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HomeMy WebLinkAboutOM Manual 05-18-22 OPERATIONS AND MAINTENANCE MANUAL For Detention and Storm Sewer Infrastructure at Islamic Life Center 14120 Shelborne Road Carmel, IN 46074 By Timothy M. Jensen, PE Veridus Group, Inc. 6280 N. Shadeland Ave, Suite A Indianapolis, IN 46220 May 18, 2022 Operations and Maintenance Manual Islamic Life Center 1 May 18, 2022 TABLE OF CONTENTS Background Required Inspection Required Maintenance Right-of-Entry Owner Contact & Agreement Operation, Maintenance, and Inspection Guidelines Appendix Location Map Utility Plan Details Manuals Operations and Maintenance Manual Islamic Life Center 2 May 18, 2022 Background This manual will serve as an operations and maintenance guide for the storm water drainage infrastructure at Islamic Life Center located at 14120 Shelborne Road in Carmel, IN. The system includes a detention system with outlet structure, stormwater inlets and connected storm sewer piping on the site. The stormwater runoff will be conveyed by a proposed storm system, into the detention systems and BMP, and finally into the existing storm system West of the Site. The location of the detention basins, inlets, BMP, and pipe network are shown in the Appendix. Required Inspections Every six months or after each ½” of rain event, inspection of the storm water components is necessary to check for failures, clogging, excess sediment or debris accumulation or any other condition that would require maintenance or repairs. An inspection form customized to the site is located in the Appendix. Areas to be inspected include: • Detention – outlet control structure. • Inlets • Pipes • BMP Required Maintenance Regular maintenance of the storm water system will be necessary to insure proper function. Regular maintenance includes the following: • Debris removal from inlet grates and BMP • Debris and sediment removal from storm sewer pipes • Debris and sediment removal from detention outlet control structures • Debris and sediment removal from downspouts Right-of-Entry City or County personnel have been granted access via the permit and City approval to allow inspection and maintenance of the stormwater BMPs if necessary. Operations and Maintenance Manual Islamic Life Center 3 May 18, 2022 Owner Contact & Agreement Islamic Life Center is responsible for the maintenance of the storm water system. 14120 Shelborne Road, Carmel, IN 46074 The Owner agrees to institute, maintain, and follow the water quality Best Management Practices (“BMPs”) and to follow and abide by the inspection schedule and maintenance activities listed in this Manual. The Owner also agrees to provide, at Owner’s cost, all additional maintenance, repair, and/or replacement services reasonably necessary to maintain the function and longevity of the BMPs. Operations and Maintenance Manual Islamic Life Center 4 May 18, 2022 Inspection and Maintenance Forms for Owners Islamic Life Center 14120 Shelborne Road, Carmel, IN 46074 Site and Owner Information Site Name: Islamic Life Center Change in ownership since last inspection Y N Owner Name: Al Salam Foundation Owner Address: 14120 Shelborne Road Owner Phone Number: Location: Carmel, IN 46074 Date: Time: Inspector Name: Maintenance Item Satisfactory? Y / N Comments 1. Catch Basins Inlet grate in place and free of excess debris Outlet pipe entrance free of excess debris 2. Detention Inspection port in place and free of excess debris Header row in place and connected to distribution row Header row free of excess debris Sump basin in place and free of excess debris Outlet control structure in place and free of excess debris Outlet pipe is in good condition 3. Pipes, Downspouts and Cleanouts Inspection area in place and free of excess debris Pump pipe to remove debris if necessary Operations and Maintenance Manual Islamic Life Center 5 May 18, 2022 Appendix Location Map O&M Site Plan Details Operations and Maintenance Manual Islamic Life Center 6 May 18, 2022 Location Map Project Location Operations and Maintenance Manual Islamic Life Center 7 May 18, 2022 O&M Site Plan AQUA-SWIRL BMP POND OUTLET CONTROL WET POND Operations and Maintenance Manual Islamic Life Center 8 May 18, 2022 Details Operations and Maintenance Manual Islamic Life Center 9 May 18, 2022 Operations and Maintenance Manual Islamic Life Center 10 May 18, 2022 Operations and Maintenance Manual Islamic Life Center 11 May 18, 2022 Page 1 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Aqua-Swirl® Stormwater Treatment System Inspection and Maintenance Manual AquaShieldTM, Inc. 2733 Kanasita Drive Suite 111 Chattanooga, TN 37343 Toll free (888) 344-9044 Phone: (423) 870-8888 Fax: (423) 826-2112 Email: info@aquashieldinc.com www.aquashieldinc.com March 2014 Page 2 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Table of Contents Page(s)  AquaShieldTM Stormwater Treatment Systems 3  Aqua-Swirl® Stormwater Treatment System 4 – 9  Inspection and Maintenance Worksheets and Attachments 10 – 13  Aqua-Swirl® Tabular Maintenance Schedule 14 AquaShieldTM, Inc. 2733 Kanasita Drive Suite 111 Chattanooga, Tennessee 37343 Toll free (888) 344-9044 Fax (423) 870-2112 www.aquashieldinc.com Page 3 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. AquaShield™, Inc Stormwater Treatment Solutions The highest priority of AquaShieldTM, Inc. (AquaShield™) is to protect waterways by providing stormwater treatment solutions to businesses across the world. These solutions have a reliable foundation based on over 20 years of water treatment experience. Local regulators, engineers, and contractors have praised the AquaShield™ systems for their simple design and ease of installation. All the systems are fabricated from high performance, durable and lightweight materials. Contractors prefer the quick and simple installation of our structures that saves them money. The patented line of AquaShield™ stormwater treatment products that provide high levels of stormwater treatment include the following:  Aqua-Swirl® Stormwater Treatment System: hydrodynamic separator, which provides a highly effective means for the removal of sediment, floating debris and free- oil.  Aqua-FilterTM Stormwater Filtration System: treatment train stormwater filtration system capable of removing gross contaminants, fine sediments, waterborne hydrocarbons, heavy metals and total phosphorous. Aqua-Swirl® Stormwater Treatment System Aqua-Filter™ Stormwater Filtration System Page 4 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Aqua-Swirl® Stormwater Treatment System The patented Aqua-Swirl® Stormwater Treatment System is a single chamber hydrodynamic separator which provides a highly effective means for the removal of sediment, free oil, and floating debris. Both treatment and storage are accomplished in the swirl chamber without the use of multiple or “blind” chambers. Independent laboratory and field performance verifications have shown that the Aqua-Swirl® achieves over 80% suspended solids removal efficiency on a net annual basis. The Aqua-Swirl® is most commonly installed in an “off-line” configuration. Or, depending on local regulations, an “in-line” (on-line) conveyance flow diversion (CFD) system can be used. The CFD model allows simple installation by connecting directly to the existing storm conveyance pipe thereby providing full treatment of the “first flush,” while the peak design storm is diverted and channeled through the main conveyance pipe. The patented Aqua-Swirl® Stormwater Treatment System provides a highly effective means for the removal of sediment, floating debris, and free oil. Swirl technology, or vortex separation, is a proven form of treatment utilized in the stormwater industry to accelerate gravitational separation. Page 5 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Floatable debris in the Aqua-Swirl® Each