespecification. C. The determination of quantities of material and equipment required shall be made by thecontractor from the drawings. Schedules on the drawings and in the specification arecompleted as an aid to the contractor, but where discrepancies arise, it shall not release the contractor from providing the proper number to complete this work. 1.9 ASBESTOS CONTAINING MATERIALS A. The Contractor shall provide materials and equipment which do not contain asbestos. Atthe completion of the project, the Contractor shall certify in writing that the materialsand equipment installed do not contain asbestos. PART 2 Products 2.1 materials A. Fire barrier caulking system shall be 3M CP25 caulk. Fire barrier caulk shall be UL classified and Factory Mutual System approved. PART 3 Execution J. EMT entering sheet metal enclosures and outlet boxes shall be secured in place by aRigid conduit shall be secured with locknut inside and Sufficient thread on the connector or conduit shall extend into 3.4 SERVICE, DISTRIBUTION, AND MOTOR CONTROL EQUIPMENT TESTS A. Perform a 1,000—volt Megger test on buses, motor starters and disconnect switches. This test may be combined with the feeder cable Megger test by testing the devices and terminated cables together. B. Perform a continuity check on motor control circuits and control panel internal wiring. C. Perform an operational test on the controls. D. Perform a continuity check and a 1,000-volt DC Megger test on 3 phase distribution and isolation transformers. 3.5 MOTOR TESTS A. Perform a 1,000-volt Megger test on 460 volt, 3 phase motors, and a 500 volt Megger test on 200 volt, 3 phase motors. B. “Bump" motors to verify proper direction of rotation. C. Run motors and check for vibration. 3.6 GROUNDING TESTS A. Measure the resistance to ground of each ground rod before connection to the other ground rods. The resistance shall not exceed 10 ohms. B. Measure the resistance to ground of the total ground system with all connections completed. The resistance shall not exceed 2 ohms for primary services or 5 ohms for secondary services. C. Tests of the resistance to ground shall be made using either the three point method or the fall-of-potential method. D. Perform a continuity check from equipment ground bus bars and ground lugs to the ground system. 3.7 COMMISSIONING A. Perform Commissioning activities per Related Sections above. connector with a locknut.outside and a bushing, the enclosure so that the bushing will butt tight into the connector or conduit. Bushings shall not be used as jamb nuts or in lieu of locknuts.PART 3 Execution 3.1 INSTALLATION REQUIREMENTS A. Provide bare copper grounding conductors transformers, switchgear, panelboards, motor control centers and control panels to the electrical grounding system. Equipment rated above 480 volts or 600 amps shall be grounded by a minimum of two independent grounding conductors. B. Bond transformer(s), and separately derived electrical system neutrals to the building grounding system. C. Ground motors rated 460 volts and below by motor feeder equipment grounding conductors. Stranded copper grounding conductors connected to building steel shall also bond motors rated over 460 volts. D. Provide green insulated equipment grounding conductors in all service, feeder, and branch circuits for connection of load devices to the power source ground. Raceways shall not be used as equipment grounding conductors. 1. Equipment grounding conductors shall not be daisy-chained.2. Bond equipment-grounding conductors in boxes and enclosures where the grounding conductors are terminated or spliced. K. Flexible metallic conduit to motors and similar equipment shall not exceed 3’-0” in length, and shall have adequate slack to absorb the maximum vibration, conduit connections to lighting fixtures shall not exceed 6'—0” in length. 3.2 MOUNTING HEIGHTS Flexible ©A. Except where shown otherwise, install equipment and devices at the following heights: 1. Receptacles (Wall): 18” A.F.F. to center 2. Receptacles (Above Counter): 44” A.F.F. to center3. Receptacles (Unfinished Area): 44" A.F.F. to center4. Light Switches: 44” A.F.F. to center 5. Telephone Outlets (Wall Phone): 44” A.F.F. to center6. Telephone/Data Outlets: 18” A.F.F. to center 7. Thermostats/HVAC Controls: 44"A.F.F. to center8. Electrical Panels: 72” A.F.F. to top9. Safety Switches/Motor Starters/Variable Frequency Drives: 72” A.F.F. to top (except top of handle shall not exceed 78” A.F.F.)10. Motor Control Pushbuttons: 60” A.F.F. to center REVIEWED:DRAWN: 3.1 INSTALLATION OF THE WORK A. The Contractor shall examine all the drawings before proceeding with the layout and installation of his work, made available to this Contractor.ConstructionDocuments General, mechanical, and plumbing contract drawings will be SHOULD DISCREPANCIES AFFECTING THE WORK BE FOUND, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ENGINEER FOR INSTRUCTIONS. Subsequent changes made necessary by the neglect of any Contractor to discover and report such discrepancies shall be made by and at the expense of the Contractor, under the direction of the Engineer. E. Bond conduits, boxes, and enclosures together, and to the electrical grounding system. Provide bonding bushings and bonding jumpers to bond conduits where they enter a box or enclosure. F. Protect separately routed grounding conductors subject to damage or physical abuse by Schedule 40 PVC nonmetallic conduits, metallic conduits except when routed with phase conductors. 3.2 COMMISSIONING A. Perform commissioning activities in accordance with Related Sections. 3.3 SUPPORTS A. Provide 4" thick concrete housekeeping pads for floor-mounted equipment. B. Support all electrical items independently of supports provided by the other trades. C. Support conduits and boxes using steel conduit straps or 1/4-inch minimum diameter threaded rod hangers. Suspended ceiling hangers or hanger wire shall not be used (except to support flexible metallic conduit and manufactured wiring systems). D. Hangers shall be of sufficient strength that their deflection at mid span does notexceed 1/240 of the hanger span length after the cables are installed. E. Route flexible metallic conduit, manufactured wiring systems and Type MC cable parallelto or perpendicular to building lines, and in a neat and workmanlike manner. Coil theexcess manufactured wiring systems and Type MC cable, and support independently ofthe ceiling grid system at intervals not exceeding 3 feet. 3.4 PENETRATIONS, SLEEVES, AND FIRE SEALS A. Cut floor and wall penetrations neatly and to the minimum size required for installation of the equipment and raceways. B. Provide galvanized steel pipe sleeves for all conduits penetrating floors, exterior walls and roofs. 1. Extend floor sleeves above the floor a minimum of 2 inches.2. Embed sleeves in new concrete or step-core concrete and grout sleeves into existing concrete with epoxy grout.3. Seal floor sleeves using fire-sealing systems approved by a Nationally Recognized Testing Laboratory.4. Seal exterior wall and roof penetrations water tight. B. Furnish, provide, and/or install shall be considered as requiring the Contractor to both furnish the equipment and install it unless specific reference is made to the furnishing or installing of the equipment by others. C. The Contractor shall confer and cooperate with other Contractors on the job in the installation of his work so all work will be installed in proper relationship to the surrounding location and shape of any part to avoid conflicts. The Contractor shall be responsible for the correct size and location of any changes, slots, and openings required by him and shall be required to do, at his expense, any cutting or patching made necessary by his failure to make proper arrangements in this respect. D. The Contractor shall follow the equipment manufacturer’s instructions andrecommendations in the installation and connection of all equipment and materials furnished under this contract, manufacturer’s instructions and the contract documents, the Contractor shall notify the Engineer before proceeding. No equipment installation shall be made in a manner that voids the manufacturer’s warranty of the equipment. 3.2 SUPPLEMENTARY FRAMING AND HOUSEKEEPING PADS A. Provide the design, fabrication, and erection of supplementary structural framing required for the attachment of hangers or other devces supporting electrical equipment. B. Provide framing members of standard rolled steel shapes, A-36 steel, designed for their actual loads, with allowable stresses specified by AISC, without excessive deflection and with consideration for rigidity under vibration, in accordance with standard structural practices. C. When suspending transformers or similar vibrating equipment, provide vibration isolators to isolate vibration from structural members. Grounding conductors shall not be routed in PROJECT NUMBER: 5404End of section 260800a)end of section 260526§-a "vi-LU SECTION 260533 - ELECTRICAL MATERIALS AND METHODSco ELECTRICAL SPECIFICATIONS C\l PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 — Medium, Low 8c Control Voltage Cables 2. Section 260526 — Grounding and Bonding for Electrical CO In the event of conflict or discrepancy betweenCOCMco <O ©CL OLU LU CL<1.2 SUMMARY A. Provide conduits, boxes, fittings and supports to form a complete, coordinated, and continuously grounded raceway system. 1.3 CONDUIT REQUIREMENTS A. Conduits indoors in general areas shall be electrical metallic tubing (EMT) with steel set screw fittings. Q_ SHEET NUMBER>-C. Patch both sides of wall penetrations cut for electrical equipment and raceways to seal against the passage of air, sound and fire. 1. Seal cable tray penetrations in fire rated walls using fire sealant bags approved by a Nationally Recognized Testing Laboratory. CLO E4.0c/)D. Provide housekeeping pads where shown on plans. Size as noted or shown. Electrical contractor shall hire general contractor to install pads. This also includes the pad for the main pad mounted transformer. co END OF SECTION 260500e CMQ.£coo co LU " oo CLCM q_ in" coII T T T T T T T T© © © © © © © © ©©COPYRIGHT DESIGNWORKSHOP. INC. ©© ©©© © © © ©1 1 1 1 1 1 1 1 A fSECTION 262900 - MOTOR CONTROLS B. Conduits outdoors (except where galvanized rigid steel is shown on the drawings) shall be Schedule 40 PVC with matching fittings, UL Labeled for use with 90 degrees C cables. Acceptable Manufacturers: 1. Cantex. 2. Carlon 3. National Pipe & Plastic. 0000/15010 - 1 4LOW VOLTAGE ELECTRICAL DISTRIBUTION262000 - 2 PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 - Medium, Low & Control Voltage Cables 2. Section 260526 - Grounding and Bonding for Electrical 3. Section 260533 4. Section 260800 - Electrical Acceptance Tests SECTION 262000 - LOW VOLTAGE ELECTRICAL DISTRIBUTION CDSPART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 — Medium, Low & Control Voltage Cables 2. Section 260526 — Grounding and Bonding for Electrical 3. Section 260533 — Electrical Materials and Methods ©C. Sleeves for underground outdoor lighting and irrigation installations shall be 6” Schedule 40 PVC, UL Labeled for use with 90 degrees C cables. Acceptable Manufacturers: 1. Cantex. 2. Carlon. 3. National Pipe & Plastic. ENGINEERING MECHANICAL A ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN, MT 59741 (406) 282.7082 WWW.CDSIENGINEERING.COM Electrical Materials and Methods 1.2 SUMMARY A. Install the following equipment furnished by others. 1. Variable speed drives and variable speed motor controllers. 2. Motor controls that are shipped loose with packaged mechanical systems. D. Junction boxes shall be pre-cast polymer concrete or polymer foam, heavy duty rated, one size larger than required by the NEC, bottomless, with a single piece cover engraved “UM Outside Lighting" and attached with pentahead stainless steel bolts, barriers in junction boxes containing circuits of two different voltages or containing both power and telephone circuits. Acceptable Manufacturers: 1. Carson-Brooks. 2. CDR Systems. 