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Home My WebLink AboutA Civil Set (V3)465373732381938384719213371332465238431313131696942133413363212837133242138465373732381938384719213371332465238431313131696942133413363212837133242138PLOT DATE: 7/24/2019 3:33 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/24/2019 EDITED BY: KMOORHEAD DRAWING FILE: \\IndySANP\Projects\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C001.TS.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C001TITLE SHEETCONSTRUCTION PLANSFOR1260 CITY CENTER DRIVEINDIANAPOLIS REHABILITATION HOSPITALCARMEL, INDIANA 46032UTILITY CONTACTSDOCKET NO.: 19040006 DP/ADLSSITE DATA TABLE PLOT DATE: 7/24/2019 3:05 PMPLOT SCALE: 1:2.5849 EDIT DATE: 4/17/2019 EDITED BY: JCRIBELAR DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C002.GN.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C002GENERAL NOTESGENERAL NOTESDEMOLITION NOTESSITE NOTESGRADING NOTESUTILITY NOTESEROSION CONTROL NOTESEXISTING TOPOGRAPHY NOTESEXISTING LEGENDBENCHMARK DATA New Perimeter LegalPart of the West Half of the Northeast Quarter of Section 35, Township 18 North, Range 3 East, being more particularly described as follows:Commencing at the southwest corner of said Northeast Quarter Section; thence North 00 degrees 02 minutes 43 seconds West (bearings arebased on the Indiana Geospatial Coordinate System "InGCS" Hamilton Zone) along the West line of said Quarter a distance of 1460.90 feet tothe southwest corner of the "KIRK" land tract as described in Instrument number 2009069918 as recorded in the Office of the HamiltonCounty Recorder's Office; thence North 88 degrees 45 minutes 22 seconds East parallel with the North line of the said Northeast Quarter andalong the south line of said "KIRK" land tract a distance of 876.34 feet to the northeast corner of the "HEALTH CARE REIT INC" land tractas described in Instrument number 2015045980, being the Point of Beginning; thence continue North 88 degrees 45 minutes 22 seconds Eastparallel with the North line of the said Northeast Quarter and along the south line of said "KIRK" land tract a distance of 451.27 feet to thewest line of Block 3 in the Carmel Science & Technology Park, per said plat as recorded in Plat Book 13 as pages 74-75; thence South 00degrees 00 minutes 46 seconds East along the west line of Block 3 a distance of 469.40 feet to the northeast corner of the "CARMEL REALESTATE HOLDINGS LLC" land tract as described in Instrument number 2014023790; thence South 89 degrees 16 minutes 40 seconds Westalong the north line of said "CARMEL REAL ESTATE HOLDINGS LLC" land tract 444.53 feet to the northwest corner of said land tract;thence North 00 degrees 13 minutes 53 seconds West along the east line of the "GARRISON CITY CENTER LLC" land tract 188.24 feet tothe southeast corner of the aforementioned "HEALTH CARE REIT INC" land tract; thence North 01 degrees 14 minutes 38 seconds Westalong the east line of said land tract 277.04 feet to the Point of Beginning.Containing 4.794 acres, more or less.LEGAL DESCRIPTIONUTILITY CONTACTS PLOT DATE: 7/24/2019 3:05 PMPLOT SCALE: 1:2.5849 EDIT DATE: 6/24/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C003.SPEC.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C003SPECIFICATIONS PLOT DATE: 7/24/2019 3:05 PMPLOT SCALE: 1:2.5849 EDIT DATE: 6/24/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C003.SPEC.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C004SPECIFICATIONSSUMMARY OF LATERAL INSTALLATION REQUIREMENTS1. Only one building may connect to the sewer main per lateral unless otherwise approved by TriCo.2. Foundation drains, sump drains, downspouts and other storm water drains shall never be connected to thesanitary sewer. Site dewatering systems shall never be discharged to the sanitary sewer.3. The existing sewer line from the building to the septic tank may only be reused if it is located under a buildingaddition, patio, porch or paved driveway, and the line passes an air test that is observed by TriCo. Contact TriCo formore information about air testing requirements. The property owner is responsible for testing costs.4.TriCo shall inspect all new laterals or lateral repairs in their entirety. Final connection to the sanitary sewer must beobserved by Trico. The property owner or contractor must notify TriCo prior to backfilling. Inspections must bescheduled at least 24 hours in advance. If an inspection fails and subsequent inspections are required, or if thecontractor is not on site for the scheduled inspection, a $100 fee will be assessed and must be paid prior toscheduling the reinspection.5. Septic system contents or effluent shall never be discharged to the sanitary sewer. Be advised that your countyhealth department regulates septic systems. Upon connection to sanitary sewer, a septic tank must typically beabandoned, pumped clean, and filled completely with earthen material. Contact your county health department formore information on septic system and abandonment requirements, and to notify the department of anyabandonment.6. The following materials are acceptable for use in gravity sewer lateral installation or repair:PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6” diameterPVC pipe, pressure rated: SDR 21, ASTM D2241, 6” diameterPVC restrained joint pipe for directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6” diameterAll gasketed joints shall meet ASTM D3212All fittings shall be SDR26 or betterDuctile iron mechanical joint fittings with proper hardwareSDR 26 gasketed repair sleeves or Indiana Seal shear guardFernco and similar flexible couplings are only acceptable in certain circumstances and shall not be used withoutprior approval from TriCoCleanouts: 6” threaded PVC capsBedding: Use #8 crushed stone or fractured face aggregateThe following materials are acceptable for use in low-pressure sewer lateral installation or repair:HDPE pipe for directional drilling: DR 11 IPS, 1.25” diameter, PE4710Connections shall