Aqua-Swirl® is constructed of high performance, lightweight and durable materials including polymer coated steel (PCS), high density polyethylene (HDPE), or fiberglass reinforced polymer (FRP). These materials eliminate the need for heavy lifting equipment during installation. System Operation The treatment operation begins when stormwater enters the Aqua-Swirl® through a tangential inlet pipe that produces a circular (or vortex) flow pattern that causes contaminates to settle to the base of the unit. Since stormwater flow is intermittent by nature, the Aqua-Swirl® retains water between storm events providing both dynamic and quiescent settling of solids. The dynamic settling occurs during each storm event while the quiescent settling takes place between successive storms. A combination of gravitational and hydrodynamic drag forces encourages the solids to drop out of the flow and migrate to the center of the chamber where velocities are the lowest. The treated flow then exits the Aqua-Swirl® behind the arched outer baffle. The top of the baffle is sealed across the treatment channel, thereby eliminating floatable pollutants from escaping the system. A vent pipe is extended up the riser to expose the backside of the baffle to atmospheric conditions, preventing a siphon from forming at the bottom of the baffle. Custom Applications The Aqua-Swirl® system can be modified to fit a variety of purposes in the field, and the angles for inlet and outlet lines can be modified to fit most applications. The photo below demonstrates the flexibility of Aqua-Swirl® installations using a “twin” configuration in order to double the Page 6 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Custom designed AS-9 Twin Aqua-Swirl® water quality treatment capacity. Two Aqua-Swirl® units were placed side by side in order to treat a high volume of water while occupying a small amount of space. Retrofit Applications The Aqua-Swirl® system is designed so that it can easily be used for retrofit applications. With the invert of the inlet and outlet pipe at the same elevation, the Aqua-Swirl® can easily be connected directly to the existing storm conveyance drainage system. Furthermore, because of the lightweight nature and small footprint of the Aqua-Swirl®, existing infrastructure utilities (i.e., wires, poles, trees) would be unaffected by installation. AquaShield™ Product System Maintenance The long term performance of any stormwater treatment structure, including manufactured or land based systems, depends on a consistent maintenance plan. Inspection and maintenance functions are simple and easy for the AquaShieldTM Stormwater Treatment Systems allowing all inspections to be performed from the surface. It is important that a routine inspection and maintenance program be established for each unit based on: (a) the volume or load of the contaminants of concern, (b) the frequency of releases of contaminants at the facility or location, and (c) the nature of the area being drained. In order to ensure that our systems are being maintained properly, AquaShieldTM offers a maintenance solution to all of our customers. We will arrange to have maintenance performed. Page 7 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Inspection All AquaShieldTM products can be inspected from the surface, eliminating the need to enter the systems to determine when cleanout should be performed. In most cases, AquaShieldTM recommends a quarterly inspection for the first year of operation to develop an appropriate schedule of maintenance. Based on experience of the system’s first year in operation, we recommend that the inspection schedule be revised to reflect the site-specific conditions encountered. Typically, the inspection schedule for subsequent years is reduced to semi-annual inspection. Aqua-Swirl® Maintenance The Aqua-Swirl® has been designed to minimize and simplify the inspection and maintenance process. The single chamber system can be inspected and maintained entirely from the surface thereby eliminating the need for confined space entry. Furthermore, the entire structure (specifically, the floor) is accessible for visual inspection from the surface. There are no areas of the structure that are blocked from visual inspection or periodic cleaning. Inspection of any free- floating oil and floatable debris can be directly observed and maintained through the manhole access provided directly over the swirl chamber. Aqua-Swirl® Inspection Procedure To inspect the Aqua-Swirl®, a hook is needed to remove the manhole cover. AquaShieldTM provides a customized manhole cover with our distinctive logo to make it easy for maintenance crews to locate the system in the field. We also provide a permanent metal information plate Page 8 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Sediment inspection using a stadia rod in a single chamber Maintenance trigger for Aqua-Swirl® Models AS- 3 through AS-13 occurs when sediment pile is 42-48 inches below water surface. Maintenance trigger for Aqua-Swirl® Model AS-2 occurs when sediment pile is 30 to 32 inches below water surface. affixed inside the access riser which provides our contact information, the Aqua-Swirl® model size, and serial number. The only tools needed to inspect the Aqua-Swirl® system are a flashlight and a measuring device such as a stadia rod or pole. Given the easy and direct accessibility provided, floating oil and debris can be observed directly from the surface. Sediment depths can easily be determined by lowering a measuring device to the top of the sediment pile and to the surface of the water. The maintenance trigger for Aqua-Swirl® Models AS-3 through AS-13 occurs when the sediment pile is within 42 to 48 inches of the standing water surface. For the Aqua-Swirl® Model AS-2, maintenance is needed when the top of the sediment pile is measured to be 30 to 32 inches below the standing water surface. It should be noted that in order to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. Keep in mind that the finer sediment at the top of the pile may offer less resistance to the measuring device than the larger particles which typically occur deeper within the sediment pile. 42-48” 42-48” AS-2: 30-32” Page 9 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Vacuum truck quickly cleans the Aqua-Swirl® from a single chamber The Aqua-Swirl® design allows for the sediment to accumulate in a semi-conical fashion as illustrated above. That is, the depth to sediment as measured below the water surface may be less in the center of the swirl chamber; and likewise, may be greater at the edges of the swirl chamber. Aqua-Swirl® Cleanout Procedure Cleaning the Aqua-Swirl® is simple and quick. Free-floating oil and floatable debris can be observed and removed directly through the 30-inch service access riser provided. A vacuum truck is typically used to remove the accumulated sediment and debris. An advantage of the Aqua-Swirl® design is that the entire sediment storage area can be reached with a vacuum hose from the surface (reaching all the sides). Since there are no multiple or limited (hidden or “blind”) chambers in the Aqua-Swirl®, there are no restrictions to impede on-site maintenance tasks. Disposal of Recovered Materials Disposal of recovered material is typically handled in the same fashion as catch basin cleanouts. AquaShieldTM recommends that all maintenance activities be performed in accordance with appropriate health and safety practices for the tasks and equipment being used. AquaShieldTM also recommends that all materials removed from the Aqua-Swirl® and any external structures (e.g, bypass features) be handled and disposed in full accordance with any applicable local and state requirements. Aqua-Swirl® Inspection and Maintenance Work Sheets on following pages Page 10 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Aqua-Swirl® Inspection and Maintenance Manual Work Sheets SITE and OWNER INFORMATION Site Name: Site Location: Date: Time: Inspector Name: Inspector Company: Phone #: Owner Name: Owner Address: Owner Phone #: Emergency Phone #: INSPECTIONS I. Floatable Debris and Oil 1. Remove manhole lid to expose liquid surface of the Aqua-Swirl®. 