3. Quazite. PART 2 Products 2.1 LIGHTING AND RECEPTACLE PANELS A. Lighting and receptacle panels shall be of the voltage, amperage and number ofpositions shown, 3 phase, 4 wire, 22,000 amps AIC minimum unless shown otherwise, circuit breaker type, with main circuit breaker or main lugs only as shown, copper bus, fully rated neutral and ground bars, NEMA Type 1 enclosure and surface or flush trim as shown. In main circuit breaker panels, the main circuit breaker shall be separate from and not mounted in feeder breaker positions. Front cover shall be factory manufactured, UL/NRTL listed, one-piece, hinged ”dooi—in-door” type with: Interior hinged door withhand-operated latch or latches as required to provide access to circuit breakeroperating handles only; not energized parts. Outer hinged door to provide access to theentire closure including the deadfront and all wiring gutters. Outer door shall be kept securely closed with factory bolts, screws, clips or other fasteners to the panel box, requiring a tool for entry; hand operated latches are not acceptable. Both inner andoutdoor doors shall open left to right. Include one-piece, removable, inner deadfront cover, independent of the panelboard cover. Door shall have concealed hinge, flush handle, lock with 2 keys and panel directory frame. All panel locks shall be keyed alike.Load center type panels are not acceptable. Provide circuit breakers as shown. EatonPow-R-Line 1 or 2, GE A series, Siemens P1 or P2, or Square D NF or NQOD. 2.2 CIRCUIT BREAKERS A. Circuit breakers shall be molded case, bolt-on, quick make and quick break, thermal-magnetic type with trip indication, and shall be from the same manufacturer as the panel in which they are installed. Eaton, GE, Siemens or Square D. 1. Circuit breakers for power and distribution panelboards shall have a minimuminterrupting rating of 35,000 amps RMS at 240 volts AC or 25,000 amps RMS at 480 volts AC. 2. Circuit breakers for lighting and receptacle panelboards shall have a minimuminterrupting rating of 22,000 amps RMS at 240 volts AC or 25,000 amps RMS at 480 volts AC. 3. Circuit breakers used for switching fluorescent lighting or for protecting air conditioning compressors shall be so listed. 4. Circuit breakers used for feeding electrical heat tracing shall include ground fault equipment protection rated to trip at 30 ma. Provide metal B. Provide the following equipment as shown. 1. Disconnect switches E. Marking tape shall be plastic, vinyl, or Mylar, 6 inches wide, red for electrical power circuits and orange for telephone circuits, and labeled to indicate the type of circuit buried below. 2.4 WIRING A. Wire and cable for general indoor use shall be single conductor stranded copper; with Type THHN insulation rated 90 degrees C, 600 volts. B. Wire for use outdoors shall be single conductor stranded copper; with Type XHHW insulation rated 90 degrees C in dry locations and 75 degrees C in wet locations, 600 volts. 2.5 TERMINATIONS A. Connectors for splicing and terminating lighting conductors in junction boxes shall be Homac 3 RAB4 or RAB6 “Flood Seals” only. B. Connectors for terminating lighting conductors in poles shall be Utilco SLC4—01—L terminal blocks with Utilco No. R6131 boots or Polaris IPL Series terminal blocks only. C. Connectors for terminating lighting conductors in column and wall mounted fixture bases only shall be copper split bolt connectors with full tin plating.3 AWG wire and 4HPW for No. 6 or No.8 AWG ground wire. 2.6 FUSING A. Fuse holders for lighting fixtures shall be Bussmann TRON No. HEB-AA in-line, waterproof fuse holders rated 300 volts and 30 amps. B. Fuses for lighting fixtures (unless shown otherwise on the drawings) shall be Bussmann No. KTK-5, rated 5 amps. 2.7 CIRCUIT REQUIREMENTS A. Unless shown otherwise on the drawings, provide circuits as follows: 1. Provide a minimum of #10 copper conductors in a 1" PVC schedule 40 conduit. C. Reduced voltage or soft starters shall be provided for motors over 100 horsepower as shown. PART 2 Products 2.1 DISCONNECT SWITCHES A. Disconnect switches shall be of the voltage and amperage shown, horsepower rated for motor applications, fusible or non-fusible as shown, 3 pole, NEMA Type HD heavy duty, in a NEMA Type 1 enclosure indoors or NEMA Type 3R enclosure outdoors, rejection kits and Class R dual element fuses in fusible disconnect switches, early break auxiliary contacts in motor disconnect switches used with variable frequency drives. Provide fuseProvide *Disconnect switches shall be lockable in the open and closed positions. Allen-Bradley, Eaton, GE, Siemens or Square D.cx2.2 MOTOR CONTROL DEVICES A. Motor control devices shall be heavy duty, rated for operation at 120 volts AC, and contained in a NEMA Type 1 enclosure indoors or a NEMA Type 3R enclosure outdoors. Pilot lights shall be ’’push-to-test” transformer type. Allen-Bradley, Eaton, GE, Siemens or Square D. ©LU o <<Blackburn 1HPW for No. Oa.O'PART 3 Execution 3.1 INSTALLATION REQUIREMENTS A. Motor starter hand-off-auto switches shall be wired so that in the "hand” position, the motor runs independently of automatic start/stop controls, modulating controls shall remain active. In the ’’auto” position, all start/stop controls shall be active. B. Motor starters shall be wired so that the motors automatically restart after a power disruption. Time delay relays shall be provided for large pumps and fans so that they can coast down before restarting after a momentary outage, and to prevent all of the large motors from restarting simultaneously. 3.2 FIELD QUALITY CONTROL A. Perform testing in accordance with Specification Section 260800, and submit a test report. 3.3 COMMISSIONING A. Perform Commissioning activities per Related Sections above. 3.4 TRAINING A. Provide a qualified service technician from the Manufacturer’s staff to provide training. B. Train Owner’s maintenance personnel on equipment operation, start-up and shutdown, trouble-shooting, servicing and preventative maintenance procedures. Review the data contained in the Operating and Maintenance Manuals with Owner’s personnel. Training shall occur separate from startup activities. 1. Provide 2 hours of training minimum. COZ>Q CL >" < DCOnly the safety and OO'LUNO c/3 00 ^2.3 DISTRIBUTION TRANSFORMERS A. Distribution transformers shall be 480-208Y/120 volts, of the kVA and K rating shown, dry type, with a 220 degrees C insulation system, and designed for a maximum temperature rise at full load of 115 degrees C above a 40 degrees C ambient. Transformers shall have a sound rating 3 dB below NEMA standard (42 dB for 10-50 kVA, 47 dB for 51-150 kVA, 52 dB for 151-300 kVA and 57 dB for 301-500 kVA rated transformers), and shall be equipped with four taps, two 2-1/2 percent above and two 2—1/2 percent below nominal. Acme, Cutler Hammer/Westinghouse, GE, Hevi-Duty, MGM, Olsun, Siemens, or Square D. 2.4 FUSES A. Fuses for general use shall be rated 250 or 600 volts as required, Class R, dual element type with a 200,000 amp AIC interrupting rating. Bussmann, Gould Shawmut or Littelfuse. >- LU<DCoO>- LUIO'a LUo2.8 CONTROL REQUIREMENTS A. Provide a pole mounted twist-lock photocell at Panel A to control the site lighting.NO'ui <aOo§PART 3 Execution 3.1 EXCAVATION AND BACKFILL A. Excavate and maintain trenches according to applicable Safety and Code requirements. Protect existing features. B. Backfill excavated trenches in accordance with the drawings. Excavated materials may beused to backfill the trench only if the backfill is sand or suitable soil for backfill materialrequirements, that is free of rocks and debris over 3/4 inch. . Dispose of unsuitable material, clay or rocky excavated material, and replace with MDOT Class II sand. C. Mark sleeves and conduits for their entire length with a marking tape buried 12 inches above the top of the sleeve or conduit. D. Backfill excavated trenches in 6-inch layers and mechanically compact to 98 percentcompaction. E. Backfill and mechanically compact holes left by demolished pole bases with MDOT Class II sand or clean dirt to a depth of 6 inches below grade. Backfill the last 6 inches with topsoil. Reseed holes in lawn areas. 3.2 SLEEVE INSTALLATION A. Sleeves shall be buried at a minimum depth of 24 inches to their top. Sleeves shallextend a minimum of 12 inches beyond the pavement they pass under. B. Sleeves shall be taped closed at both ends with duct tape. C. Sleeve ends shall be marked with steel stakes, pipes or conduits that are 3 feet longminimum, driven vertically down at the sleeve ends to a depth of 6 inches below gradeto their top. D. Where lighting and irrigation sleeves are installed adjacent to each other, maintain aminimum of 2 feet between them. 3.3 CONDUIT INSTALLATION A. Conduit bends shall not be smaller than the radius of standard manufactured elbows(7-1/4 inches bend radius for 1-1/4 inches conduit). B. Install conduits parallel to or at right angles to building lines and site features. C. Locate underground conduits as close to curbs and sidewalks as possible to avoid interference with future landscaping. D. Where conduits cannot be installed at a minimum depth of 24 inches, install rigid steel conduits or pour concrete over the conduits in accordance with the NEC. 3.4 JUNCTION BOX INSTALLATION A. Keep the number of junction boxes to a minimum. Make splices in pole bases wherever possible. B. Locate junction boxes in mulched areas wherever possible. The top of the junction box shall be level with the existing grade. C. Install junction boxes on a base of pea gravel or MDOT Class II sand at least 1 -foot deep. 3.5 FIXTURE AND POLE INSTALLATION A. Locate fixture bases on centerlines where centerlines are shown on the plan drawings. Install fixtures shown on the plan drawings in a straight line. B. Lubricate anchor bolt threads with an anti-seize compound. C. Align pole with hand hole away from the sidewalk. D. Install poles using 2 flat washers and 2 hex head nuts on each anchor bolt so thatpoles can be leveled. Poles shall be plumb. The center band of pedestrian lightingfixtures shall be level. E. Align site lighting fixtures so that one spoke of the globe basket is perpendicular to the street, sidewalk or wall. F. Provide adequate slack in the pole conductors so that the conductors can be pulled out of the handhole for maintenance. 3.6 GROUNDING A. Provide a 1/ inch minimum diameter copper clad ground rod, 8—inch minimum length, for each light fixture pole. B. Provide exothermic weld type ground connections or acorn clamps for concealed, underground and concrete encased ground connections and for splices and taps of ground conductors. C. Provide No. 10 AWG green insulated grounding conductors in lighting fixture poles. 3.7 CONCRETE WORK A. Install light pole concrete bases according to details. Provide specified concrete mix. B. Exposed portions of light pole concrete bases shall be free of voids, honeycombs and provided with a rubbed smooth finish. C. Provide a uniform, 1—inch, 45—degree chamfer on all light pole and emergency telephone kiosk concrete bases. 3.8 ADJUSTING, CLEANING, PROTECTION A. Adjust and clean all equipment provided on the project prior to final completion. B. Contractor is responsible for protecting all equipment during the construction phase to insure a like new product at final completion. Any defect or damage prior to construction is the responsibility of the contractor. 3.9 FIELD QUALITY CONTROL A. Outdoor Lighting Work will be inspected by Owner. Contact the U-M Code Inspection Department at 734—764—2457 before pouring concrete, backfilling excavations, and energizing circuits to arrange for inspections. 3.10 COMMISSIONING A. Perform commissioning activities per Related Sections. 3.11 TRAINING A. Provide a qualified service technician from the Manufacturer’s staff to provide training. B. Revise training requirements in the article below to BE PROJECT specific. Sample TRAINING language is provided, edit to suit product or system, including duration. Training is not required unless the product or system is complex, unique, or new to the u—m plant maintenance department, because of the cost INVOLVED in training do not INDISCRIMINATELY specify training C. Train Owner’s maintenance personnel on equipment operation, trouble-shooting, servicing and preventative maintenance procedures. Review the data contained in the Operating and Maintenance Manuals with Owner’s personnel. 