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HomeMy WebLinkAboutL121 Irrigation Plan - 1391-L121INJ10 MON LD LD LD E GM IPn MB MON MON MON MON MON MON MON MON MON W WW W W W W W W W W W T H H H H H H H H H CC-TR C WV WV WV WV (gas pumps)(1-sty block gas station)(concrete border)T conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. con c. conc.grassgrassgrassgrassgrassgrassgrassgrassgrass grassgrassgrassgrassgrassgrassgrass grassgrassgrasswoodswoodsasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphalt asphaltasphaltasphaltplanterplanterplanterplanter(TBM#50)TW - 823.75 BW - 821.51 TW - 823.19 BW - 821.79 TW - ? BW - 821.79 TS - 821.79 BS - 821.29 819.23 819.73820.23820.69821.13 POC 4" slv 2" slv 2" slv 4" slv2" slv4" slv2" slv4" slv2" slv4" slv 2" slv 2" slv 4" slv 2" slv2" slv4" slv 2" slv 2" slv 2" slv 2" slv 2" slv 2" slv 2" slv4" slv Proposed Building A Proposed Retail Proposed Building D Proposed Building B 116th St.Rangeline Rd.Proposed GarageProposed Building BInterurban TrailClient: The Corner Carmel, IN Seal LRK Project Number: 00.18066.00 Project Name: 116th Street & Rangeline Carmel, IN Drawing Name: Drawn By: Checked By: © 2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not sacle drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. Issues and Revisions Date Issued / Revised 06.16.21 Permit Set ɑ LM APP 5825 Lawton Loop East Drive | Indianapolis, IN 46216 317-485-6900 | www.context-design.com 0 Scale 1" = 30'-0" 60' 30'15' North L121 CONCEPT IRRIGATION PLAN ALL PLANTS SHALL BE INSTALLED PER THE CARMEL STANDARD DETAILS FOUND ON L510. REFER TO SHEET L510 existing trees to remain IRRIGATION NOTES IRRIGATION LEGEND Lawn Areas to receive spray and rotor irrigaiton Planting Beds to receive spray irrigation Irrigation Main Line Irrigation Sleeve 1. The Irrigation Contractor shall provide head layout for all areas to be irrigated. Verify water pressure to ensure zones will receive adequate pressure for all heads and rotors. 2. It is the responsibility of the irrigation contractor to be familiar with all grades difference, locations of walls, structures and utilities and make the necessary adjustments to accommodate the irrigation system as designed. 3. The irrigation contractor shall verify water pressures prior to design and construction. Report differences between requirements and actual readings to the Owner's authorized representative. A booster pump may be necessary if the required pressure is not available. Additional costs shall be submitted to the Owner as a change order. Verify exact point of connection location in the field with the Owner's representative. The flow demand for individual mainlines shall not exceed the following guidelines.1.25" Class 160=18-28gpm 4. The Owner shall provide 120V-AC power source at the controller location. The irrigation contractor shall make the final connection from the electrical source to the controller. 5. A rain sensor shall be installed in the vicinity of the controller. Coordinate mounting location with the Owner. 6. Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. 7. Final location of the backflow preventer and the automatic controller shall be approved by the Owner's representative per local codes. 8. A quick coupling valve shall be located at the irrigation water supply point of connection to provide for a point of injection of compressed air to purge the system of retained water for winterization. 9. Pipe size shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions for larger sizes may be approved. Minimum pipe shall be 1". 10. All pipe and communication wire under hard surfaces shall be placed in separate sleeving. All wire shall run, whenever possible with the mainline. 11. All lateral zones shall be connected to the mainline with PVC pipe and sized as follows: 12. 1" Class 200=0-17gpm 13. All sprinkler heads shall be set perpendicular and flush to finish grade and with a clearance of 2" (min.) from the edge of any hardscape unless otherwise specified. 14. Check valves shall be installed on all irrigation heads in areas where finish grade exceeds 4:1, where post valve shutoff draining of the irrigation head occurs or as directed by the Owner's representative. 15. All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum over spray on hardscapes or buildings. 16. Provide pressure compensating screens and/or 1nozzles to reduce or eliminate over spray onto walks, streets, or other areas directed by the Owner's authorized representative. 17. All irrigation equipment shall be installed as per manufacturer's recommendations and specifications. 18. Refer to the specifications for additional detailed information. CONTRACTOR TO PROVIDE DETAILED DESIGN DRAWINGS SHOWING ALL EQUIPMENT NEEDED FOR AN COMPLETE UNDERGROUND IRRIGATION SYSTEM, INCLUDING LATERAL LINES, SPRAY HEADS FOR LAWN AND SHRUB BED IRRIGATION, BACK FLOW PREVENTER 11/15/21