2. Remove floatable debris with basket or net if any present. 3. If oil is present, measure its depth. Clean liquids from system if one half (½) inch or more oil is present. Note: Water in Aqua-Swirl® can appear black and similar to oil due to the dark body of the surrounding structure. Oil may appear darker than water in the system and is usually accompanied by oil stained debris (e.g. Styrofoam, etc.). The depth of oil can be measured with an oil/water interface probe, a stadia rod with water finding paste, a coliwasa, or collect a representative sample with a jar attached to a rod. II. Sediment Accumulation 1. Lower measuring device (e.g. stadia rod) into swirl chamber through service access provided until top of sediment pile is reached. 2. Record distance to top of sediment pile from top of standing water: inches 3. For Aqua-Swirl® Models AS-3 through AS-13, schedule cleaning if value in Step #2 is 48 to 42 inches or less. 4. For Aqua-Swirl® Model AS-2, schedule cleaning if value in Step #2 is 32 to 30 inches or less. Page 11 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. III. Diversion Structures (External Bypass Features) If a diversion (external bypass) configuration is present, it should be inspected as follows: 1. Inspect weir or other bypass feature for structural decay or damage. Weirs are more susceptible to damage than off-set piping and should be checked to confirm that they are not crumbling (concrete or brick) or decaying (steel). 2. Inspect diversion structure and bypass piping for signs of structural damage or blockage from debris or sediment accumulation. 3. When feasible, measure elevations on diversion weir or piping to ensure it is consistent with site plan designs. 4. Inspect downstream (convergence) structure(s) for sign of blockage or structural failure as noted above. CLEANING Schedule cleaning with local vactor company or AquaShieldTM to remove sediment, oil and other floatable pollutants. The captured material generally does not require special treatment or handling for disposal. Site-specific conditions or the presence of known contaminants may necessitate that appropriate actions be taken to clean and dispose of materials captured and retained by the Aqua-Swirl®. All cleaning activities should be performed in accordance with property health and safety procedures. AquaShieldTM always recommends that all materials removed from the Aqua-Swirl® during the maintenance process be handled and disposed in accordance with local and state environmental or other regulatory requirements. MAINTENANCE SCHEDULE I. During Construction Inspect the Aqua-Swirl® every three (3) months and clean the system as needed. The Aqua-Swirl® should be inspected and cleaned at the end of construction regardless of whether it has reached its maintenance trigger. II. First Year Post-Construction Inspect the Aqua-Swirl® every three (3) months and clean the system as needed. Inspect and clean the system once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. III. Second and Subsequent Years Post-Construction If the Aqua-Swirl® did not reach full sediment or floatable pollutant capacity in the First Year Post-Construction period, the system can be inspected and cleaned once annually. If the Aqua-Swirl® reached full sediment or floatable pollutant capacity in less than 12 months in the First Year Post-Construction period, the system should be inspected once Page 12 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. every six (6) months and cleaned as needed. The Aqua-Swirl® should be cleaned annually regardless of whether it reaches its sediment or floatable pollutant capacity. IV. Bypass Structures Bypass structures should be inspected whenever the Aqua-Swirl® is inspected. Maintenance should be performed on bypass structures as needed. MAINTENANCE COMPANY INFORMATION Company Name: Street Address: City: State/Prov.: Zip/Postal Code: Contact: Title: Office Phone: Cell Phone: ACTIVITY LOG Date of Cleaning: (Next inspection should be 3 months from this data for first year). Time of Cleaning: Start: End: Date of Next Inspection: Floatable debris present: Yes No Notes: Oil present: Yes No Oil depth (inches): Measurement method and notes: STRUCTURAL CONDITIONS and OBSERVATIONS Structural damage: Yes No Where: Page 13 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Structural wear: Yes No Where: Odors present: Yes No Describe: Clogging: Yes No Describe: Other Observations: NOTES Additional Comments and/or Actions To Be Taken Time Frame ATTACHMENTS  Attach site plan showing Aqua-Swirl® location.  Attach detail drawing showing Aqua-Swirl® dimensions and model number.  If a diversion configuration is used, attach details showing basic design and elevations (where feasible). Page 14 of 14 © AquaShieldTM, Inc. 2014. All rights reserved. Aqua-Swirl® TABULAR MAINTENANCE SCHEDULE Date Construction Started: Date Construction Ended: During Construction Month Activity 1 2 3 4 5 6 7 8 9 10 11 12 Inspect and Clean as needed X X X X Inspect Bypass and maintain as needed X X X X Clean System* X* * The Aqua-Swirl® should be cleaned once a year regardless of whether it has reached full pollutant storage capacity. In addition, the system should be cleaned at the end of construction regardless of whether it has reach full pollutant storage capacity. First Year Post-Construction Month Activity 1 2 3 4 5 6 7 8 9 10 11 12 Inspect and Clean as needed X X X X Inspect Bypass and maintain as needed X X X X Clean System* X* * The Aqua-Swirl® should be cleaned once a year regardless of whether it has reached full pollutant storage capacity. Second and Subsequent Years Post-Construction Month Activity 1 2 3 4 5 6 7 8 9 10 11 12 Inspect and Clean as needed X* Inspect Bypass, maintain as needed X* Clean System* X* * If the Aqua-Swirl® did not reach full sediment or floatable pollutant capacity in the First Year Post-Construction period, the system can be inspected and cleaned once annually. If the Aqua-Swirl® reached full sediment or floatable pollutant capacity in less than 12 months in the First Year Post-Construction period, the system should be inspected once every six (6) months or more frequently if past history warrants, and cleaned as needed. The Aqua -Swirl® should be cleaned annually regardless of whether it reaches its full sediment or floatable pollutant capacity. ISLAMIC LIFE CENTER NATIVE PLANTINGS 32 92 16 - 1 SECTION 329216 - NATIVE PLANTINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the fol lowing: a. Preparation b. Seeding c. Planting d. Seed Protection e. Waterf owl Exclusion f. Maintenance B. Related Sections include the following: 1. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough grading. 2. Division 32 Section “Turf and Grasses ” for installation of lawns. 1.3 SUBMITTALS A. Qualification Data: Document ation, proof and references for five (5) or more successful plant installations of native seeding. B. Planting Schedule: Indicating anticipated planting dates for each type of planting. C. Seed list and species and quantities of each type of seed. D. Maintenance Instructions: Recommended procedures to be established for maintenance of plantings during a calendar year. Submit before expiration of required maintenance periods. 1.4 QUALITY ASSURANCE A. Installer Qualifications: The submitting bidders shall be, and have been, actively and directly engaged in wetland plant installation for a period of two (2) or more years. Provide proof of five (5) or more successful plug installations. B. Pre-installation Conference: Conduct conference at Project s ite to comply with General Requirements. 