1. Provide training of 1 hour minimum. END OF SECTION 265600 GO O o.0.CO <trLU §PART 3 Execution 3.1 INSTALLATION A. Provide No. 10 AWG wire to NEMA Type 6-20R receptacles serving freezers, window air conditioners or other large appliances. B. Where shown on the drawings, provide a separate neutral conductor for each single-phase branch circuit. The neutrals of these single-phase circuits shall not be shared or daisy-chained. C. Color code circuit breakers and disconnect switches of fire alarm systems and emergency circuits with red paint. Provide lock-on clips on the circuit breaker handles. D. Provide nameplates in accordance with Section 260500. E. Provide a detailed typed directory for all new and modified panelboards. 3.2 FIELD QUALITY CONTROL A. Perform testing in accordance with Section 260800 and submit a test report. 3.3 COMMISSIONING A. Perform Commissioning activities per Related Sections above. CDO oCOoend of section 262900© 0000/15010 - 1 265600 - 1 SECTION 265600 - EXTERIOR LIGHTING EXTERIOR LIGHTING PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 - Medium, Low & Control Voltage Cables 2. Section 260526 - Grounding and Bonding for Electrical 3. Section 260533 4. Section 260800 - Electrical Acceptance Tests end of section 262000 0000/15010 - 1 262726 - 2 SECTION 262726 - WIRING DEVICES Electrical Materials and MethodsWIRING DEVICES PART 1 General 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Standard General and Supplementary General Conditions, Division 1 Specification Sections, and other applicable Specification Sections including the Related Sections listed below, apply to this Section. B. Related Sections: 1. Section 260513 — Medium, Low & Control Voltage Cables2. Section 260526 — Grounding and Bonding for Electrical 3. Section 260533 1.2 SUMMARY A. Section Includes: 1. Provide all equipment and materials required for parking lot outdoor lighting as shown on the Drawings. %\*fScott T.B. See the fixture schedules and details on the drawings for information on the fixtures, poles and accessories to use. 1.3 ADMINISTRATIVE REQUIREMENTS A. Contact MISS DIG before performing any excavation work. B. Provide barricades around open holes and trenches, trenches cut through major sidewalk routes, to pedestrian traffic. 1.4 SUBMITTALS A. Lighting equipment specifications and manufacturer cut sheets, including: 1. Luminaire types, descriptions, dimensions, optics, materials, finishes and photometric data. 2. Pole and/or mounting support descriptions, dimensions, materials and finishes. 3. Lamp type for each luminaire, and lamp wattage, color temperature, color rendering index, and related life. jC £ Std!fed* No. 290291®* Elders la3Electrical Materials and Methods© \Provide temporary bridges over Major sidewalk routes shall not be closedPART 2 Products 2.1 TOGGLE SWITCHES A. Toggle switches shall be rated 120/277 volts, 20-amperes, single-pole, double-pole, 3—way or 4—way as shown, specification grade, extra-heavy duty, back and side wired, with ivory handles. Arrow Hart, Bryant, Hubbell, Leviton or Pass & Seymour. 2.2 DUPLEX RECEPTACLES A. Duplex receptacles shall be rated 125 volts, 20 amps, 2-pole, 3-wire, NEMA Type 5-20R, UL heavy duty, back and side wired, grounding type with nylon or Lexan bodies. Except where shown otherwise, normal power receptacles shall have ivory faces and "special power" receptacles shall have red faces. Arrow-Hart, Bryant or Hubbell 5362, or Leviton or Pass & Seymour 5362A. 2.3 GFCI DUPLEX RECEPTACLES A. GFCI duplex receptacles shall be rated 125 volts, 20 amps, 2 pole, 3 wire straight blade type with nylon or Lexan bodies and brown faces. GFCI receptacles shall trip whenground currents exceed 5 ma, shall trip in 25 milliseconds maximum, and shall have an interrupting rating of 2000 amps. Receptacles shall lock out (off) when the protection system fails. Arrow Hart, Bryant, Hubbell or Leviton. 2.4 COVER PLATES A. Except where unique cover plates are required (wall box dimmers, surface raceways, occupancy sensors, etc.), cover plates for switches and receptacles shall be of high quality Type 302 stainless steel, unless otherwise indicated. ISSUE DATE: 02/09/18 REVISIONS #B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. DATE DESCRIPTION C. Submit marked up "as built” drawings showing the actual locations of lighting poles, sleeves and junction boxes, circuit numbers for all loads, and all deviations from the design. Dimension the locations of sleeve ends, conduits, and junction boxes from apermanent building or landscape feature. 1.5 QUALITY ASSURANCE A. Manufacturers and Products: The products and manufacturers specified in this Section establish the standard of quality for the Work. Subject to compliance with all requirements, provide specified products from the manufacturers named in Part 2. B. Reference Standards: Products in this section shall be built, tested, and installed in compliance with the specified quality assurance standards; latest editions, unless noted otherwise. 1. IEEE C2, National Electrical Safety Code. 2. NFPA 70; National Electrical Code. 3. MDOT Standard Specifications for Construction. 4. AASHTO, American Association of State Highway and Transportation Officials 5. Aluminum Association Standards. PART 3 Execution 3.1 INSTALLATION A. Except where necessary to match existing receptacles, install receptacles with theirground slots below, or to the left, of the line and neutral slots. B. Provide No. 10 AWG wire to NEMA Type 6—20R receptacles serving freezers, window air conditioners or other large appliances. C. Where shown on the drawings, provide a separate neutral conductor for eachsingle-phase branch circuit. The neutrals of these single-phase circuits shall not be shared or daisy-chained. D. Receptacles installed in surface raceways being fed by multiple circuits, shall have adjacent receptacles from alternate circuits. E. Provide ground fault circuit interrupter (GFCI) receptacles for new and existing 120 voltduplex receptacles located outdoors, in toilet rooms and within 6 feet of water sourcesincluding sinks, cup sinks, fume hood sinks, faucets, hose bibs and water coolers. Standard receptacles protected by an upstream GFCI receptacle or a GFCI circuit breaker are not acceptable. F. Provide waterproof enclosures for receptacles located outdoors or when designated’’waterproof” in special indoor applications. Enclosures shall remain watertight even while in use. Cantex, Carlon, Leviton or TayMac Corporation. G. Provide a nametag on the back of each cover plate of new and existing light switchesand receptacles identifying the panel and circuit number feeding the device. Trace theexisting circuits using an electronic circuit tracer if necessary. Nametags shall consist of black text permanently laminated to adhesive backed clear nylon or Mylar tape. Brother P-Touch. Embossed plastic tape labels are not acceptable. H. Color code junction boxes and box covers of emergency circuits with red paint. I. Mark junction box covers in indelible ink with the panel and breaker numbers of the circuits contained within. 3.2 FIELD QUALITY CONTROL A. The contractor shall perform testing in accordance with Specification Section 260800, and shall submit a test report. 3.3 COMMISSIONING A. Perform commissioning activities in accordance with Related Sections. © REVIEWED:DRAWN: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.6 WARRANTY A. Provide a complete parts and labor warranty for a minimum of one year from the date of Substantial Completion. C. Electrical Components, Devices, and Accessories:ConstructionDocumentsPART 2 Products 2.1 STREET AND PARKING LOT LIGHTING A. Fixtures 1. Provide as specified in the Light Fixture Schedule, or accepted through the prior approval process.PROJECT NUMBER: 5404CD5■a B. Poles 1. Provide as specified in the Light Fixture Schedule, or accepted through the prior approval process. ^rLU CO ELECTRICALSPECIFICATIONSCONTINUED CMCO LUCOCMCO C. Anchor bolts for street and parking lot lighting shall be 1 inch diameter by 42 inches long with a 4 inch “L", fully hot dipped galvanized steel having a yield strength of 36,000 psi. Each bolt shall be provided with two zinc plated flat washers and two galvanized hex nuts. D. Provide Valmont Nut Cover, “Dart Square — 2T’ Model only, made of A356 alloy aluminum and finished to match the pole. The nut cover shall be a single unit, installed in two pieces, covering all four nuts and the base plate. Pieces shall be held together and anchored to the pole base with stainless steel set screws. 2.2 CONCRETE A. Concrete for lighting pole and emergency telephone kiosk bases shall be 6 bag, minimum mix, with aggregate not exceeding 3/4 inch, 3000 psi minimum compressive strength after 28 days, air content minimum 5 percent and maximum 7 percent. 2.3 RACEWAYS A. Conduits indoor, in general areas shall be electrical metallic tubing (EMT) with steel set screw fittings. <end of section 262726o©Cd oLU CH<Q. SHEET NUMBER>-o:o E4.1C/5 COe CM Q.^o cn2 5 “ oo ct CNJ q_ in" cdII T T T T T T T T© © © © © © © © ©©COPYRIGHT DESIGNWORKSHOP, INC. ©© © © © © © © ©I I I I I I \ A f\# 4\ CDSGENERAL NOTES ©INSTALL ALL NEW WORK TO MEET CURRENT CODES AND INSTALLATION STANDARDS.1.ENGINEERING MECHANICAL & ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN. MT 5974 1 (406) 282.7082 WWW.CDSIENGINEERING.COM »2. WIRING FOR PARKING LOT LIGHTS SHALL BE UNDERGROUND AND IN 1 DIAMETERSCHEDULE 40 PVC CONDUIT AS NOTED ON THE PLANS. CONDUITS SHALL TYPICALLY BE PLACED 2 FEET FROM THE BACK OF CURB. ALL WIRING SHALL BE INSTALLED TO MEET THE NATIONAL ELECTRIC CODE. PULL BOXES SHALL BE REINFORCED CONCRETE AND SHALL BE LOCATED TO NOT IMPEDE ACCESS TO PROPERTIES. 3. THE CIRCUITRY/CONDUIT SHOWN IN A DASHED LINETYPE SHALL BE NORMAL POWER, INSTALLED UNDERGROUND PER THE LATEST EDITION OF THE NATION ELECTRIC CODE. CONDUIT SHALL BE INSTALLED WITH A MINIMUM COVER REQUIREMENT OF 18 INCHES BELOW FINISHED GRADE. 4. COORDINATE FINAL LOCATIONS OF THE METER PEDESTAL, LIGHT POLES, AND JUNCTION BOXES WITH FINAL ROAD AND SIDEWALKS.X 5. PROVIDE LIGHT POLE BASES PER LIGHT POLE MANUFACTURERS REQUIREMENTS AND DETAILS.\\ 6. CENTER LIGHT POLES WITHIN THEIR RESPECTIVE BOULEVARDS AND COORDINATE LOCATIONS WITH OTHER OTHER UTILITIES AND/OR LANDSCAPING. *7. PROVIDE ONE (1) 4” CONDUIT SLEEVE FOR EACH TWO (2) 1 PARKING LOTS. »CONDUITS THAT CROSS £©LU o << aQ-\NEW IRRIG.CDz>VELLC1 1/2HP)\Q O-< oc■N 2 o\\O'\LU LL30A FUSED DISCONNECT NEMA 3R N X \\ ~ O coCDU- OH__ o i->■ LUMv*-OPAV1->- LU I- XXPAV1 —1,3 O'a LU 2 £^ I OH zN £ g O § 2 a. a CL o'WEST SMALL PAVILION 'o3/AA*mUTILITY/ TRANSFORMER /" 200A METER/ //HPANEL 'PAV1' E3.0 m <DCLUV;.§CONTINUE ON SHEET ESI,3 #10 XNDUCTOR(S) & 1" CONDUIT CDO oCOo© PAV1 -5 S4 #10 CONDUCTOR(S) & 1" CONDUIT \\ Z1 CAL.S4//// ■ V X'f y PAV1 -7MX\/' x x'#10 CONDUCTOR(S) 1" CONDL© \ ^7 X IT1f V X’ %IN-GRADEJ-BOX \\\,x/%m-.\-/%xV 7,• 'B X ,xI ISSUE DATE: 02/09/2018V\m x\L //\\ \REVISIONSX\.X #x\X DESCRIPTIONDATEfX\/ x X V.4>Tal.\/v-- XM:S3xlXVxx', C.7 /1 PAV1 -9EX1v~X ,xres// ♦XN 'TM:#10 CONDUCTORCS) 8< 1" CONDUIT CONTINUE ON SHEET ESI,4 '©S3v\-i 4=^\V-i v /-}yV3Vsite7 X)IN-GRADEJ-BOX REVIEWED:DRAWN:St Hi\QOixa /3 X1 X \/\KEY PLAN (NOT TO SCALE)Fw \ )/ConstructionDocuments /-xC \X . // X4./ i1 L.EX;l\V>4\^35\ANEL> //X)//7// 3” "CAL.PROJECT NUMBER: 5404'RR'a)5TJi //L//C/)XLUXX RESTROOM ELECTRICALSERVICE XXCO PRE-FAB V PANEL C\JCO ELECTRICALPLAN x COCMCO X'al.X)<CONTINUE ON SHEET ESI,53” "CAL.o 3%S?AL.