1.5 SCHEDULING ISLAMIC LIFE CENTER NATIVE PLANTINGS 32 92 16 - 2 A. Planting Restrictions: Installation shall be performed between April 1 and J uly 1. If installation happens outside of this window, Contractor s hall stabilize the site with the following temporary seed mix : 32 lbs Avena sativa (Seed Oats) 5 lbs Lolium multiflorum (Annual Ryegrass) B. Hydrology shall be established prior to installation. Detention pond must have an established pool level to utilize as a reference for planting. C. Surrounding uplands shall be stabilized with the specified grass seed mix. No pre-emergent herbicides shall be applied to surrounding turf during the six (6) months prior to installation and for at least one (1) year following installation. 1.6 SITE AND MATERIAL CONDITIONS A. All native seed shall be stored in a cooler at 40 degrees Fahrenheit prior to installation. 1. All native seed must be of wild ecotype. No hybrids or cultivars may be included. Seed shall be local genotype as supplied by Spence Restoration Nursery or an approved local source. 2. Local genot ype seed s hall be used whenever possible due to its adaptation to central Indiana soil and climate. These specifications do not apply to the temporary matrix. PART 2 - PRODUCTS 2.1 SEED SPECIES – A. Wet Mesic Seed Mix as provided by Spenc e Restoration Nursery or approved equal prior to bidding Ox/acre Grasses 16 Andorpogon gerardii (Big B lue Stem) 2 Carex annectans xanthocarpa (Yellow Fox Sedge) 2 Carex frankii (Frank ’s Sedge) 6 Carex vulpinoidea (Fox Sedge) 32 Elymus canadensis (Canad a Wild Rye) 32 Elymus virginicus (Virginia Wild Rye) 2 Glyceria striata (Fowl Manna Grass) 4 Panic um virgatum (Switchgrass) 16 Sorghastrum nutans (Indian Grass) 112 oz/acre Oz/acre Wildflowers 1 Asclepias syriaca (Common Milkweed) 1 Baptisia alba (White False Indigo) 3 Coreopsis tripteris (Tall Coreopsis) 3 Echinacea purpurea (Purple cone Flower) 2 Eryngium yucifolium (Rattlesnake Master) 0.5 Eutrochium graminifolia (Grass-Leaved Golenrod) ISLAMIC LIFE CENTER NATIVE PLANTINGS 32 92 16 - 3 1 Helianthus grosseserratus (Sawtooth Sunflower) 4 Heliopsis helianthoides (False Sunflower) 2 Liatris spicata (Dense Blazing Star) 0.5 Monarda fistulosa (Bergamont) 1 Oligoneuron riddellii (Riddell’s Goldenrod) 2 Oligoneuro rigidum (Stiff Goldenrod) 0.5 Penstemon digitalis (Foxglove Beadsglove) 0.5 Pycnanthemum virginianum (Mountain Mint) 4 Ratibida pinnata (Yellow Conflower) 3 Rudbeckia fulgida speciosa (S howy Black-eyed Susan) 3 Rudbeckia hirta (Black-eyed Sus an) 3 Rudbeckia subtomentosa (Sweet Black-eyed Susan) 3 Senna hebecarpa (Wild Senna) 2 Silphium integrifolium (Rosinweed) 4 Silphium terebinthinaceum (Prairie Dock) 0.5 Symphyotrichum firmum (Shining Aster) 1 Symphyotrichum novae-angliae (New England Aster) 2 Vernonia fasciculata (Smooth Ironweed) 0.5 Vero nicastrum v irginicum (Culver’s Root) 48 oz/acre PART 3 - EXECUTION 3.1 SITE PREPARATION & EXAMINATION A. Verify that a stable water level has been established in the detention pond. B. Verify the surrounding uplands have been stabilized the specified grass seed mix. C. Two weeks prior to installation, apply a glyphosate herbicide approved for use arou nd water (Rodeo) to the area to kill existing lawn grasses and other vegetation D. Following a complete kill of existing vegetation, begin installation by tilling area to be seeded to a depth of 3" inches. Till as close to the shoreline as soil moisture conditions permit. 3.2 SEEDING A. Place a portion of the seed in a clean dry 5 gallon bucket. Mix 2 parts coarse sand w ith 1 part seed. Thoroughly mix B. Hand broadcast seed/sand mixture across the specified tilled area. Apply half the seed/sand mixture over the entire area. Apply the second half over the same area utilizing the same procedure to ensure equal coverage of the entire area. C. Lightly firm seedbed with a roller where soil moisture permits. Do not roll ar eas where soil is moist enough to tick to the roller. D. Apply 1 width of erosion blanket starting just above the normal waterline. Secure with 2 staples per square yard. ISLAMIC LIFE CENTER NATIVE PLANTINGS 32 92 16 - 4 3.3 CLEANUP AND PROTECTION A. Promptly remove soil and debris from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Protect seeded areas with stakes and table around area periphery. Maintain barricades throughout maintenance period and remove after seed established. 3.4 MAINTENANCE A. If weed growth exceeds 10 inches in height in seeded communities, m ow at a height of 4 to 6 inches Do NOT cut emergent community. 3.5 ACCEPTANCE A. Seeded Native Communities - For acceptance at the beginning of the second growing season, the following conditions shall be met. 1. Coverage - 80 % of each plant community shall be covered with vegetation. 2. Presence - 50 % of the species planted should be alive and present. 3. Abundance - 50 % of the vegetation should be native species of the permanent 3.6 WARRANTY A. All work in this Section shall be warranted against any and all defects in workmanship and materials appearing within a period of one (1) year after final completion and acceptance of the work by the Owner (warrantee period). Dead plant material shall be replaced by the Contractor prior to the end of the warranty period without additi onal expense to the Owner. END OF SECTION 32 9216 PLAN NOTES:#PLAN NOTES: 1. REFER TO SITE / CIVIL SHEETS FOR CONTINUATION OF PIPING. 2. REFER TO P102 SHEETS FOR CONTINUATION OF PIPING. 3. REFER TO P104 SHEETS FOR CONTINUATION OF PIPING. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH AE 1918 161513 128 5 321 AD AJ 4 XM XK X7 XR Z U N 8.26 XR.4 XN.9 XL.9 X2 X3 X6 X5.9 AB.5 7 AC V Y XN 10 X4 X5 CO IE: -5.25' 2"W 2"FD 4"W 3"SD 2"W 42.9 ////////// //////////////////////////////// CO IE: -4.21' CO IE: -4.73' CO IE: -3.34' CO IE: -2.82' CO IE: -2.00' CO IE: -2.00' 2-1/2"W 3"FD 3"FD 3"FD 3"FD 3"FD 3"FD 3"FD 3"FD 2"W 2"W 2"W 2"W 2"W 2"W2"W 2"W 3"W 3"FD 3"FD 4"W 4"W 4"W 2"W 2"W 2 1 3 PIPE SLEEVE IE: -2.20 PIPE SLEEVE IE: -2.20 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P101 FLOOR PLAN - UNIT A - PLUMBING UNDERSLABSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT A - PLUMBING UNDERSLAB PLAN NOTES:#PLAN NOTES: 1. REFER TO SITE / CIVIL SHEETS FOR CONTINUATION OF PIPING. 2. REFER TO SHEET P101 FOR CONTINUATION OF PIPING. 3. REFER TO SHEET P103 FOR CONTINUATION OF PIPING. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 853 L 8.2 C.4 6 B C.6 7 C.8 CO IE: -5.25' 4"W 3"FD 2"W IE:-2.00' 42.9 ////////////////////////////////// CO IE: -2.30'CO IE: -2.00' CO IE: -3.69' CO IE: -4.21' CO IE: -4.73' CO IE: -1.82' CO IE: -1.50' 2"W 2"W 3"W 2"W 2"W 4"W 3"FD 3"FD 3"FD2"V 31 2 PIPE SLEEVE IE: -2.20 PIPE SLEEVE IE: -2.10' DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P102 FLOOR PLAN - UNIT B - PLUMBING UNDERSLABSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D ENORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT B - PLUMBING UNDERSLAB PLAN NOTES:#PLAN NOTES: 1. REFER TO SHEET P102 FOR CONTINUATION OF PIPING. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 46 L C.4 B 43.2 C.6 42.540.5 C.8 3"FD 4"W 2"W ////////// // ////CO IE: -2.13' CO IE: -2.65' CO IE: -3.17' CO IE: -1.71' CO IE: -1.50' CO IE: -1.70' 3"W 3"FD 3"FD3"FD 2"W 2"W 2"W 4"W 2"V 1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P103 FLOOR PLAN - UNIT C - PLUMBING UNDERSLABSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D ENORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT C - PLUMBING UNDERSLAB PLAN NOTES:#PLAN NOTES: 1. REFER TO SHEET P101 FOR CONTINUATION OF PIPING. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 49 50 51 52 53 AE 47464340373429272319 Z U N L 26 43.2 45 AB.5 AC 47.5 V Y 40.8 42.8 3"FD 4"W 2"W 3"W //////////////// //////CO IE: -1.50' CO IE: -1.69' CO IE: -2.13' CO IE: -2.00' CO IE: -3.17' CO IE: -3.69' CO IE: -2.60' CO IE: -1.59' CO IE: -1.64' 3"W 2"W 2"W 2"W 2"W 2"W 3"W 3"FD 3"FD CO IE: -1.50' 1 P401 B DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P104 FLOOR PLAN - UNIT D - PLUMBING UNDERSLABSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT D - PLUMBING UNDERSLAB PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 4746434037342927231918 1615 X7 XR X8 X10 X11 X14 26 XR.4 XN.9 X11.9 XL.9 34.1 AK.6 AK.5 36.5 X6 X5.9 45 47.5 XN X5 X9 40.8 42.8 4"FS 3"FD 4"W 3"W 4"FS 3"FD 3"FD 3"W 3"W 3"W P361 1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P105 FLOOR PLAN - UNIT E - PLUMBING UNDERSLABSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT E - PLUMBING UNDERSLAB PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH AE 1918 161513 128 5 321 AD AJ 4 XM XK X7 XR Z U N 8.26 XR.4 XN.9 XL.9 X2 X3 X6 X5.9 AB.5 7 AC KINDERGARTEN 203 KINDERGARTEN 204 CORRIDOR 299F PASSAGE 201A PASSAGE 202A RESTROOM 202B KINDERGARTEN 202 RESTROOM 201B KINDERGARTEN 201 VESTIBULE 299A STORAGE 269 STAIR 268 RECEPTION 270 PRINCIPAL 270A ASST. PRINCIPAL 270B COUN. 270D SCHOOL PSYCH 270E CORRIDOR 270K FILES 270C CLINIC 267 TREATMENT 267A R.R. 267B R.R. 266 CORRIDOR 270L MEN 270F WOMEN 270G CONF. 270H CONF. 270I Room 249U CORRIDOR 299K ALCOVE 118 BOYS 264 GIRLS 265 BOOK STORAGE 263C STAFF LUNCH 263D WORK ROOM 270J V Y XN 10 X4 X5 CUMMINS X L-1 L-1 L-1L-1 EWC-1 EWC-1 MS-1 L-2 42.9 CO COCO CO CO L-2 L-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 WC-1 WC-1 WC-2 WC-2 WC-1 WC-1 WC-4 WC-4 WC-4 WC-2 WC-2 WC-3WC-3 UR-4UR-3 UR-2 UR-1 L-3 L-3 WC-5 WC-5 CO HYD-1 HYD-1 HYD-1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P201 FLOOR PLAN - UNIT A - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT A - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 853 L 8.2 C.4 6 B C.6 7 C.8 2ND CLASSROOM 213 VEST. 299C MOTHERS ROOM 215 OFFICE B 217 OFFICE C 219 2ND CLASSROOM 221 2ND CLASSROOM 223 3RD CLASSROOM 225 3RD CLASSROOM 226 2ND CLASSROOM 224 2ND CLASSROOM 222 CUST. 220 IDF 218 ELEC. 216 BOYS 214 1ST CLASSROOM 211 1ST CLASSROOM 209 1ST CLASSROOM 210 1ST CLASSROOM 207 1ST CLASSROOM 205 KINDERGARTEN 206 RESTROOM 206B PASSAGE 206A CORRIDOR 299F SMALL FLEX 208 ALCOVE 108 GIRLS 212 CORRIDOR 210A UR-1 MS-1 EWC-1 EWC-1 L-1 L-3 L-3 42.9 FD-1 FD-1 FD-1 FD-1 WC-1 WC-2 WC-1 WC-1 WC-1 WC-2 UR-2 WC-5 CO CO CO CO CO CO CO HYD-1 HYD-1HYD-1 2" 1/2" 1/2"1/2" 3/4"3/4" 3/4" 3/4" 3/4" DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P202 FLOOR PLAN - UNIT B - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT B - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 46 L C.4 B 43.2 C.6 42.540.5 C.8 3RD CLASSROOM 227 4TH CLASSROOM 229 4TH CLASSROOM 230 3RD CLASSROOM 228 CORRIDOR 299F 5TH CLASSROOM 248 5TH CLASSROOM 245 5TH CLASSROOM 243 5TH CLASSROOM 246 FLEX CLASSROOM 244 HA 4/5 CLASSROOM 241 4TH CLASSROOM 231 FLEX CLASSROOM 233 VESTIBULE 299E FLEX CLASSROOM 235 OFFICE D 237 HA 2/3 CLASSROOM 239 ELEC. 238 STAFF R.R. 240 CUSTODIAN 242 BOYS 236GIRLS 234 ALCOVE 107 4TH CLASSROOM 232 UR-1 MS-1 L-1 EWC-1 EWC-1 L-3 L-3 FD-1 FD-1 FD-1 FD-1 WC-1 WC-1 WC-1 WC-2 WC-2 WC-1 WC-4 UR-2 CO CO CO COCOCO HYD-1 HYD-1HYD-1 3/4" 3/4" 1"1/2"1/2" 3/4" 3/4" 3/4" VTR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P203 FLOOR PLAN - UNIT C - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D ENORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT C - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 49 50 51 52 53 AE 47464340373429272319 Z U N L 26 43.2 45 AB.5 AC 47.5 CORRIDOR 299F MEDIA CENTER 262 WORK 262A COMPUTER LAB 261 ART 259 KILN 259B ELEC. 251 STORAGE 259A OT/PT 252 IDF 253 GIRLS 256 BOYS 258 ALCOVE 120 CUST. 254 CORRIDOR 299G SPEC ED CLASSROOM 250 DISPLAY 259C SECLUSION ROOM 249A SPEC ED CLASSROOM 247 MUSIC CLASSROOM 249 STAIR 255 VESTIBULE 299H V Y 40.8 42.8 CO CO CO CO CO CO CO CO CO FD-1 FD-1 FD-1 WC-2 WC-1 WC-2 WC-1 WC-1 WC-1 UR-2 UR-1 L-3 L-3 L-4 SK-5 EWC-1 EWC-1 HYD-1 HYD-1 3/4" 3/4" 1 1/2" 1/2" 1 1/2" 1" SOLIDS INTERCEPTOR SOLIDS INTERCEPTOR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P204 FLOOR PLAN - UNIT D - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT D - PLUMBING DryerW as h e r 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x4821x4821x4821x4821x4821x4821x48 21x48 21x48 21x48 21x4821x4821x4821x4821x4821x4821x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x4821x4821x4821x4821x48 21x48 21x4821x4821x4821x48 21x4821x4821x4821x4821x4821x4821x4821x48PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 4746434037342927231918 13 X7 XR X8 X11 X14 26 XR.4 XN.9 X11.9 XL.9 34.1 AK.6 AK.5 36.5 X6 X5.9 45 47.5 R.R. 267B R.R. 266 CAFETERIA 263 OFFICE X RECEIVING 249J FUTURE STORAGE 249OOO FREEZER X LAUNDRY 195 ELEC. RM. X CORRIDOR 399B GYMNASIUM 257 PE STORAGE 257B OFFICE 257A STAGE 263B STAIR 255 XN 40.8 42.8 FIRE RISERS 6" FIRE DEPARTMENT CONNECTION WATER SOFTENERS BRINE TANK DOUBLE DETECTOR CHECK VALVE (2) BACKFLOW PREVENTER (2) WATER METERS 8" FIRE SERVICE 6" DOMESTIC SERVICE SALT BAG STORAGE FD-1 FD-1 FD-1 WC-4L-1 MS-1 HYD-1 3" HOT WATER AND 4" COLD WATER CAPPED FOR FUTURE P361 1 GREASE INTERCEPTOR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P205 FLOOR PLAN - UNIT E - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" FLOOR PLAN - UNIT E - PLUMBING BFPPLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. REFER TO SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH AE 128 5 3 AD AJ ELEC. MEZZANINE 247 1042.9 FD-1 FD-1 AH AE 474643403734292723192645 AB.5 AC MECH. MEZZANINE 249 40.8 42.8 FD-1 FD-1 FD-1 FD-1 34.1 AK.6 AK.5 36.5 MECH. MEZZANINE 271 BOILER 2,000,000 BTU BOILER 2,000,000 BTUBOILER 2,000,000 BTU WATER HEATER 500,000 BTU FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 BOOSTER PUMP FD-11" HOT WATER RETURN AND 4" COLD WATER CAPPED FOR FUTURE BOOSTER PUMP CONTROLLER SK-6 HOT WATER STORAGE TANK HOT WATER EXPANSION TANK THERMOSTATIC MIXING VALVEHOT WATER RETURN CIRC PUMP DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P206 MEZZANINE - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" ENLARGED MEZZANINE PLAN - UNIT A - PLUMBING NORTH SCALE: 1/8" = 1'-0" ENLARGED MEZZANINE PLAN - UNIT D - PLUMBING NORTH SCALE: 1/4" = 1'-0" ENLARGED MEZZANINE PLAN - UNIT E - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH AE 1918 161513 128 5 321 AD AJ 4 XM XK X7 XR X8 Z U N 8.26 XR.4 XN.9 XL.9 X2 X3 X6 X5.9 AB.5 7 AC V Y XN 10 X4 X5 42.9 2000 SF 2700 SF 1900 SF 1950 SF 500 SF500 SF 1250 SF RD-1 ORD-1 RD-1 ORD-1 RD-1 ORD-1 RD-1 ORD-1 RD-1 ORD-1 RD-1 ORD-1 RD-1 ORD-1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P221 ROOF PLAN - UNIT A - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" ROOF PLAN - UNIT A - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 853 L 8.2 C.4 6 B C.6 7 C.8 42.9 4"VTR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P222 ROOF PLAN - UNIT B - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D ENORTH SCALE: 1/8" = 1'-0" ROOF PLAN - UNIT B - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. 46 L 26 C.4 B 43.2 C.6 42.540.5 C.8 4"VTR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P223 ROOF PLAN - UNIT C - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" ROOF PLAN - UNIT C - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 49 50 51 52 53 AE 47464340373429272319 Z U N L 26 43.2 45 AB.5 AC 47.5 V Y 40.8 42.8 2800sf2675sf1200sf RD-1 ORD-1RD-1 ORD-1 RD-1 ORD-1 4"VTR DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P224 ROOF PLAN - UNIT D - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" ROOF PLAN - UNIT D - PLUMBING PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. AH 434037342927231918 1615 X7 XR X8 X11 X14 26 XR.4 XN.9 X11.9 XL.9 34.1 AK.6 AK.5 36.5 X6 X5.9 45 XN X5 X9 40.8 42.8 4050 sf 3725 sf RD-1 ORD-1 RD-1 ORD-1 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P225 ROOF PLAN - UNIT E - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com8642 16 24 32 1 2 3 4 0 CB A D E NORTH SCALE: 1/8" = 1'-0" ROOF PLAN - UNIT E - PLUMBING X7 XR X8 X10 X11 X14 XR.4 XN.9 X11.9 34.1 AK.6 AK.5 X6X5.9 X9 PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P360 ENLARGED FLOOR PLAN - KITCHEN UNDERSLAB - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.comNORTH SCALE: 1/4" = 1'-0" ENLARGED FLOOR PLAN - KITCHEN UNDERSLAB - PLUMBING D r y e r W asher 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x4821x4821x4821x4821x4821x4821x48 21x48 21x48 21x48 21x4821x4821x4821x4821x4821x4821x48 21x48 21x48 21x48 21x48 21x48 21x48 21x48 21x4821x4821x4821x4821x48 21x48 21x4821x4821x4821x48 21x4821x4821x4821x4821x4821x4821x4821x48X7 XR X8 X10 X11 X14 XR.4 XN.9 X11.9 34.1 AK.6 AK.5 X6X5.9 X9 PROVIDE SUPPLY DROPS TO KITCHEN EQUIPMENT WHERE REQUIRED. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT SCHEDULE, PLUMBING ROUGH- INS, AND EQUIPMENT INFORMATION. PLAN NOTES:#PLAN NOTES: 1. PLAN NOTE #1. GENERAL NOTES: 1. SEE SHEET PM001 FOR ADDITIONAL GENERAL NOTES. DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P361 ENLARGED FLOOR PLAN - KITCHEN - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.comNORTH SCALE: 1/4" = 1'-0" ENLARGED FLOOR PLAN - KITCHEN - PLUMBING FLOW GRADE PIPE BEDDING AGGREGATE BACKFILL DEPTH TO SEWER VARIES WYE AND 1/8 BEND IF PLACED IN SEWER LINE. 1/4 BEND IF PLACED AT END OF SEWER LINE. 18"x18"x6" CONCRETE PAD CLEANOUT BOX W/ SOLID COVER 2" COMPACTED SAND BED BRONZE PLUG WYE AND 1/8 BEND WITH CLEANOUT EXTENSION TO GRADE (SWING JOINT) SHUT-OFF VALVE PRESSURE REGULATING VALVE PIPE SUPPORT (MIRO 3-R-2) PIPE SIZE INDICATED ON DRAWINGS UNION ROOF TOP UNIT ROOF DIRT LEG G 1/2" THICK FOAMED NEOPRENE SEAL S.S. CLAMPS RUBBER CAP PLASTIC CURB COVER (LIKE THYCURB TP-1, PATE, OR APPROVED EQUAL) SINGLE OR MULTIPLE PIPES AS SHOWN ON PLANS 1-1/2" 3 LB. RIGID INSULATION WITH VAPOR BARRIER PREFABRICATED ROOF CURB VAPOR BARRIER 14" MIN. NOTE: ROOF CURBS ARE TO BE ANCHORED TO ROOF SURFACE SEE ARCHITECTURAL PLANS FOR INSULATION WIDTH ROOF DECK FLOW FLOOR DEPTH TO SEWER VARIES WYE AND 1/8 BEND IF PLACED IN SEWER LINE. 1/4 BEND IF PLACED AT END OF SEWER LINE. CLEANOUT BOX WITH RECESSED SOLID COVER BRONZE PLUG WYE AND 1/8 BEND WITH CLEANOUT EXTENSION TO GRADE (SWING JOINT) PIPE SLEEVE THRU FLOOR SLOPE VENT UNDER FLOOR SLOPE SANITARY UNDER FLOOR LONG SWEEP COMBINATION WYE & 1/8 BEND FLOOR WASTE OUTLET VENT PIPE AS HIGH AS POSSIBLE 2" COLLARROOFING MEMBRANE UNDERDECK CLAMP FOR RIGID MOUNTING (TYP.) CAULK OUTLET (TYP.) CLAMPING COLLAR WATERPROOFING MEMBRANE SECURED BY CLAMPING COLLAR (TYP.) ROOF SUMP RECEIVER (TYP.) 36' - 0" AREA A AREA B UNDISTURBED EARTH AREA A NOTE: PIPE SIZE AREA A AREA B 4 6 8 THESE AREAS CAN BE REDUCED IF CONFIRMED BY SOIL REPORTS. 8 FT 8 FT 16 FT 20 FT 24 FT 32 FT 2 2 2 2 2 2 VENT PIPE CUT-OFF MASTIC STAINLESS STEEL CLAMPING RING PRE-MOLDED BOOT BY ROOF MEMBRANE MANUFACTURER ROOFING MEMBRANE RECOVERY BOARD ON ROOF INSULATION SYSTEM ROOF DECK 12" MINVENT CAP (JAY R SMITH #1748) FLOOR WATER METER (PER WATER COMPANY STANDARDS) 4" WATER SERVICE REFER TO SITE/CIVIL DRAWINGS FOR CONTINUATION BFP-B 3" 1-1/4" BFP-A FLOOR DRAIN (FD-2) TERMINATE RELIEF OVER FLOOR DRAIN DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P401 DETAILS - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.comSCALE: NONE 00 - DETAIL - EXTERIOR CLEANOUTA SCALE: NONE 00 - DETAIL - GAS PIPE CONNECTIONG SCALE: NONE 00 - DETAIL - GAS PIPE THRU ROOFF SCALE: NONE 00 - DETAL - INTERIOR CLEANOUT B SCALE: NONE 00 - DETAIL - LOOP WASTE AND VENTC SCALE: NONE 00 - DETAIL - ROOF DRAIN E SCALE: NONE 00 - DETAIL - THRUST BLOCK H SCALE: NONE 00 - DETAIL - VENT THROUGH ROOFJ SCALE: NONE 00 - DETAIL - WATER SERVICE PIPINGD PLUMBING EQUIPMENT SCHEDULE MARK NO. SPECIFICATION NAME MANUFACTURER & MODEL NO. ELECTRICAL DATA LOAD VOLTS PHASE WT.CAPACITY REMARKS WH-A (2) ET-A CP-A TMV-A EXPANSION TANK - 115 1 PH 191 LBS 115 GPM @ 12 PSI DROP INCLUDE STRAINER AND AIR GAP ASSEMBLY - MAKE UP WATER REDUCE PRESSURE BACKFLOW PREVENTER ZURN WILKINS #375A -2 1/2" WS-A SIMPLEX WATER SOFTENER SYSTEM AQUA SYSTEM #WS2AQDSF1000 950 LBS / EA GAS FIRED HIGH EFFICIENCY WATER HEATER LOCHINVAR #AWN801PM GAS LOAD INPUT - BTU 800,000 / EA RECOVERY RATE: 931 GPH @100°F RISE/EA DOMESTIC HOT WATER CIRCULATION PUMP THERMOSTATIC MIXING VALVE 20A 15A --- - 461 LBS/ EA ---48 LBS- 115 1 PH -27 LBS1/8 HP 110 1 PH -23 LBS15A 115 1 PH THERM-X-TROL ST-30VC-DD TACO #0011 LAWLER 94 GPM @ 25 PSI PRESSURE DROP 300,000 / 15 LBS / CUBIC FEET 16.5 GALLON TANK VOLUME .68 MAX. ACCEPT. FACTOR 3.66 GPM @ 29 TDH 94 GPM @ 5 PSI PRESSURE DROP CONTROLLED BY AQUASTAT 150 PSI ASME TANK TERMINATE RELIEF OVER TRENCH DRAIN TERMINATE BACKWASH OVER TRENCH DRAIN SEE NOTES BELOW FOR ADDITIONAL PART #'S AND INSTRUCTIONS BFP-A HWST-A --DOMESTIC HOT WATER STORAGE TANK LOCHINVAR #RGA504 -504 GALLONS CAPACITY-1329 LBS TERMINATE RELIEF OVER TRENCH DRAIN ---------- CP-B 140°F HOT WATER CIRCULATION PUMP 115 1 PH -27 LBS1/8 HPTACO #0010 0.5GPM @ 10 TDH CONTROLLED BY AQUASTAT - NOTES: TO EXPAND THE EXISTING SYSTEM YOU WILL NEED THE FOLLOWING: QTY. 1 –WS2AQDSF1000HL 10 CUBIC FOOT WATER SOFTENER WITH A 2”CLACK WS2 CONTROL (1) QTY. 1 –(P/N 02900229) MULTI SYSTEM CONTROLLER QTY. 3 –(P/N 02917020) 8 FT CONNECTING CABLES FOR THE SYSTEM CONTROLLER QTY. 1 –(P/N 02917010) CLACK 2”FLOW METER QTY. 3 -(P/N 02910213) WS2 2”NO HARD WATER MOTORIZED QTY. 1 –(P/N 05010604) 24 X 50 BRINE TANK TO EXPAND THE SYSTEM FROM A DUPLEX ALTERNATING WATER SOFTENER TO A TRIPLEX WATER SOFTENER WITH PROGRESSIVE FLOW THE FOLLOWING MUST BE ACCOMPLISHED. 1. ADD A WS2AQDSF1000 WATER SOFTENER (INCLUDES A 2”FLOW METER. 2. TAKE THE EXISTING FLOW METER FROM THE DUPLEX ALTERNATING SYSTEM AND THE ADDITIONAL METER (NOT THE ONE FROM THE ADDED SOFTENER, THIS MUST BE AN ADDITIONAL MAKING IT A TOTAL OF 3 -2”FLOW METERS) PUT EACH METER ON THE OUTLET SIDE OF THE CONTROL VALVE. 3. ELIMINATE THE ALTERNATING VALVE ON THE CURRENT DUPLEX AND ADD THE LISTED (3) MOTORIZED STOP VALVES AS SHOWN ON THE ATTACHED PIPING DRAWING. 4. INSTALL THE THREE MINERAL AND 2 BRINE TANKS AS SHOWN ON THE ATTACHED PIPING 5. INSTALL AND WIRE THE “SYSTEM CONTROLLER”ACCORDING TO THE PROVIDED INSTRUCTIONS THAT ARE PACKED WITH THE SYSTEM. FIXTURE ROUGH-IN SCHEDULE & MOUNTING HEIGHTS MARK NO. FIXTURE DESCRIPTION HW CW TRAP W V MOUNTING HEIGHTS UR-1 URINAL -FLUSH VALVE, CHILD HEIGHT SK-1 3/4"2"1 1/2"14" TO RIM 1/2"1/2"1 1/2"1 1/2"1 1/2"UNDER COUNTER MOUNT HYD-1 WALL HYDRANT -NON FREEZE -3/4"---24" A.F.F. SK-2 1/2"1/2"1 1/2"1 1/2"1 1/2"UNDER COUNTER MOUNT UR-2 URINAL -FLUSH VALVE, CHILD HEIGHT, ADA 3/4"2"1 1/2" WB-1 WASHING MACHINE OUTLET BOX 3/4"3/4"2"2"2"42" TO TOP OF BOX IMB-1 ICE MAKER OUTLET BOX -1/2"---24" MS-1 MOP SINK 3/4"3/4"3"3"2"MOUNT FAUCET 36" ABOVE FINISHED FLOOR SINGLE BOWL SINK -CLASSROOMS SK-3 SINGLE BOWL SINK -MOTHERS ROOMS 1/2"1/2"1 1/4"1 1/2"1 1/2"UNDER COUNTER MOUNT SK-4 DOUBLE BOWL SINK -NURSE ROOM 1/2"1/2"1 1/4"1 1/2"1 1/2" HB-1 HOSE BIBB -INTERIOR USE -3/4"---24" A.F.F. WC-1 WATER CLOSET - FLUSH VALVE, CHILD HEIGHT -1"INTEGRAL 4"2"15" TO SEAT -1"INTEGRAL 4"2"17" TO SEATWATER CLOSET -FLUSH VALVE UNDER COUNTER MOUNT L-2 1/2"1/2"1 1/4"1 1/2"1 1/2"27" TO LOWER COMPARTMENT L-3 L-1 - - WC-2 WATER CLOSET - FLUSH VALVE, CHILD HEIGHT, ADA -1"INTEGRAL 4"2"15" TO SEAT WC-3 INTEGRAL INTEGRAL 17" TO RIM DOUBLE BOWL SINK -FACULTY ROOMS EWC-1 WATER COOLER W/BOTTLE FILLER -CHILD HEIGHT, ADA 1/2"1 1/2"1 1/2"32" TO BUBBLER-1 1/4" EWC-2 1/2"1 1/2"1 1/2"44" TO BUBBLER-1 1/4" SK-5 SINGLE COMPARTMENT SINK WITH LEGS -ART ROOM, ADA 1/2"1/2"1 1/2"1 1/2" SH-1 SHOWER - CHILD HEIGHT, ADA 1/2"1/2"---℄OF SHOWER CONTROLS 45" A.F.F. WATER COOLER W/BOTTLE FILLER -CHILD HEIGHT, ADA EW-1 EMERGENCY EYE WASH -FAUCET CONNECTION 1/2"1/2"---MOUNT ABOVE SK-7, REQUIRES THERMOSTATIC MIXING VALVE SK-6 SINGLE COMPARTMENT SINK WITH LEGS - MECHANICAL ROOM 1/2"1/2"1-1/2" - 1-1/2" 1-1/2" LAVATORY -WALL HUNG, ADA 1/2"1/2"1 1/4"1 1/2"1 1/2"27" TO DECK 1/2"1/2"1 1/4"1 1/2"1 1/2"3 COMPARTMENT LAVATORY -WALL HUNG MIDDLE COMPARTMENT ADA, 31" RIM HEIGHT FOR LOWEST STATION 2 COMPARTMENT LAVATORY -WALL HUNG L-4 1/2"1/2"1 1/4"1 1/2"1 1/2"__ COMPARTMENT LAVATORY -WALL HUNG - ART ROOM, ADA 31" RIM HEIGHT FOR LOWEST STATION -1"INTEGRAL 4"2"17" TO SEATWATER CLOSET -FLUSH VALVE, ADA WC-4 UR-3 URINAL -FLUSH VALVE 3/4"2"1 1/2"- UR-4 URINAL -FLUSH VALVE, ADA 3/4"2"1 1/2" - - INTEGRAL INTEGRAL 17" TO RIM 1-1/2"- -1"INTEGRAL 4"2"-WATER CLOSET -FLUSH VALVE, FLOOR MOUNTED, KINDERGARTEN HEIGHT WC-5 KITCHEN EQUIPMENT ROUGH-IN SCHEDULE MARK NO.EQUIPMENT DESCRIPTION CW ISLAND WORK TABLE W/ SINK - HW - 140 HW - WASTE 2" V - NOTES SPLASH MOUNTED FAUCET 3/4"- DOUBLE DECK STEAMER 16 17 35A 37 SIZE BTUH GAS DATA -3/4" - -- - - - - - - - - - NOTES: 1. KITCHEN EQUIPMENT BY OTHERS. COORDINATE FINAL CONNECTION WITH KITCHEN EQUIPMENT VENDOR. 