©a.Jg-#10 CONDUCTOR(S) & 1" CONDUIT 9 Xo PREFAB RESTRDDM FACILITY \x MytpyV w TRANSFORMERm<CL \ SHEET NUMBERzQ1S5eoE3.0 ES1.4cn COCM /E ^Q. > CO C/59 l-LO O XX/3 oNORTH 10'20' 40'x ORIGINAL SCALE: 1"=20'-00'S o co" CO TT T T TT© © © © © © © © ©©COPYRIGHT DESIGNWORKSHOP, INC.O O■° CMCD ©© © © © © © © ©I I I I I I A J # 4CDSGENERAL NOTES ©INSTALL ALL NEW WORK TO MEET CURRENT CODES AND INSTALLATION STANDARDS.1.ENGINEERING MECHANICAL A ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN, MT 59741 (406) 282.7082 WWW.CDSIENGINEERING.COM 2. WIRING FOR PARKING LOT LIGHTS SHALL BE UNDERGROUND AND IN 1SCHEDULE 40 PVC CONDUIT AS NOTED ON THE PLANS. CONDUITS SHALL TYPICALLY BE PLACED 2 FEET FROM THE BACK OF CURB. ALL WIRING SHALL BE INSTALLED TO MEET THE NATIONAL ELECTRIC CODE. PULL BOXES SHALL BE REINFORCED CONCRETE AND SHALL BE LOCATED TO NOT IMPEDE ACCESS TO PROPERTIES. DIAMETER / 3' 3. THE CIRCUITRY/CONDUIT SHOWN IN A DASHED LINETYPE SHALL BE NORMAL POWER, INSTALLED UNDERGROUND PER THE LATEST EDITION OF THE NATION ELECTRIC CODE. CONDUIT SHALL BE INSTALLED WITH A MINIMUM COVER REQUIREMENT OF 18 INCHES BELOW FINISHED GRADE. // V 'CAL.3/ \/ \ 4. COORDINATE FINAL LOCATIONS OF THE METER PEDESTAL, LIGHT POLES, AND JUNCTION BOXES WITH FINAL ROAD AND SIDEWALKS. / CONTINUE □ SHEET ES1.1 / 5. PROVIDE LIGHT POLE BASES PER LIGHT POLE MANUFACTURERS REQUIREMENTS AND DETAILS.I I \I 6. CENTER LIGHT POLES WITHIN THEIR RESPECTIVE BOULEVARDS AND COORDINATE LOCATIONS WITH OTHER OTHER UTILITIES AND/OR LANDSCAPING.I I *7. PROVIDE ONE (1) 4” CONDUIT SLEEVE FOR EACH TWO (2) 1 PARKING LOTS. »CONDUITS THAT CROSS £©LU o << aQ-/ \CO\3Q\Q_\\o < C£\O\O'\LU LL\N—x-------O (/) LL ct \LU >■ \ <\ O I-O >- LU I- XOlaLU 2crNO'ui <o/o QQ O § 3#6’s, 1 1/4” C. PAV2—3 CLGO<30A FUSED DISCONNECT NEMA 3R ocLU §CDO oCOo©30A FUSED DISCONNECT NEMA 3R #4’s, 1 1/2 PAV2—5 a PROMENADEPAVILION\\W I //I yfl /AEASTXSMAtl^) \ PAVILION \ A/'CAL\nv//-vA 3<,L. lr1/Y\\ 4/k\/\xv 1I■-yUj I V V -ATwW\\r*im n—iX. LV-////y\/\(X\V' \\Yf\/L—-A\^///|I\\V/7 v\\\XA/■------TA fT\V■f \\\i------L=©/J—-n mT\/\\ Ii—- <j\_La_,\MSyri___—i7/ p' '■ Pn i I / \I /ILUj ; /‘jmm.i //f I1In:3 /i i '/ISSUE DATE: 02/09/2018\-a i ■o REVISIONS°o:#°o DESCRIPTIONDATE8ilIQd cOI o °o° o%o 8' %r ■\ \ I Al \V,—----"1-IV/—-sLH\ M©—■\—\J \/~7V /---\r#10 CONDUCTOR(S) & V CONDUIT REVIEWED:DRAWN: /IN-GRADEJ-BOX KEY PLAN (NOT TO SCALE)ConstructionDocuments Y\/7 S3 /NEW IRRIG. WELL RRAF0/12 i PROJECT NUMBER: 5404a)5TJi 8 C/)CONTINUE ON SHEET ESI.6LUcoCONTINUE DN SHEET ESI,4 CNco ELECTRICAL PLAN COCNCO <O ©/cro (3)#l/0+(l)#l GRD IN 2" C.A<CL Jl SHEET NUMBERaDCeo ES1.5cn CO Q.^co ZTO C/5 0NORTH 10’20’ 40’ORIGINAL SCALE: 1"=20'-00'S o LO CD O T-o § T T T T T T T T© © © © © © © © ©©COPYRIGHT DESIGNWORKSHOP, INC. o © ©©©©©©©1 1 1 1 1 1 1 1 A f MECHANICAL LEGEND (NOT ALL SYMBOLS ARE USED ON THIS PROJECT)ADOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT RECIRC ------cw GATE VALVE BALL VALVE CHECK VALVE DOUBLE CHECK VALVE REDUCED PRESSURE BACKFLOW -------HW CDS■0 PIPE TURN DOWN OPIPE RISE — PIPE BOTTOM CONNECTION — PIPE TOP CONNECTION — PIPE CONNECTION -3 PIPE CAP -||i PIPE END CLEANOUT FLOOR DRAIN ------RHW ■W JLWATER SERVICE NATURAL GAS BELOW GRADE SANITARY SEWER --------SS------ABOVE GRADE SANITARY SEWER --------V--------SANITARY VENT BELOW GRADE STORM ABOVE GRADE STORM STORM OVERFLOW ■w- ©■G'ENGINEERING MECHANICAL A ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN. MT 59741 (406) 28? 708? WWW.COSIENGINEERING.COM Y t—&PRESSURE REDUCING VALVE STRAINER TEMP/PRESSURE RELIEF VALVE PRESSURE GAUGE TEMPERATURE GAUGE 1 <&ROOF DRAIN--------STO' £DETAIL TAG DESIGNATION AND SHEET LOCATION PLUMBING FIXTURE & LABEL*UNION WC-1 2” REDUCED PRESSURE BACKFLOW PREVENTER WITH AIR GAP FITTING PIPE AIR GAP TO FLOOR DRAIN 2” PRESSURE REDUCING VALVE ’ SET AT 65 PSIG PIPE SLEEVEEQUIPMENT AND EQUIPMENT TAG<£huEH>INSTALL WATER SERVICE AND METER PER THE CITY OR LOCAL STANDARDS ABBREVIATIONS 2” IRRIGATION PIPINGAMERICANS W/ DISABILITIES ACT COMPLIANT EQUIPMENT ACCESS DOOR ABOVE FINISHED FLOOR AIR HANDLING UNIT BACK DRAFT DAMPER BRANCH SELECTOR UNIT COMBUSTION AIR CLEANOUT CONTINUATION DOMESTIC COLD WATER CHILLED WATER (GLYCOL SUPPLY)CHILLED WATER (GLYCOL RETURN)DIRECT DIGITAL CONTROL DRINKING FOUNTAIN (E)SA SUPPLY AIRSMOKE DAMPER SUPPLY DIFFUSER/GRILLESUPPLY FANSHOWER ADA EXISTING TO REMAIN EXHAUST AIR EXHAUST FANEXHAUST GRILLE ELECTRICAL FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FIRE DAMPER FIRE/SMOKE DAMPER FIRE EXTINGUISHER FLOOR SINK HOSE BIB HEAT PUMP UNIT DOMESTIC HOT WATER HEATING WATER (GLYCOL) SUPPLY i------H*HWR HEATING WATER (GLYCOL) RETURN LOUVER LAVATORY MANUFACTURER 1000 BTU/HR MECHANICAL MOP SINK L3SDEA2” WATER METER 2” STRAINER vSD/SGAD EF L-##2” DOUBLE CHECK BACK FLOW PREVENTERAFFEG-##ELECT SFLAVAHUSH m * MANUF a:BALL VALVE OYP)BDD SK SINKFCOMBH 2” PRESSURE REDUCING VALVE SET AT 65 PSIG BS/BSU SS SANITARY SEWER STORM SEWER TEMPERATURE CONTROL TRANSFER GRILLE TYPICAL URINALSANITARY VENT VENT THROUGH ROOF WATER CLOSET WALL CLEANOUT EXISTING TO BE REMOVED FC/FCU AMECH O'STCAFDMSTCCO©FD LUm A(N)„ 5—r2 WATER SERVICE J NEW QTGCONTFD/SD < OA OUTSIDE AIR ON CENTERPRESS. REDUCING VALVE 2” CWTO FIXTURESTYPCW <FE OC URCWSFSPRV OCLvOCHB(R)REMOVE AND RELOCATE RETURN AIR ROOF DRAIN RETURN GRILLE SUPPORT STAND (TYP)VTR mCWRHP/HPU RA Owc z o- <^ O HW RD LWOO >- DDC HWS RG-##(X)FLOORDF OC LU LLN2 §LU>■<LL O O H >- LU1 \ WATER SERVICE DETAIL H IOCQLUOM1 .1/ NO SCALE O'NOC B <oOOGQO D. Q.00 <TRAP PRIMER VALVES a.n LU INSTALL IN ACCESSIBLE LOCATION OR PROVIDE A 12”X12” ACCESS DOOR.COo o COrt.BALL VALVE o CW SUPPLY CEILINGr\ FUTURE RESTROOM RECESS CONCRETE AT DRAINFUTURERESTROOMFLOOR SINK OR FLOOR DRAINMECHANICALROOM CONCRETE _ VENT TO NEAREST WALL (2}VlVLM/ 3S 3* 'y4! CURTIS L. SMIT : PROVIDE A FLOOR SINK, JR SMITH MODEL 3010, 3”SS, 1-1 /2”V CONNECT SS TO 6” SERVICE (SEE CIVIL DRAWINGS) EXTEND VENT THROUGH ROOF PROVIDE 4” VENT THROUGH ROOF. PROVIDE TRAP PRIMER 2” DUAL CHECK a*VjVLM/ DRAIN LINEPEX TRAP PRIMER TUBING #V|mFUTURERESTROOMFUTURERESTROOM _DEEP P-TRAP O©2 ^ FLOOR SINK / DRAIN DETAIL NO SCALE AIR GAP FITTING PIPE TO DRAIN M1.1RACK ON WALL 2” RPZ y 2' -1 ISSUE DATE: 02/09/20182'REVISIONS #DATE DESCRIPTION 2” IRR AT 6’6” DEPTH OF BURY I 2” CW SERVICE SEE CIVIL DRAWINGS FOR CONTINUATION AT 6’6” DEPTH OF BURY © & MECHANICAL ROOM - WATER SERVICE REVIEWED:DRAWN: SCALE: y4" = 1'-0m ConstructionDocuments PROJECT NUMBER: 540403§■o COCMCD WATER SERVICE coCMCD <O ©OC oLU a:<Q- SHEET NUMBER>-DCo M1.10) coE ^ r. w - o• LU^ oO cn CM q_in" co o T- o §^ in T T T T T T ©COPYRIGHT DESIGNWORKSHOP, INC.O © © © © © © © O o © ©©©©©©©1 1 1 1 1 1 1 SECTION 221010 - PLUMBING PIPING AND SPECIALTIES PART 1 GENERAL1.1 WORK INCLUDEDA. Furnish and install where shown on the drawings and required to connect fixtures and equipment, pipe and fittings of type and material for the various services as noted below.1.2 SHOP DRAWINGSA. Submit shop drawings in accordance with Section 220000.B. Indicate ASTM or ANSI ratings, pipe and fitting weights, pressure and temperature classifications and joining methods for all types of piping used in the project.1.3 QUALITY ASSURANCEA. Submit certification that each welder has passed A.W.S. qualification tests for the welding process involved and that certification is current. Ensure all welding is in compliance with the ASME "Boiler and Pressure Vessel Code”, Section IX, "Welding and Brazing Qualifications”. Comply with provisions of ASME B31 Series "Code for Pressure Piping”.B. Provide a lead-free domestic water system including all equipment, piping, valves, fittings, joint materials and all other components in contact with domestic water. Lead-free is determined by the current codes and standards.PART 2 PRODUCTS2.1 DOMESTIC WATERA. Provide Type L, ASTM B88, hard drawn copper tubing for domestic cold water in building above grade. Provide wrought copper solder type fittings, ANSI B16.22. Provide joints for pipe and fittings that are made with non-corrosive flux and 95—5 solder. Provide the maximum lead content of the flux and solder of 0.2% by volume.B. Provide is Type K, ASTM B88, soft drawn copper tubing for domestic cold water from the city main to the water meter.Provide McDonald copper flare fittings or equal.C. At contractor option, Pro-press mechanical fittings are acceptable in place of solder fittings.2.2 SANITARY SEWER, STORM SEWER AND VENT PIPEA. Provide schedule 40 PVC plastic Type DWV pipe and fittings. Polyvinyl chloride (PVC) Schedule 40 will conform to ASTM D 1785 & 2665. Provide joints that are primer & solvent hub type. Provide for sanitary sewer, storm sewer, and vent piping in building below floor to 5’ outside building.B. Provide schedule 40 PVC plastic Type DWV pipe and fittings. Polyvinyl chloride (PVC) Schedule 40 will conform to ASTM D 1785 & 2665. Provide primer & solvent hub type joints. Provide for sanitary sewer, storm sewer, and vent piping in building above floor. PART 3 EXECUTION3.1 INSTALLATIONA. Provide all pipes are round and straight, of required size. Do cutting with proper tools and ream pipes to full size after cutting.B. Properly enclose, support, guide, anchor, sway brace, connect, test, clean and flush out piping and properly insulate and protect where required.C. Pipe sizes shown on the drawings are nominal pipe internal sizes and not outside diameters unless noted otherwise.D. Run pipes substantially as indicated on the drawings. However, the architect/engineer reserves the right to require this Contractor to make minor changes in pipe locations where conflicts occur with other trades. Provide for such changes without extra cost to the Owner. SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING ANDEQUIPMENTPART 1 GENERAL 1.1 WORK INCLUDEDA. Provide identification for all piping and mechanical equipment as specified in this section.1.2 SHOP DRAWINGSA. Submit shop drawings as indicated in Section 220000. Provide shop drawings indicating the materials used, colors and lettering for all piping and equipment labels. Furnish a complete list of equipment labels to be furnished for the project.1.3 STANDARDSA. Comply with ANSI A13.1 for lettering size, length of color field and viewing angles of identification devices.PART 2 PRODUCTS2.1 ACCEPTABLE MANUFACTURERSA. Approved manufacturers are Allen Systems, W. H. Bradley, Industrial Safety Supply or Seaton Name Plate.2.2 PIPE MARKERS A. PLASTIC PIPE MARKERS; Snap-On Type: Provide manufacturer’s standard pre-printed, semi-rigid, snap-on, color coded pipe markers complying with ANSI A13.1.B. PLASTIC PIPE MARKERS; Pressure-Sensitive Type: Provide manufacturer’s standard pre-printed, permanent adhesive, color coded pressure sensitive vinyl pipe markers complying with ANSI A13.1. SECTION 220510 - EXCAVATION FOR UTILITIES PART 1 GENERAL1.1 EXCAVATION WORKA. Provide excavation as indicated on the drawings. Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Comply with applicable portions of the United Building Code. The contractor, not the subcontractor, will hire the testing laboratory to perform testing and inspection service during backfill.1.2 JOB CONDITIONSA. Locate existing utilities in work areas. If utilities are to remain in place, provide adequate means of support and protection during excavation operations. Should uncharted utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with building owner and utility companies in keeping all services in operation. Repair damaged utilities to the satisfaction of the utility owner.B. Do not use any explosives.C. Barricade open excavations and post with warning lights.Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations.PART 2 PRODUCTS 2.1 SOIL MATERIALSA. Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, GC, SW, SP, SM and SC. SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING AND PIPING EQUIPMENT PART 1 GENERAL1.1 WORK INCLUDEDA. Provide pipe hangers that adequately support the piping system. Install near or at changes in piping direction and at concentrated loads. Install to provide vertical adjustment to maintain pitch required for proper drainage. Install to allow for expansion and contraction of the piping.B. Construct and install duct hangers in accordance with the SMACNA HVAC Duct Construction Standards. Do not attach duct hangers to the floor or roof decks. Attach hangers to the structural steel construction with joist or beam clamps.1.2 SESMIC REQUIREMENTSA. Provide and install duct, piping and equipment supports to meet all seismic requirements as required in the International Building Code and American Society of Civil Engineer (ASCE), ASCE—7, latest editions. SECTION 220000 - BUILDING MECHANICAL PLUMBING REQUIREMENTS PART 1 ~1.1GENERAL SUPPLEMENTARY AND OTHER CONDITIONS OF THE CONTRACT A.The general, supplementary and other Conditions of the Contract and the General Requirements (Division 1)1.2INTENT OF PLANS AND SPECIFICA. The plans and specifications contemplate the complete installation of the system described so that at the conclusion of the construction, the systems will be turned over to the owner complete and ready for safe, efficient operation. The plans and specifications cannot deal individually with the many minute items which may be required by the nature of the systems. Furnish and install all such items normally included on systems of this type, which while not mentioned directly herein, are obviously essential to the installation and operation of the system and which are normally furnished on quality installations of this type.B. ln receiving bids, it will be assumed that each bidder has made a thorough inspection of the conditions and is familiar with all conditions affecting the extent or cost of this work. Claims for extra payments as a result or failure to examine the conditions prior to submitting the bid will not be allowed.C. The drawings are partly diagramtic and do not necessarily show the exact locations of plumbing and piping runs unless specifically dimensioned. Install piping to avoid other trades ana install in a compact and neat manner to maximize the available space.1.XODES, ORDINANCESA. Comply with all state and local codes and ordinances applyinq to specified herein. Attention is directed in particular to the UNIFORM CODE. INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL FUEL GAS CODE, INTERNATIONAL ENERGY CONSERVATION fcODE AND/OR ANY AUTHORITY HAVING JURISDICTION, and local regulations concerning the specified plumbing, heating and cooling equipment.B. Make application for, obtain and pay for all required permits and certificates of inspection for the work.C. ln the event of conflict between this specification and a governing code or ordinance, provide work to meet the higher standard. Provide all work to meet any local codes that affect work on the project. Extra payment will not be allowed for changes required by local regulations.11NSPECTIONA.Request regular inspections of duly authorized inspectors as required by codes and ordinances.1.5SUBSTITUTINGA.Submit proposals to contractor for substitution of material and equipment listed on the drawings and/or these specifications after the architect/engineer’s approval has been obtained. For such proposals, provide materials and equipment that conform in type, function, quality of material and assembly and meet the requirements indicated in drawings and specifications. SUBMIT REQUESTS FOR APPROVAL TO THE ARCHITECT/ENGINEER AT LEAST 10 DAYS PRIOR TO THE BID DATE. Include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitute including drawings, cuts, performance and test data and any other information needed for an evaluation. Include a statement setting forth any changes in any other equipment or other work that incorporation of the substitute would require. The burden of proof of the merit of the proposed substitute is upon the proposer. If these proposed substitutions are considered as acceptable equals for quotations and use, qpproval will be issued in an addendum.1.6SHOP DRAWINGSA. Prior to the placing of orders for any equipment, submit to the engineer for approval a complete schedule of mechanical equipment and fixtures to be installed. Include in the schedule at least six (6) sets each of catalogs, cuts, diagrams, shop drawings, performance curves or any other descriptive material necessary to fully describe the equipment proposed and its operating characteristics, in the schedules, list the operating conditions of the equipment at the conditions listed on the schedules.B. Submit all shop drawings and sign, "approve” and initial prior to submittal to the engineer. The engineer will check the shop drawings to aid in interpreting the plans ana specifications, and in so doing will assume that the shop drawings conform to all specified requirements set forth in this specification. The approval of the shop drawings by the engineer does not relieve the contractor of the responsibility of complying with all elements of the specification.C. Make the determination of quantities of material and equipment required based on the drawings. Schedules on the drawings and in the specification are completed as an aid to the contractor, but where discrepancies arise, provide the proper number to complete this work.1.7ASBESTOS CONTAINING MATERIALSA.Coordinate all work with the asbestos abatement contractor for this project. Prior to the start of work review all asbestos reports or sample analysis, that the Owner has had completed. Do not cut into or in any other way disturb existing materials which contain asbestos. Asbestos abatement is not within the scope of Division 22 work. If a material that has not been tested for asbestos must be disturbed, make a request in writing to the Owner that the material be tested for asbestos prior to the start of work. BProvide materials and equipment which do not contain asbestos. At the completion of the project, certify in writing that the materials and equipment installed do not contain asbestos.1.8LEAD FREE DOMESTIC WATER SYSTEMSA.Provide a lead-free domestic water system including all equipment, piping, valves, fittings, joint materials and all other components in contact with domestic water. Lead-free is determined by the current codes and standards.PART 2 PRODUCTS2.1 MATERIALS.A. Provide 3M CP25 caulk for fire barrier caulking system. Provide fire barrier caulk that is UL classified and Factory Mutual System approved.PART 3 EXECUTION3.1 INSTALLATION OF THE WORK A£xamine all the drawings before proceeding with the layout and installation of his work. General and electrical wiring contract drawings will be made available to this Contractor. SHOULD DISCREPANCIES AFFECTING THE WORK BE FOUND, IMMEDIATELY REPORT SAME TO THE ENGINEER FOR INSTRUCTIONS. Provide for and cover the expense of subsequent changes made by neglecting to discover and report such discrepancies, under t or the Engineer.B. ”Furnish’, ’’Provide”, and/or ’’Install” are all considered as a requirement to both furnish the equipment and install it unless specific reference is made to the furnishing or installing of the equipment by others.C. Confer and cooperate with other Contractors on the job in the installation of the work so all work will be installed in proper relationship surrounding location and shape of any part to avoid conflicts. Provide for the correct size and location of any changes, slots, and openings required and do any cutting or patching made necessary by failure to make proper arrangements in this respect with no cost to tne owner.D. Locate pipes essentially as shown on the drawings, but in exact locations as laid out on the job to suit actual conditions. Arrange exposed pipes as closely as practical to wall or ceiling surfaces. Indicated connections to equipment are necessarily based on equipment of a given manufacturer. If the use of "approved equal” equipment is proposed, then assume the responsibility for proper location in a manner approved by the Engineer. Make changes that are necessary for this reason without additional cost to the Owner.E. Follow the equipment manufacturer’s instructions and recommendations in the installation and connection of all equipment and materials furnished under this contract. In the event of conflict or discrepancy between manufacturer’s instructions and the contract documents, notify the Engineer before proceeding. Do not make any equipment installation in a manner that voids the manufacturer’s warranty of the equipment.3.2CLEANINGA. Refer to section 232116 for cleaning of the heating and chilled water piping systems.B. Remove labels, stickers, etc., usable condition.C. Thoroughly clean heating and cooling equipment, tanks, heat exchangers, pumps, traps, ducts, etc., and install new filters or filter media. A. Chlorinate all domestic hot and cold water lines to comply with local and State health regulations.B. Ensure this work is witnessed by the Architect/Engineer.C. Apply the chlorinating agent at the start of a new line and inject it through a corporation cock or similar device, to ensure complete chlorination of all pipe.D. Use calcium hypochlorite where applicable and use commercial products such as H.T.H., Perchloron, or Mexochloron. First mix the calcium hypochlorite mix to a homogeneous paste. The paste must contain approximately five (5) percent available chlorine by weight. Then, thin the paste to a slurry ana mix with water to obtain a resultant consistency of 100 parts per million. Feed this mixture into the pipeline and retain for a one-hour contact period. Then open all valves in groups of three and run water of 100 parts per million calcium chlorite concentration through for a ten minute interval for each group of valves.E. After chlorination, open all valves and run water through to waste for a ten minute period or until the waste water indicates a residual of not over 0.5 parts per million.F. Provide potable water system testing by an approved independent testing agency and certify that the potable water system meets the requirements of local health authorities before using for domestic service upon completion of the system. The testing agency will obtain a representative sample at random outlets on the Project. If test sample does not prove to be potable, sterilize the entire Project’s potable water system at no additional cost to the Owner. Furnish a copy of the test to the engineer and the local utility.3.12ALL EQUIPMENTA. At a time set by the contractor and agreed to by the owner, arrange to place equipment in operation and have available at that time, if required, representatives of the manufacturer of equipment to assist in starting equipment, to make necessary adjustments to equipment, and to prove satisfactory operation prior to turning facility over to the owner.B. Repair or replace any irregularities, faulty equipment, etc., as required prior to acceptance.C. Run operating test for 30 hour periods and submit data for approval.D. Charge all equipment with clean media and completely finish installation prior to acceptance.EProperly balance all pumped water systems.FProperly balance all air systems. Balance within 10% of the CFM listed on the schedule. SECTION 220523 - GENERAL DUTY VALVES FOR PLUMBING PIPING PART 1 GENERAL1.1 WORK INCLUDEDA. Provide factory-fabricated valves recommended by manufacturer for use in service indicated. Provide valves of types and pressure ratings indicated; provide proper selection as determined by Installer to comply with Installation requirements. Provide end connections which properly mate with pipe, tube, and equipment connections. Where more than one type is indicated, selection is Installer’s option.B. SIZES: Unless otherwise indicated, provide valves of same size as upstream pipe size.C. OPERATORS: Provide handwheels, fastened to valve stem, for valves other than quarter-turn. Provide lever handle forquartei—turn valves, 6” and smaller.D. Refer to section 220553 for valve tag and valve chart requirements.1.2 SHOP DRAWINGSA. Submit shop drawings in accordance with section 220000.B. Indicate pressure and temperature classifications and joining methods for all types of valves used in the project.PART 2 PRODUCTS2.1 ACCEPTABLE MANUFACTURERSA. The following valve manufacturers are approved: Nibco, Apollo, Red White, Watts or approved equal. Approved flow control valves are Autoflow, Nexus, Griswold or approved equal.2.2 GATE VALVESA. Provide NIBCO No. T 111 threaded, S 111 solder, 125 PSI steam, 200 PSI W0G for Bronze Gate Valves. Provide valves conforming to MSS SP 80.B. Provide NIBCO No. F 617 0 flanged, 125 PSI steam, 200 PSI WOG for iron body gate valves. Provide valves conforming to MSS SP 70.2.3 BALL VALVESA. Provide NIBCO No. T—580 threaded, S 580 solder, 125 PSI steam, 400 PSI WOG for Bronze Ball Valves. Provide valves conforming to federal specification WW V-35 CLASS A, Type II.Furnish with extended lever handle.2.4 BACKFLOW PREVENTER (DOMESTIC WATER SYSTEM)A. Provide WATTS 009—S—QT for backflow preventer. Reduced pressure backflow preventer will include two in-line independent check valves with an intermediate relief valve; NPT body connections (flanged connections for 3”); four ball type check cocks; two quarter turn, full port, resilient seated bronze ball valve shut offs and bronze strainer. Test and certify the backflow preventer under the following standards for reduced pressure backflow preventers; A.S.S.E. Std. No. 1013, AWWA Std. No. C511-89, CSA B64, IAPMO listed. Furnish with air gap fitting and pipe drain to floor drain. Provide valves that are certified for a 175 psi supply pressure and 180'F water temperature. Conbraco is accepted as equal.B. Backflow Preventer - Provide WATTS 709-S-QT for backflow preventer. Double check assembly will include two in-line independent check valves; flanged body connections; ball type check cocks; two quarter turn, full port, resilient seated bronze ball valve shut offs and E.P.A. approved epoxy coated strainer. Test and certify the backflow preventer under the following standards for double check valve backflow preventers; A.S.S.E. Std. No. 1015,AWWA Std. No. C570-89, CSA B64, IAPMO listed. Provide valves that are certified for a 175 psi supply pressure and 110'F water temperature. Conbraco is accepted as equal.2.5 PRESSURE REDUCING VALVE (DOMESTIC WATER SYSTEM)A. Provide 1/2”-2” WATTS model U5 (3” WATTS model N223B) with a delivery pressure setting of 50 psi for pressure reducing valve in domestic cold water main. Furnish the pressure reducing valves with a removable stainless steel strainer. Provide with bronze body construction. Set the pressure reducing valve for 70 psi no flow pressure. Conbraco is accepted as equal.PART 3 EXECUTION3.1 INSTALLATIONA. Install valves where required for proper operation of piping and equipment, including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary.B. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. Install valve drains with hose-end adapter for each valve that must be installed with stem below horizontal plane.C. Install extended-stem valves, where insulation is indicated, arranged in proper manner to receive insulation.3.2 SELECTION A fGENERAL are hereby made a part of this section. CATIONS # 4CDS©ENGINEERING MECHANICAL A ELECTRICAL CONSULTANTS 7540 CHURCHILL RD. MANHATTAN, MT 59741 (406) 28? 708?WWW CDSIENGINEERING.COM Each manufacturer of seismic system components will submit a certificate of compliance for review and acceptance by the engineer and/or the authority having jurisdiction.1.3 SHOP DRAWINGSSubmit shop drawings in accordance with Section 220000. Indicate pipe hangers to be used for each size and type of B. PERMITS the work PLUMBING FURNISHED UNDER DIVISION 220000:A.B.pipe.Small Pipes: For external diameters less than 6”(including insulation), provide full band pipe markers, extending 360 degrees around pipe at each location fastened by one of the following methods. Indicate seismic supports to be used for each type of pipe, duct or equipment on the project.1.4 CONCRETE BASES C.C. B. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups ML, MH, CL, CH, OL, OH and Provide (in coordination with the General Contractor) all concrete bases required for equipment (boilers, air handling units, tanks, pumps, furnaces, water heaters, etc.) inside the building and condensing units outside the building. After the bases are poured, allow them to set at least five (5) days before mounting equipment. PART 2 PRODUCTS2.1 SESIMIC SUPPORTSProvide seismic supports for piping, ductwork and equipment as manufactured by Amber Booth, Mason Industries, or approved equal.2.2 PIPE HANGERSProvide hangers that are constructed of malleable or wrought iron, and hangers supporting copper pipe that are copper plated. Hangers for pipe 3 inches and smaller must be adjustable split ring, ELCEN FIG. 89, Galv. and ELCEN FIG. 389 copper plated. For piping above 3 inches, hangers must be adjustable, Clevis type, ELCEN FIG. 12.Support rod loading: Provide total hanger rod load (including piping, insulation, and medium) that does not exceed following limits: Nominal Rod Diameter A.1.Snap on application of pre-tensioned semi-rigid plastic pipePT.marker.the CFM of all diffusers to Satisfactory fill materials are satisfactory soil materials free of clay, rock or gravel larger than 2” in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter.PART 3 EXECUTION3.1 EXCAVATIONSlope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restriction or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling.Shoring and Bracing: Provide materials for shoring and bracing such as sheet piling, uprights, stringers and cross braces in good condition. Comply with requirements of local codes and authorities having jurisdiction for trench shoring and bracing. Maintain shoring and bracing in trenches regardless of time trenches will be open. Carry down shoring and bracing as work progresses.Prevent water from flowing into excavations and flooding project site and surrounding area. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings and detrimental soil changes. Provide and maintain pumps and other equipment needed to convey water away from excavations.Stockpile excavated materials until required for backfill. Place grade and shape stockpiles for proper drainage. Locate and retain materials away from the edge of trenches.Dig trenches to the uniform width required for the particular item to be installed, sufficiently wide to provide ample working room. Provide 6” to 9” clearance on both sides of pipe or conduit.Excavate trenches to depth indicated or required. Carry depth of trenches to establish indicated flow lines and elevations. Beyond building perimeter, keep trenches deep enough to prevent freeze-ups.Where water is encountered within 12” of the pipe invert, carry excavation a minimum of 6” below required elevation and backfill with crushed stone or gravel prior to installation of pipe.For pipes 5” or less in nominal size, hand excavate bottom cut to required depth and support pipe on undisturbed soil.For pipes 6” and over, excavate to 6” below required depth. Unless otherwise indicated, excavate for exterior piping so top of piping is at least 4’—6” below grade.Grade bottom of trenches notching under pipe to provide solid bearing for entire pipe body.Protect all trench bottoms from freezing.3.2 COMPACTIONControl soil compaction during construction providing minimum percentage of density as specified below.Slabs, roads and paved areas: Compact each layer of backfill to a minimum of 98% maximum density.Lawn or unpaved areas: Compact each layer of backfill to a minimum of 90% maximum density.Walkways: Compact each layer of backfill to a minimum of 98% maximum density.Control moisture in the soil to plus or minus 2% of optimum moisture when the soil is placed. When subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify any dry soil material that is too wet to permit compaction to proper density.Soil that has been removed because it is too wet for compaction may be stockpiled or spread to allow to dry.3.3 BACKFILLPlace acceptable soil material in layers to required subgrade elevations. Use subbase material under pipes where indicated.Shape to fit bottom 90 degrees of pipe cylinder.Backfill excavations as soon as possible but not until the completion of the following.Inspection, testing, approval and recording locations of underground utilities.Removal of shoring and bracing, and backfilling of voids with satisfactory materials.Removal of trash and debris.Place backfill in layers not more than 8” in loose depth for material compacted by heavy equipment, and not more than 4” for hand operated tampers. Before compaction, moisten or aerate each layer as needed to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill materials evenly adjacent to structures and piping to required elevations. Take care to prevent displacement of piping by carrying material around piping to approximately the same elevation in each 3.4 FIELD QUALITY CONTROLQuality Testing Control During Construction: Allow testing service to inspect and approve backfill layers before further construction work is performed.Perform field density tests in accordance with ASTM D 1556 (sand cone method), ASTM D 2167 (rubber balloon method) or ASTM D 2922 (nuclear method), as applicable. When ASTM D 2922 is used, check and adjust the calibration curves using only the sand cone method as described in ASTM D 1556. ASTM D 2922 results in a wet unit weight of soil and when using this method, use ASTM D 3017 to determine the moisture content of the soil. Check the calibration curves furnished with the moisture gages along with density calibration checks as described in ASTM D 3017. Provide for the calibration checks of both the density and moisture gages at the beginning of the job, on each type of material encountered and at intervals as directed by Architect/Engineer.In each compacted backfill layer, make one field density test for every 200 ft. of trench.If in the opinion of the Architect/Engineer, based on testing service reports and inspection, fills which have been placed are below specified density, provide additional compaction at no added charge.3.5 MAINTENANCEWhere settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other surface) add backfill material, compact and replace surface treatment. Restore appearance, quality and condition of surface or finish of adjacent work and eliminate evidence to greatest extent possible.END OF SECTION 220510 C.2. Adhesive lap joint in pipe marker overlap.Laminated or bonded application of pipe marker to pipe or3.3.130PERATI0N AND MAINTENANCE MANUALSAPrepare two portfolios with two complete sets of shop drawings of the equipment used in the erection of the mechanical systems and equipment testings, cleaning and maintenance instructions, operation and maintenance manuals, list of materials for the maintenance, parts list, wiring diagrams, and name and address of authorized service organization.B. Fold information only if necessary, and bind in an 8 1/2” x 11” hard cover indexed, looseleaf binder. Use multiple binders if required to contain material. Properly identify all material with job name, date, and the names and addresses of the contractor, architect, and engineer.C. Submit the portfolios to the engineer for review of material and completeness prior to final inspection, and when approved by the engineer, turn the portfolios over to the owner at the time of the final inspection.D. Where indicated in the specification, provide the services of a factory trained representative to instruct the owner’s authorized personnel in the operation, control, and maintenance of equipment. Instruct owner’s personnel in the operation of all other equipment and systems.EJnclude the following close-out documents in the manuals:1 .Final Test and Balance reports.2. Valve tag chart.3. Asbestos letter.4. Warranty letter.5. Equipment start-up and functional test reports. insulation.Taped to pipe or insulation with color coded plastic adhesive tape at least 2” wide with a full circle at both ends of pipe marker, tape lapped 4”.Large Pipes: For pipe diameters 6” and larger (including insulation), provide either full-band or strip type pipe markers, no narrower than 3 times letter height, and of required length fastened by one of the following methods:Laminated or bonded application of pipe marker to pipe or 4. A.A. D.A. B.1.insulation.Taped to pipe or insulation with color-coded plastic adhesive tape, not less than 2” wide with a full circle at both ends of pipe marker. The tape must be lapped 4” at both ends.Strapped-to-pipe or insulation application of semi-rigid type with manufacturer’s standard stainless steel bands.Provide lettering of the manufacturer’s standard pre-printed nomenclature which best describes the piping system in each instance, or as selected by the engineer in cases of variance with names as shown or specified.Provide with arrows on each pipe marker indicating direction of flow, either integrally with the piping system service lettering or as a separate unit of plastic.Provide plastic tape of the manufacturer's standard color coded pressure sensitive vinyl tape not less than 3 mils thick. Provide tape for pipe with outside diameters (including insulation) less than 6”, 1-1/2” wide. Provide tape for larger pipes, 2-1/2” wide.2.3 VALVE TAGSProvide brass valve tags that are 18 gauge with stamp engraved piping system abbreviation in 1/4” high letters and sequenced valve numbers 1/2” high. Tags will be 1-1/2” high. Fill the tag engraving with black enamel. Provide valve tag fasteners that are solid brass chain or solid brass S-hooks manufactured specifically for the connection of tags. Furnish flow control valves with brass tags listing equipment tag and rating.PART 3 EXECUTION3.1 COORDINATIONWhere identification is to be applied to surfaces requiring insulation, painting or other covering, install the identification after completion of the painting and insulating.3.2 INSTALLATIONInstall pipe markers on each system including arrows to indicate the direction of flow. Locate pipe markers and color bands as follows wherever piping is exposed to view in occupied spaces, machine rooms, accessible maintenance spaces, plenums and exterior locations. 