2. REFER TO FOOD SERVICE KITCHEN EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION. DISH MACHINE W/ BOOSTER HEATER 61 -3/4"(2) 3/4" SPLASH MOUNTED PRE RINSE FAUCET60 3/4"--3/4" 52 --3/4" ISLAND WORK TABLE W/ SINK -- INDIRECT DIRECT - - 2" - - 2"-- - - -- - THREE COMPARTMENT SINK 2" WALL MOUNTED HAND SINK -14 -1-1/2"--1-1/2" 3/4" - 2" 86 -----DROP-IN THREE PAN HOT/COLD WELL UNIT 3/4"EXTEND DRAIN LINE TO FLOOR SINK.-- 91 -----DROP-IN FROST TOP 3/4"-- TERMINATE DRAIN OVER FLOOR SINK GARBAGE DISPOSAL SYSTEM 56 - ---2"3/4"-- -- - EXTEND SERVICE TO KEC FURNISHED MIXING VALVE AND THEN EXTEND SINGLE TEMPERED LINE IN WALL AND OUT @ 90" AFF TO EQUIPMENT. - EXTEND 140° HOT WATER TO EQUIPMENT THROUGH KEC FURNISHED WATER FILTER. EXTEND DRAIN LINE TO FLOOR SINK. EXTEND COLD WATER TO DRAIN WATER TEMPERING DEVICE ON EQUIPMENT. EXTEND SERVICE TO (2 ) SPLASH MOUNTED FAUCETS. MANIFOLD DRAIN LINES FROM WASH AND RINSE SINKS AND EXTEND TO DIRECT DRAIN. BRANCH SERVICE FROM ITEM #60 TO EQUIPMENT THROUGH KEC FURNISHED SOLENOIDS & VACUUM BREAKER. EXTEND DRAIN LINE FROM EQUIPMENT TO DIRECT DRAIN. EXTEND DRAIN LINE TO FLOOR SINK. ROTATING RACK OVER 1/2"-49A --3/4"--- GARBAGE DISPOSER 3/4"-18 ---1-1/2"-2" HOT WATER DISPENSER20A ----1/2"1"-- TILTING SKILLET30 3/4"100,000--2"-TERMINATE DRAIN OVER FLOOR TROUGH 30A COMBI OVEN W/ STAND32 --3/4"-TERMINATE DRAIN OVER FLOOR SINK2"--- 36" CHARBOILER33A ------3/4"87,000 36A ----12 GALLON TILT KETTLE 3/4"3/4"-2" 44 85 -- - 3/4"3/4" 1/2"1/2" EXTEND HOT AND COLD WATER TO FAUCET PRESSURE SKILLET ----2"-3/4"3/4"TERMINATE DRAIN OVER FLOOR TROUGH - BRANCH SERVICE FROM ITEM #17 TO EQUIPMENT THROUGH KEC FURNISHED SOLENOIDS & VACUUM BREAKER. EXTEND DRAIN LINE FROM EQUIPMENT TO DIRECT DRAIN. TERMINATE DRAIN OVER FLOOR SINK EXTEND SERVICE TO EQUIPMENT THRU KEC FURNISHED WATER FILTER. TERMINATE DRAIN OVER FLOOR SINK TERMINATE DRAIN OVER FLOOR SINK ----ISLAND WORK TABLE W/ PREP SINK --2"- TERMINATE DRAIN OVER FLOOR SINK TERMINATE DRAIN OVER FLOOR SINK 80 -----DROP-IN TWO PAN HOT/COLD WELL UNIT 3/4"EXTEND DRAIN LINE TO FLOOR SINK.-- ----DROP-IN FOUR PAN HOT WELL UNIT 3/4"EXTEND DRAIN LINE TO FLOOR SINK.-- 92 -----DROP-IN SINGLE PAN HOT WELL 3/4"EXTEND DRAIN LINE TO FLOOR SINK.- EXISTING/ RELOCATED 6 BURNER RANGE29 VIF VIF------- DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 AMB DED DA# 21047 P601 SCHEDULES - PLUMBINGSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com CHARGING VALVE SIGHT GLASS FILTER-DRYER BARE PIPE IN COVER RADIATION COVER ONLY FINNED TUBE RADIATION FINNED TUBE RADIATION IN COVER THERMOSTATIC EXPANSION VALVE EVAPORATOR PRESSURE REGULATOR MANUAL REFRIGERATION VALVE STRAINER FLANGED CONNECTION SIAMESE HOSE CONNECTION PIPE ANCHOR EXPANSION JOINT PIPE ALIGNMENT GUIDES UNION END CAP CONCENTRIC REDUCER TEE DOWN TEE UP ELBOW DOWN ELBOW UP TEMPERATURE SENSOR HUMIDISTAT ROOM THERMOSTAT (HEAT/COOL) ROOM THERMOSTAT (COOL) DUCT THERMOSTAT FLOW METER MOTORIZED DAMPER DIFFERENTIAL PRESSURE TRANSMITTER ROOM THERMOSTAT (HEAT) SAFETY/PRESSURE RELIEF VALVE FLOW CONTROL VALVE MAKEUP WATER VALVE PRESSURE REDUCING VALVE CHECK VALVE BALANCING VALVE VERTICAL SHUT-OFF/IN VERTICAL PIPE SHUT-OFF VALVE SHOCK ABSORBER AIR CHAMBER PIPE PITCH ARROW (DOWN IN ARROW DIRECTION) PRESSURE GAUGE AUTOMATIC AIR VENT COMPOUND GAUGE FLEX CONNECTOR CONDENSER WATER RETURN GROUND LOOP WATER RETURN REFRIGERANT DISCHARGE REFRIGERANT SUCTION REFRIGERANT LIQUID CONDENSER WATER SUPPLY CHILLED WATER SUPPLY CHILLED WATER RETURN GROUND LOOP WATER SUPPLY PENDANT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD FIRE PROTECTION PIPING POST INDICATOR VALVE FIRE HYDRANT FUEL OIL RETURN FUEL OIL SUPPLY INVERTED BUCKET TRAP FLOAT & THERMOSTATIC TRAP HEATING WATER RETURN HEATING WATER SUPPLY LOW PRESSURE CONDENSATE RETURN LOW PRESSURE STEAM RETURN OR EXHAUST DUCT DOWN RETURN OR EXHAUST DUCT UP FIRE DAMPER (FD) IN DUCT SUPPLY DUCT DOWN VOLUME DAMPER SUPPLY DUCT UP FUEL OIL VENT FLOW ARROW TEMP/PRESSURE RELIEF VALVE CONCEALED SPRINKLER HEAD DRY STANDPIPE DRY PIPE SPRINKLER PIPING PRE-ACTION SPRINKLER PIPING ELBOW TEE CLEANOUTS FLOOR DRAIN STORM WATER (SUSPENDED) TEMPERED WATER GAS DRAIN LINE SANITARY WASTE (SUSPENDED) SANITARY WASTE (BURIED) SANITARY VENT LINE STORM WATER (BURIED) COLD SOFT WATER HOT WATER (180° F) HOT WATER RETURN (140° F) HOT WATER (140° F) HOT WATER RETURN HOT WATER 140° GAS METER WATER METER TAMPER SWITCH FLOW SWITCH PIPE SLEEVE HOT SOFT WATER HOT SOFT WATER RETURN CONTROL VALVE (TCV) 3-WAY CONTROL VALVE WET FIRE PROTECTION PIPING REFRIGERANT HOT GAS HOT WATER RETURN (180° F) MEDIUM PRESSURE STEAM HIGH PRESSURE STEAM MEDIUM PRESSURE CONDENSATE RETURN HIGH PRESSURE CONDENSATE RETURN THERMOSTATIC TRAP THROTTLING VALVE PETE'S PLUG FD CARBON DIOXIDE SENSOR VARIABLE FREQUENCY DRIVE TEMPERATURE CONTROL PANEL ACCESS PANEL BOILER FEED WATER EMERGENCY BOILER FEED WATER COLD WATER 140° 180° 180° T CSW HSW HSWR NON-POTABLE WATERNPW G AIR (WITH PSI)A D GM WM CS CR CHWS CHWR GS GR HS HR FOS FOR FOV RD RS RL RHG DUAL TEMPERATURE SUPPLYDTS DUAL TEMPERATURE RETURNDTR BFW EBFW LPS MPS HPS LPR MPR HPR CONDENSATE PUMP DISCHARGEPD CONDENSATE RETURNCR F&T IB T ECCENTRICAL REDUCER CO FD D F DS DP PA W P PIV TS FS COMBINATION FIRE/SMOKE DAMPER (FSD) IN DUCT FSD SD SMOKE DAMPER (SD) IN DUCT AP INTERNAL LINED DUCT CO2 FLOW SWITCH FS FM DPT M VFD TCP WELL WATERWW 8"E. DENOTED EXISTING WORK CONNECTION TO EXISTING SECTION OR ELEVATION NUMBER THERMOMETER T S T H T H,C T C T H T DENOTED NEW WORK SIZE OF PIPE OR DUCT DENOTED EXISTING SHEET NUMBER OF SECTION OR ELEVATION DETAIL (LETTER) SHEET NUMBER OF DETAIL LOCATION AD AFC AFF AHR AHU ALT AP AS BD BDD BTU BV CB CI CL CO CF COND CONV CUH CW DB DF DIA DIFF DS DXC EA EAT EBBR EC EG ECONV ECUH EF ELEC ELEV EOM EPUH ER ERCP ESP EWC EWH EXPT E. ETR FD FS FPVAV FOB FSD FTR GC GEN HB HTG HW HWR HYD ID INV. EL. LAT LAV MBH MECH MH MC MS MUV NC NO OA OAD OBD OD ORD OSD PFHX PIV PLBG PRV PUH RA RAD RCP RCNP RD RECIRC RG RPZ RR RIV RRV SA SAN SD SG SHDR SK SR SS STHX TCC TCP TG TO TP TYP UR VAV VCP VD VFD VS VSD VTR W WB WC WS ABBREVIATIONSTEMPERATURE CONTROL/MONITORING DRAWING NOTATIONS SECTIONS AND DETAILS RADIATION SYMBOLS DUCT SYMBOLS FIRE PROTECTION SYSTEM STEAM PIPING HVAC PIPING VALVES REFRIGERATION VALVES/FITTINGS PLUMBING PIPE FITTINGS GENERAL NOTES 1. THESE NOTES APPLY TO EACH AND EVERY 'M', 'P' AND 'FP' SERIES DRAWINGS. 2. ALL NEW WORK IS DRAWN DARK. ALL WORK DRAWN LIGHT AND FOLLOWED BY (E.) IS EXISTING. 3. ALL WORK SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. 4. FIELD VERIFY ALL EXISTING CONDITIONS AS TO EXACT SERVICE, LOCATION, TYPE OF MATERIAL, ETC. BEFORE BIDDING AND BEFORE BEGINNING RENOVATION WORK. 5. COORDINATE ALL SHUT-DOWNS, DELIVERY, AND STORAGE OF MATERIALS, ETC. WITH OWNER'S REPRESENTATIVE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL OTHER TRADES. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS RELATED TO COORDINATION. 