2. B. *C. Max. Load 3.C.3/8 IN 1/2 IN 5/8 IN 3/4 IN 7/8 IN 600 LB 1100 LB 1800 LB 2700 LB 3700 LB 4900 LB atE. ©LU a < 3.14PR0JECT CLOSE OUTA. The Mechanical Contractor will arrange for an inspection of all items installed in the ceiling before the ceiling or ceiling tile is installed. Inform the engineer at least one week before the planned installation of the ceiling to arrange the inspection. If the ceiling tile is installed before the inspection, the mechanical contractor will remove all the ceiling tiles prior to the inspection.B. General: Refer to Division 1 sections for general closeout requirements. Maintain a daily log of operational data on mechanical equipment and systems throughout the closeout period; record hours of operation, assignedBersonnel, fueF consumption and similar information; submit copy to engineer..Record Drawings: Give special attention to the complete and accurate recording of underground conduit, piping and concealed and non-accessible work, branching arrangement and valve location of all piping systems, location of dampers and coils in duct systems, locations of control system sensors and other control devices, and work of change orders where not shown on contract documents.D.CIoseout Equipment/Systems Operations: Sequence operations properly that work of tne project will not be damaged or endangered. Coordinate with seasonal requirements. Operate each item of equipment with the owner’s operating personnel present to demonstrate sustained, satisfactoryBerformance. Adjust and correct operations as needed for proper operation, lean and lubricate each system, and replace dirty filters, excessively arts and similar expendable parts of the system..Operating Instructions: Conduct at least a full day walk through instruction seminar for the Owner’s personnel to be involved in the operation and maintenance of the mechanical equipment and systems. If more time is needed, continue instruction until the owner’s personnel are familiar with the operation of the system. Explain the identification system, operational diagrams, emergency and alarm provisions, sequencing requirements, seasonal provisions, security, safety, efficiency and similar features of the system. F.Turn-Over of Operation: At the time of substantial completion, turn over the prime responsibility for the operation of the system to the owner’s personnel. However until the time of final acceptance, provide at least one full-time operating engineer, who is completely familiar with the work, to consult with and continue training the owner’s personnel.G.Final Completion: The following special requirements will be provided in addition to those specified elsewhere:1.Do not call for final completion check until the mechanical systems and equipment have been installed, adjusted, balanced, and are in full and complete satisfactory operation and the following certifications of inspection from equipment suppliers have been completed and submitted with the architect/engineer.2.Provide certifications consisting of letters signed by Factory Trained and Authorized service engineers stating the following: a.They have inspected all their equipment on the project. b.They approve the condition of their equipment and its c.They have fully checked its operation and certify that it is operating properly.d.Tney will note any problems, conditions or objections that could lead to future operating problems.eProvide log sheets on start-up of all Condensing Units, AHU's and Terminal Units. F.D.<1 IN o2.3 SUSPENDED EQUIPMENTProvide threaded rod supports at each corner and additional support points. Provide vibration isolation as specified for each piece of equipment. Provide seismic support cables at each corner hanger and attach to the structure. Provide rod stiffeners for rods longer that 12”.2.4 CONCRETE ANCHORS Provide Hilti (or approved equal) concrete inserts installed per the manufacturers recommendations. Coordinate locations of pipe support anchors.2.5 CONCRETE PAD CONSTRUCTION Provide four inch thick indoor equipment bases with re-bartwelve inches on centers both ways. Provide six inch thick outdoor bases with re bar twelve inches on centers both ways.Provide wedge anchors to attach the indoor pads to the concrete floors. Provide anchors in the pads to match the equipment support requirements.PART 3 EXECUTION3.1 PIPE SUPPORT INSTALLATIONWhere groups of three or more pipes occur, they may be supported with trapeze hangers using two hangers as specified with a capped pipe cross member.Do not attach pipe hangers to the roof deck. Attach hangers to the steel construction with beam clamps, beam attachment and brackets bolted to joists and beams. Hang near joist panel joints wherever possible.Provide pipe hangers for insulated piping that are large enough to encompass the insulation, using a metal shield so the vapor barrier jacket will not be broken. See Section 220719, Mechanical Insulation. CLO'E.G.A.CDoInstall piping with ample provisions for expansion and contraction to prevent injury to the same and to the building construction. Make such provision by means of piping offsets, changes in direction, expansion loops and/or suitable expansion joints. Provide suitable anchors and guides to permit proper deflection and compression of offset loops and expansion joints. Do not use expansion joints in lieu of offsets, changes in direction or loops, except where specified and/or indicated on the drawings or where otherwise obviously necessary.Run all pipes with proper grade to provide for easy draining and in group runs where applicable and in a neat and orderly manner, to the satisfaction of architect/engineer. Install lines required to be enclosed in ceiling, chaseways or spaces to permit such enclosure as intended. Carefully lay out all pipe runs and schedule to avoid unnecessary interferences with other work.Provide minimum grade for horizontal drainage piping is 1/4 inch per foot for 3 inch diameter piping or less, 1/8 inch per foot for 4 inch and larger piping. Install all roof drain piping at 1/8 inch per foot. E.Z 0- < a;s o 1. >-O'A.LU LLNA.2 §2.LU>■<LL C£O O HsoA.3.>- LUF.H IO'a4.LUoB.5.worn A.a.NO'B <6. OOoG.F.CDA.O Q_A.0.A.CD <B.a.1.H.Install dielectric unions at each piping joint between ferrous and non-ferrous piping and joints between dissimilar metals. Comply with manufacturer’s installation instructions. Provide standard products recommended by manufacturer for use in service indicated, which effectively isolate piping (electric conductance), prevent galvanic action and stop corrosion.At all fixture connections where nipples are necessary between copper tubing and fixtures, ensure such nipples are standard weight full iron size chrome plated brass pipe nipples with suitable brass or copper adapters. Steel or iron nipples will not be permitted in any location in copper lines where connections are made to brass fixtures valves or trim. LU 1.Near each valve and control device.Near each branch, excluding short take-offs for fixtures and terminal units.Where pipes pass through walls floors or ceilings.Near major items and other points of origination and termination. 2.2.Select and install valves with the following ends or types of pipe-tube connections: Tube Size 2” and Smaller: A.CDO oc.3.necessary the direction (/) 3.1.Soldered joint valves. Threaded valves.4.B.Pipe Size 2” and Smaller:Install back flow preventers between 12” and 60” above finished Pipe back flow preventer drains full size to floor drain 2.I.oB.D. Hanging from one pipe to another is prohibited. Install pipe hangers with the following spacing: HORIZONTAL STEEL PIPE: 5. Spaced intermediately along pipe runs at a maximum distance of 50’, reduce spacing to 25’ in congested areas of piping and equipment. floor.utilizing an air gap fitting. END OF SECTION 220523 E.1.to the Pipe Size Maximum Spacing 6. On piping above lay-in ceilings.Up to 1-1/4” 1-1/2” to 3 8 feet 10 feetinstallation.3.2 JOINTSThreaded Joints: Cut piping straight and square, ream, thread and work into place without springing. Use prepared pipe thread lubricant on outside threads only.Flanged Joints: When bolting flanged joints, take care to insure that there is no restraint on opposite end of pipe or fittings which would prevent uniform gasket compression or cause unnecessary stress in flanges. Keep one flange free to move in any direction while flange bolts are being tightened. Tighten bolts gradually and at a uniform rate, so that gasket compression is uniform over entire area of gasket.High temperature soldered joints: Take care to avoid annealing of pipe material. Copper potable water piping will have soldered or brazed joints. Clean jointing surfaces thoroughly by hand. Apply flux immediately after cleaning. Do not rely on flux for actual cleaning. Fill all voids with solder as flux leaves to insure a strong joint. Select flux compatible with type joint being made. Ensure all joints comply with local codes and ordinances and are installed per the Copper Development Association recommendations.PVC Pipe: Provide solvent welded joints in all plastic piping according to instructions furnished by the pipe manufacturer. Do not install plastic pipe if it is not completely dry, if the ambient temperature is below 40'F or under direct exposure to the sun in temperatures above 90’F. Do not test plastic pipe with air or other compressible gases which could rupture the pipe and cause an injury. Cut pipe evenly, completely deburr and bevel. Clean pipe joint area, prime, cure, cement, and allow 48 hours of drying time before applying any appreciable internal or external pressure.3.3 UTILITY CONNECTIONSInstall domestic water system in compliance with all requirements of the municipal utility. Provide minimum cover over piping of 6’—6” under finished grade.3.4 TESTSTest piping as outlined in Section 220000.END OF SECTION 221010 Provide valve tags on all valves, cocks and control devices in each piping system; exclude plumbing fixture valves and shut off valves at plumbing equipment.Valve Chart: Provide a valve chart in the operation and maintenance manual indicating the following:Valve tag number.Valve type: ball valve, butterfly valve, gate valve, etc.System service: plumbing hot water, heating supply, chilled water supply, etc.Use: isolation, balancing, shut-off, drain, etc.Manufacturer.Provide ductwork labels at the following locations.At each piece of equipment connected by ductwork.Provide at 10 foot intervals in mechanical rooms.Provide at 50 foot intervals above accessible ceilings and at changes in direction. B.SECTION 220719 - PLUMBING PIPING INSULATION PART 1 GENERAL1.1 WORK INCLUDEDA. Insulate all piping on the project as specified in this section.1.2 SHOP DRAWINGSA. Submit shop drawings as indicated in Section 220000. Include shop drawings for each type of insulation to be used on the project.1.3 QUALITY ASSURANCEA. Provide all covering and insulation materials used on this project that have the manufacturer’s name on the container. All materials must be dry and in good condition.B. Provide all materials with composite fire and smoke hazard ratings as tested by procedures ASTM 84, NFPA 255 and U.L. 723 not to exceed 25 flame spread and 50 smoke developed.PART 2 PRODUCTS2.1 ACCEPTABLE MANUFACTURERSA. Accepted insulation materials are Certainteed or equal.2.2 MATERIALSA. Provide fiberglass pipe insulation that is Certainteed 500' fiberglass pipe insulation with factory applied all-service jacket. Provide insulation rated for use between —20'F and 500'F. Furnish the all service jacket with self sealing lap. Provice thermal conductivity at or below 0.22 BTU—in/hr,SF,'F at 100'F mean temperature. Seal all end joints with 3” wide butt strips of materials identical to pipe covering jackets.B. Insulate all piping accessories (valve bodies, flanges, air separators, etc.) with Ever Green Cut ’n Wrap insulation with Velcro fasteners or approved equal.PART 3 EXECUTION 3.1 PIPE INSULATION A. Insulation Thickness: A.4” to 6“2. HORIZONTAL COPPER PIPE/TUBE: Pipe Size 12 feet C.A.Maximum Spacing B.1/2” to 3/4” 5 feet 1.1” 6 feet3.Exceptions may be permitted upon written request from the contractor listing any minor items that are uncompleted and beyond his reasonable control. Provide a full guarantee that they be completed at a named later date and the guarantee will be extended as required to provide a full warranty.H. Final Payment will not be made until the contractor has satisfactorily completed all final inspection items.I. Guarantee: Fully guarantee all equipment and work, parts and labor for one year from tne date of substantial completion, unless noted otherwise. Guarantee all equipment and work and assume full responsibility to repair any equipment with no additional expense to the Owner which the manufacturer refuses to guarantee. The Owner has the right to order repairs to any equipment or work provided hereon and to charge the contractor for the same if repairs are not made during a reasonable period of time not to exceed 24 hours during an emergency or 72 hours on a non-critical item.END OF SECTION 220000 2.B.1-1/4” 7 feet 3.1-1/2” to 2” 8 feetSupport horizontal cast iron soil pipe at five foot intervals except where 10 ft. lengths of pipe are used, 10 ft. intervals may be used. 1.3.4.5.2.C.D.Support horizontal and vertical plastic pipe 4’—0” on center. Support vertical piping except plastic at each floor.END OF SECTION 220529 4.1.3.5.2.C.3.and leave the entire installation in a clean, END OF SECTION 220553 D.AProtect the finishes of all mechanical^ equipment during storage, installation and until final acceptance. "Touch up” any damage or imperfections or if extensive, repaint the entire unit as directed by the Engineer.3.4fire Barrier penetrationsA. Seal all cracks, voids, or holes for the passing of mechanical and electrical items through floors and fire rated walls, or ceilings with fire rating of 1 hour or more with a fire barrier caulk.B. Provide 3M CP 25 caulk for fire barrier caulking system.CJnstall fire barrier caulking system in accordance with the manufacturer’s recommendations to maintain a fire rating of 3 hours minimum.3.5SLEEVESA.The Mechanical Contractor will set and maintain all sleeves. Provide sleever for any pipe passing through building construction including walls, floors, roofs or masonry partitions in accordance with the following.BProvide all pipe sleeves through slabs, floors, masonry walls and partitions that are 1/2 inch greater in inside diameter than the external diameter of pipe passing through. Provide sleeves for insulated piping that are large enough to accommodate the insulation without harming tne insulation or vapor barrier. Provide all sleeves that are fabricated from new material cut square and reamed.C. Provide lift. £ \ % A. 1.A. ! CURTIS L. SMiT smSJ©Insulate the following systems with the following thickness of fiberglass insulation:1/2” to 1”Domestic Cold Water 1.A. 1-1/2 to 3”4” and Larger 1/2”1/2” 1”a.sleeves in all masonry partition walls and floors. Provide sleeves that are Schedule 40 steel pipe. Ensure that wall sleeves are flush with the wall surface. Extend the top of floor sleeves 1 ” above the floor, and ensure the bottom of the sleeve is flush with the floor.D. Protect the space between the pipe and the sleeves, through fire rated walls and floors as designated below.E. Furnish and install chrome-plated wall, floor and ceiling plates on all exposed pipes where they pass through walls, floors, or ceilings in finished areas. Provide the wall plates with set screws or spring locks for clamping to the pipe.F. Provide watertight seal at all sleeves through floors.3.60PENINGSAProvide all openings required for the passage of ductwork and mechanical equipment in the construction. Determine the correct location for all openings.BProvide the inside dimensions of all openings that are 1/2 inch greater than the size of the ductwork or equipment passing through the opening. Provide openings for insulated ductwork are large enough to accommodate the insulation without harming the insulation or vapor barrier.C. Protect all openings through fire rated walls and floors as described above.D. Patch and seal all openings through all non-fire rated construction around piping or ductwork. Seal openings to match construction material or provide fire rated caulking as described in ’’Fire Barrier Penetrations” above.E. Seal all openings around piping and ductwork in return air plenums to prevent non-plenum rated materials from being exposed in tne plenums. 3.7EXISTING SERVICESA. Verify the exact location of all existing building services extended and/or relocated for this project. Also verify the exact location and take proper precautions to protect all services which may be encountered during construction.B. Protect, brace, and support all active services which are encountered where required for proper execution of the work and without interruption of service if possible.C. Protectby the Owner, Utility Company, or Municipal Agency having jurisdiction.D. When active services must be temporarily interrupted, make arrangements to work continuously including overtime if required, to assure that services will be interrupted only as long as actually required to complete necessary work.3.8ACCESS TO EQUIPMENTAProvide access to all motors, valves, dampers, controls, specialties, etc., for maintenance purposes. Provide all access doors, access panels, removable sections, etc., required for access. The General Contractor will provide access panels and doors required in the building construction where shown on the plans. Coordinate the location of the access openings relative to the mechanical equipment to assure proper access to the equipment. BProvide all access openings required for manual motorized, fire and smoke dampers and other devices requiring access in the ductwork, plenums, housings, tanks, etc., under this portion of the contract.3.9PROTBCTIVE bEVICtSAProtect all sheaves, belts, drives, couplings, and moving parts by approved permanent guards, shields, or railings, which will be in place whenever the equipment is in operation and will be in accordance with applicable safety standards.3.10TESTSAPerform tests on the systems Specified herein.B.Conduct all tests in the presence of the engineer and/or owner. Prior to conducting any tests or balancing of the systems, obtain and file a letter with the engineer’s office if the tests are to be witnessed by the owner. Where required, perform such tests in the presence of local or state building inspection officials. Maintain reports of all tests as they are performed. Include the following information in the reports:1 .Project2. Contractor3. Date4. Test performed and portion of system tested.5. Test results6. Name and signature of person performing test.7. Name and signature of witness of the test. 2.A.InstallationInsulate all valves, fittings, air separators and all other hydronic specialties in the piping with Ever Green Cut ’n Wrap insulation or approved equal.Install all pipe insulation in accordance with the manufacturer's instructions. Seal all longitudinal joints with factory applied self-sealing laps. Seal all end joints with 3” wide butt strips of materials identical to pipe covering jackets, using adhesive such as Benjamin Foster 30-35 or self-sealing jacket. No stapling are permitted on any vapor barrier jackets. Do not perform any vapor barrier work or self-sealing laps or lap work when temperatures are below 40'F.Insulate all fittings, valves, flanges and strainers with mitered segments of pipe insulation wired in place. Coat each fitting with two 1/8” coats of an approved vapor barrier mastic such as Benjamin Foster 30-35. Reinforce each fitting by wrapping with glass fabric cloth extending 2” onto adjacent pipes and finish with an additional coating of mastic worked into mesh of cloth to provide a smooth finish. Cover with 6 ounce canvas cover in all exposed areas. At the contractors option, premolded plastic fitting covers may be used if taped and sealed. A continuous vapor barrier must be maintained on all cold piping systems. Use corner beads on all square corners.Maintain a continuous vapor barrier on all domestic cold water, chilled water and rain water piping systems. Install all pipe hangers on these systems outside the insulation with insulation shields installed to protect the insulation. Repair any damage to the vapor barrier with an approved vapor barrier mastic.Additionally cover all fiberglass insulation exposed to outdoor weather conditions with a 20 mil PVC jacket sealed water tight.Install insulation shields between insulation and pipe hangers. Ensure shields are of sufficient size to prevent damage to the insulation. 1.B. 2.ISSUE DATE: 02/09/2018 A.REVISIONS #DATE DESCRIPTION 3. all inactive services which are encountered or remove as directed 4. ©5. 6. REVIEWED:DRAWN:7.Insulate the cold water main from the building entrance to themeter.END OF SECTION 220719 ConstructionDocuments C.Upon completion of the project, submit the test reports with the operation and maintenance manuals for review by the Engineer.PROJECT NUMBER: 5404cnsuD. Test soil, waste, and vent and storm drainage piping in accordance with applicable state and local codes. The minimum test will be as follows:Apply the water test to the drainage and vent systems either in its entirety or in sections. If applied to the entire system, tightly close all openings in the piping, except the highest opening, and fill the system with water to point of overflow. If the system is tested in sections, tightly plug each opening except the highest opening of the section under test, ana fill each section with water, but do not test any section with less than ten (10) foot head of water. In testing successive sections, test at least the upper ten (10) feet of the next preceding section, so that no joint or pipe in theIding (except the uppermost ten (10) feet of the system) is submitted to a test of less than a ten (10) foot head of water. Keep the water in the system, or in the portion under test, for at least fifteen (15) minutes before inspection starts. The system is then tight at all points.E. Test domestic water piping and prove if watertight under a hydrostatic pressure of 150 psig. Ensure the piping system maintains the test pressure without loss for 2 hours. Determine loss by a drop in gauge pressure or visual leakqge. Read the test pressure1 STERILIZATION OF THE WATER SUPPLY COCVCO WATER SERVICE coCMCO <O bui©O'oLU cr<0-3.1 MECHANICAL SPECIFICATIONS SHEET NUMBER>-NO SCALEa:o M1.2O) coE ^ r. w 2 o• LU£ oO c£CM q_ 10' CO O T- 0 § ^ (O T T T T T T T ©COPYRIGHT DESIGNWORKSHOP, INC.O © © © © © © © C 47184715 4719471747 1 8 4717 4716 47 1 8 4717>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CDESIGN DATE#DESCRIPTIONISSUE DATE:SHEET NUMBERREVIEWED:PROJECT NUMBER:DRAWN:1WORKSHOPREVISIONS5404234567ABCDESTORY MILLC O P Y R I G H T D E S I G N W O R K S H O P, I N C.F89123456789W W W . D E S I G N W O R K S H O P . C O M Dec 19, 2017 - 2:28pmN:\2404-00115 Design Workshop Story Mill Park\dwg\Plan Sets\Construction\2404-00115 CX Civil Site Enlarged Plans.dwg 120 East Main StreetAspen, Colorado 81611-1787(970)-925-8354December 18, 2017100%ConstructionDocumentsPROFESSIONAL ENGINEERS & SURVEYORSwww.seaeng.comSTAHLY ENGINEERING & ASSOCIATESCDPCOMMUNITY PARK BOZEMAN, MT 600 BRIDGER DRIVE OWNER: CITY OF BOZEMAN OWNER/APPLICANT: THE TRUST FOR PUBLIC LANDMATCHLINE - SHEET C1-09MATCHLINE - SHEET C1-06 MATCHLINE - SHEET C1-04 MATCHLINE - SHEET C1-01NORTH0ORIGINAL SCALE:10'20'40'1"=20'-00"C1-05CIVIL SITE PLANKEY PLANC1-14C1-13C1-07C1-11C1-10C1-09C1-12C1-06C1-05C1-04C1-03C1-02C1-01C1-08C1-15C1-16