7. CONTRACTORS SHALL PROTECT ALL EXISTING OWNER FACILITIES DURING CONSTRUCTION. ANY AND ALL OWNER FACILITIES DAMAGED OR DISCONNECTED BY CONTRACTOR OPERATIONS SHALL BE FULLY RESTORED TO PREVIOUS OPERATING AND APPEARANCE CONDITION BY CONTRACTOR. 8. PROVIDE SLEEVES FOR ALL PIPING AND DUCTWORK THAT PENETRATE WALLS, WHETHER SHOWN OR NOT. HOLES THROUGH EXISTING WALLS TO BE CORE DRILLED OR DRILLED WITH HOLE SAW. SEE SPECIFICATIONS. 9. ALL UNDERLINED EQUIPMENT IS SCHEDULED. SEE M600, P600 AND FP600 SERIES DRAWINGS FOR SCHEDULES. 10. REFERENCE M400, P400 AND FP400 SERIES DRAWINGS FOR TYPICAL AND SPECIFIC INSTALLATION REQUIREMENTS FOR EQUIPMENT, ETC. 11. SMOKING, ALCOHOL, DRUGS, WEAPONS, AND CONTRABAND ARE STRICTLY FORBIDDEN ON JOB SITE PROPERTY. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR CORE DRILLING AND CUTTING HOLES THROUGH WALLS AND FLOORS AS REQUIRED TO INSTALL NEW PIPING AND DUCTWORK, WHETHER SHOWN OR NOT UNLESS SPECIFICALLY NOTED ON 'S' SERIES DRAWINGS. 13. CONTRACTOR SHALL PROVIDE PLATING AS REQUIRED TO PROTECT SURFACE OF EXISTING ASPHALT PARKING LOT. PROVIDE PLATES UNDER WHEELS OF DUMPSTERS, LIFTING DEVICES AND ANY OTHER EQUIPMENT THAT COULD SINK INTO THE ASPHALT. 14. FIELD VERIFY EXACT SIZES OF EXISTING PIPING AND DUCTWORK SYSTEMS SHOWN TO BE CONNECTED TO NEW WORK. IN THE EVENT ACTUAL SIZE IS DIFFERENT THAN SHOWN ON DRAWINGS, CONTACT ENGINEER FOR DIRECTION PRIOR TO ANY WORK. 15. LOCATE AIR TERMINAL BOXES, VALVES, METERS, GAUGES, DAMPERS, FANS, ETC., ABOVE LAY-IN CEILING OR IN EXPOSED AREAS. ALL ITEMS REQUIRING SERVICE AND VALVES MUST BE ACCESSIBLE. 16. ADHERE ENGRAVED PLASTIC LAMINATE TAGS TO THE ACOUSTICAL LAY-IN CEILING GRID AT ALL LOCATIONS WHERE TERMINAL DEVICES, VALVES, FANS, ETC. ARE LOCATED ABOVE THAT CEILING INDICATING THE EQUIPMENT NOMENCLATURE INSTALLED. 17. DO NOT INSTALL DEVICES WHICH REQUIRE SERVICE BEHIND WALLS OR PLASTER CEILINGS OR BAR JOISTS. 18. ACCESS PANELS ARE REQUIRED IN HARD CEILINGS WHETHER SHOWN OR NOT WHEREEVER ACCESS IS REQUIRED TO INSTALL OR SERVICE EQUIPMENT. COORDINATE LOCATIONS WITH REFLECTED CEILING PLANS. 19. IF ACCESS PANELS ARE NEEDED, PROVIDE PANELS WITH HINGES AND KEYED TO THE BUILDING MASTER KEY SYSTEM. DO NOT USE CLOSURE SCREWS. 20. WHERE UNITS MUST BE INSTALLED ABOVE HARD CEILINGS, CONTROL RELAYS, SHUT-OFF VALVES, AND/OR SIMILAR ACCESSORIES MUST BE LOCATED FOR MAINTENANCE THROUGH THE ACCESS PANEL. 21. DO NOT RUN ANY UTILITIES, DUCTWORK, PIPING OR EQUIPMENT ABOVE TELECOMMUNICATIONS ROOMS OR ELEVATOR EQUIPMENT ROOMS. CONTACT ENGINEER IF SUCH A CONDITION IS REALIZED, PRIOR TO INSTALLATION. 22. ALL FLOOR OR OUTDOOR MOUNTED EQUIPMENT SHALL BE INSTALLED ON A CONCRETE HOUSEKEEPING PAD. CONCRETE PADS FOR ALL HVAC EQUIPMENT MUST BE A FACTORY MIX (NOT BAG MIXED ON SITE). 23. ALL PLUMBING AND MECHANICAL PIPING AND INSULATION MATERIALS INSTALLED IN CEILING RETURN AIR PLENUMS SHALL COMPLY WITH ASTM E84 FOR FLAME-SPREAD RATING OF 25 OR LESS AND SMOKE-DEVELOPED RATING OF 50 OR LESS. 24. ADDITIONAL GENERAL NOTES SPECIFIC TO A PARTICULAR DRAWING ARE NOTED ON THOSE DRAWINGS. IF AN ARCHITECT IS INVOLVED ADD THE FOLLOWING: 1. COLORS OF EXPOSED UNITS SHALL BE SELECTED BY ARCHITECT. COLORS SHALL BE MANUFACTURER'S STANDARD OR CUSTOM COLOR AS REQUESTED. SUBMIT COLOR CHARTS WITH SHOP DRAWINGS. 2. SEE 'A' SERIES DRAWINGS FOR WALL AND CEILING REMOVAL AND REPLACEMENT TO INSTALL DUCTWORK, EQUIPMENT, AND PIPING. IF MORE WALL OR CEILING REMOVAL IS REQUIRED THAN SHOWN ON 'A' SERIES DRAWINGS, THEN CONTRACTOR REQUIRING THE DEMOLITION SHALL BE RESPONSIBLE FOR WALL/CEILING REMOVAL AND REPLACEMENT. 3. FOR WALLS THAT GO TO DECK, REFERENCE THE 'A' SERIES DRAWINGS. CONTRACTOR SHALL PROVIDE ACOUSTIC SEALANT AROUND ALL DUCT AND PIPE PENETRATIONS THROUGH FULL HEIGHT WALLS. 4. SEE 'S' SERIES DRAWINGS FOR TYPICAL LINTEL INSTALLATION. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR LINTELS FOR ALL DUCT PENETRATIONS THRU EXISTING WALLS. 5. ACCESS PANELS ARE REQUIRED IN HARD CEILINGS WHEREVER ACCESS IS REQUIRED TO INSTALL OR SERVICE MECHANICAL EQUIPMENT. SEE 'A' SERIES DRAWINGS AND SPECIFICATIONS. COORDINATE LOCATION WITH REFLECTED CEILING PLAN. ACID WASTE (SUSPENDED) ACID WASTE (BURIED) CONDENSATE DRAINCD C FCV SHUT-OFF VALVE AREA DRAIN AUTOMATIC FLOW CONTROL ABOVE FINISHED FLOOR AIR HOSE REEL AIR HANDLING UNIT ALTERNATE ACCESS PANEL AIR SEPARATOR BLOWDOWN BACKDRAFT/PRESSURE RELIEF DAMPER BRITISH THERMAL UNIT BALANCE VALVE CATCH BASIN CAST IRON CENTERLINE CLEANOUT CLOSET FLANGE CONDENSATE HYDRONIC CONVECTOR CABINET UNIT HEATER COLD WATER DRY BULB DRINKING FOUNTAIN DIAMETER DIFFUSER DOWNSPOUT DIRECT EXPANSION COOLING COIL EXHAUST AIR ENTERING AIR TEMPERATURE ELECTRIC BASEBOARD RADIATION ELECTRICAL CONCTRACTOR EXHAUST GRILLE ELECTRIC CONVECTOR ELECTRIC CABINET UNIT HEATER EXHAUST FAN ELECTRICAL ELEVATION END OF MAIN DRIP ELECTRIC PROPELLER UNIT HEATER EXHAUST REGISTER ELECTRIC RADIANT CEILING PANEL EXTERNAL STATIC PRESSURE ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXPANSION TANK EXISTING EXISTING TO REMAIN FLOOR DRAIN OR FIRE DAMPER FLOOR DRAIN FAN POWERED VAV FLAT ON BOTTOM COMBINATION FIRE/SMOKE DAMPER HYDRONIC FINNED TUBE RADIATION GENERAL CONTRACTOR GENERAL HOSE BIBB HEATING HOT WATER HOT WATER RETURN WALL HYDRANT INTERNAL DIAMETER INVERTED ELEVATION LEAVING AIR TEMPERATURE LAVATORY 1000 BTU/HOUR MECHANICAL MANHOLE MECHANICAL CONTRACTOR MOP SINK AUTOMATIC MAKE-UP VALVE NORMALLY CLOSED NORMALLY OPEN OUTSIDE AIR OUTSIDE AIR DAMPER OPPOSED BLADE DAMPER OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OPEN SITE DRAIN PLATE AND FRAME HEAT EXCHANGER POST INDICATOR VALVE PLUMBING PRESSURE REDUCING VALVE PROPELLER UNIT HEATER RETURN AIR RETURN AIR DAMPER HYDRONIC RADIANT CIELING HEATING PANEL REINFORCED CONCRETE PIPE ROOF DRAIN RECIRCULATING RETURN GRILLE REDUCED PRESSURE BACKFLOW PREVENTER RETURN REGISTER ROOF INTAKE VENT ROOF RELIEF VENT SUPPLY AIR SANITARY SMOKE DAMPER SUPPLY GRILLE SHOWER DRAIN SINK SUPPLY REGISTER STAINLESS STEEL SHELL AND TUBE HEAT EXCHANGER TEMPERATURE CONTROL CONTRACTOR TEMPERATURE CONTROL PANEL TRANSFER GRILLE TRANSFER OPENING TRAP PRIMER LINE TYPICAL URINAL VARIABLE AIR VOLUME VETRIFIED CLAY PIPE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VENT STACK VARIABLE SPEED DRIVE VENT THROUGH ROOF WASTE WET BULB WATER CLOSET WASTE STACK ROOM NUMBER UNDERLINED REPRESENTS SCHEDULED EQUIPMENT FAN COIL CFM FAN COIL SIZE UNIT/AREA LOCATION IN BUILDING NUMBER OF AHU IN UNIT UNDERLINED REPRESENTS SCHEDULED EQUIPMENT UNIT/AREA LOCATION IN BUILDING NUMBER OF FAN IN UNIT UNDERLINED REPRESENTS SCHEDULED EQUIPMENT FAN CFM UNIT/AREA LOCATION IN BUILDING UNDERLINED REPRESENTS SCHEDULED EQUIPMENT VAV MAX CFM VAV SIZE - SEE SCHEDULE DRAWN TO SCALE (ACTUAL SIZE) ACTUAL SIZE SQUARE DIFFUSER DRAWN TO SCALE (ACTUAL SIZE) CFM CFM LINEAR SLOT DIFFUSER DRAWN TO SCALE (ACTUAL SIZE) CFM EG - EXHAUST GRILLE RG - RETURN GRILLE SIZE SUPPLY REGISTER CFM FC - FAN COIL BC - BLOWER COIL FC-A-128G 1280 AHU-A4 EF-B6 400 VAV-A-123A 120 FAN COIL AIR HANDLING UNIT FAN VARIABLE AIR VOLUME BOX DOUBLE DEFLECTION SUPPLY REGISTER EXHAUST/RETURN GRILLE SUPPLY DIFFUSER RETURN GRILLE FOR RETURN AIR PLENUM CEILING EF - EXHAUST FAN SF - SUPPLY FAN RF - RETURN FAN VF - VENTILATION FAN 24/12 400 400 1400 EG 28/12 SR; 300 NOMENCLATURE FOR SCHEDULED DEVICES (SEE SCHEUDLES M600 SERIES DRAWINGS FOR ADDITIONAL INFORMATION) RPBP (REDUCED PRESSURE BACKFLOW PREVENTER) RPZ (REDUCED PRESSURE ZONE) GREASE WASTEGW I II III I II III DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2015 CSO Architects, Inc. All Rights ReservedDD SETNOT FOR CONSTRUCTIONDA#21047Crossroads Elementary SchoolBrownsburg Community-, Brownsburg, IN 4611209/20/2021 ACB DED DA# 21047 PM001 SYMBOLS, ABBREVIATIONS, & GENERAL NOTES - MECHANICALSchool Corporationand Associates, Inc.Consulting Engineers732 N CAPITOL AVE.INDIANAPOLIS, IN 46206Ph: (317) 634-4672 Fax: (317) 638-8725Email: info@redimond.com