be made via electrofusion or using polypropylene or stainless steel compression fittingsElectrofusion high volume tapping tee, rated 200 psi, PE47101.25” IPS full port 1/4 turn fusible PE ball valve, rated 200 psiThreaded swing check valve, 316 stainless steel, rated 200 psiContact TriCo for acceptable pump station materials, equipment, pumps and other requirements7. For gravity and low-pressure systems, the line leaving the building shall not exceed 3’ in length before a cleanoutmust be added and the line is transitioned to 6” diameter SDR 35 PVC pipe. Glued joints are not allowed after 3’. Noadditional glued fittings are allowed between the building and the transition/cleanout. For all gravity lines, cleanoutsshall not be spaced more than 100’ apart between the building and the sewer main. See TriCo’s standard drawingsfor more information on cleanout installation.8. Bedding material shall be placed from at least 6 inches below to 12 inches above the pipe surface. The trench shallbe a minimum of 18” wide with at least 6” of clearance on both sides of the pipe. Material shall be placed over thepipe and tracer wire after inspection. Soft, unstable or unsuitable material found below and near the lateral,including any fill or foundation backfill material, must be removed and replaced with #8 stone. The contractor issolely responsible for establishing stable pipe bedding conditions.9. #10-AWG solid copper tracer wire shall be laid on top of and run the entire length of the lateral. All splicing of tracerwire shall use 3M splice kit model DBR/Y-6, King Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TriCoapproved equal.10. Laterals shall be installed at least 20’ from water wells unless PVC pressure grade pipe is used. Any proposedinstallation requiring pressure pipe shall be reviewed by TriCo prior to installation. Where a transition is madebetween SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical couplings must be used.11. Laterals less than 5’ deep shall be at least 24” from the property line. Laterals more than 5’ deep shall be at least 36”from the property line. Where the lateral runs in close proximity to the property line the property corners must beaccurately staked by a professional land surveyor prior to inspection.12. Laterals running parallel to a building or structure shall be at least 36” from the face of a crawl space or slab on gradefoundation and 60” from the face of a basement foundation wall. Spacing requirements also apply with respect tothe ancillary structure’s foundation depth. Ancillary structures (e.g. window wells) and other utilities shall not beplaced over or near the lateral. TriCo may adjust requirements where future access to the lateral may be obstructedby other utilities. The contractor should call to discuss further if he/she believes this could be an issue.13. All infrastructure connected to TriCo’s sewer system may be tested, inspected, or televised at TriCo’s discretion, andmust remain accessible and properly maintained.14. Call 811 or 1-800-382-5544 before you dig. For more information go to www.indiana811.org.If you have any questions or if you want to request an exception to standards and specifications, please contact TriCoduring normal business hours at 317-844-9200 prior to completing the work and scheduling an inspection. Go towww.trico.eco to view standard drawings and specifications.Revised 3/19/2019 PLOT DATE: 7/24/2019 3:06 PMPLOT SCALE: 1:2.5849 EDIT DATE: 6/24/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C003.SPEC.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C005SPECIFICATIONS PLOT DATE: 7/24/2019 3:06 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/15/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C100.XTDP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C100 EXISTING TOPOGRAPHY AND DEMOLITION PLAN EXISTING LEGEND BENCHMARK DATA UTILITY CONTACTS New Perimeter Legal Part of the West Half of the Northeast Quarter of Section 35, Township 18 North, Range 3 East, being more particularly described as follows: Commencing at the southwest corner of said Northeast Quarter Section; thence North 00 degrees 02 minutes 43 seconds West (bearings are based on the Indiana Geospatial Coordinate System "InGCS" Hamilton Zone) along the West line of said Quarter a distance of 1460.90 feet to the southwest corner of the "KIRK" land tract as described in Instrument number 2009069918 as recorded in the Office of the Hamilton County Recorder's Office; thence North 88 degrees 45 minutes 22 seconds East parallel with the North line of the said Northeast Quarter and along the south line of said "KIRK" land tract a distance of 876.34 feet to the northeast corner of the "HEALTH CARE REIT INC" land tract as described in Instrument number 2015045980, being the Point of Beginning; thence continue North 88 degrees 45 minutes 22 seconds East parallel with the North line of the said Northeast Quarter and along the south line of said "KIRK" land tract a distance of 451.27 feet to the west line of Block 3 in the Carmel Science & Technology Park, per said plat as recorded in Plat Book 13 as pages 74-75; thence South 00 degrees 00 minutes 46 seconds East along the west line of Block 3 a distance of 469.40 feet to the northeast corner of the "CARMEL REAL ESTATE HOLDINGS LLC" land tract as described in Instrument number 2014023790; thence South 89 degrees 16 minutes 40 seconds West along the north line of said "CARMEL REAL ESTATE HOLDINGS LLC" land tract 444.53 feet to the northwest corner of said land tract; thence North 00 degrees 13 minutes 53 seconds West along the east line of the "GARRISON CITY CENTER LLC" land tract 188.24 feet to the southeast corner of the aforementioned "HEALTH CARE REIT INC" land tract; thence North 01 degrees 14 minutes 38 seconds West along the east line of said land tract 277.04 feet to the Point of Beginning. Containing 4.794 acres, more or less. LEGAL DESCRIPTION KEYNOTES DEMOLITION LEGEND PLOT DATE: 7/24/2019 3:06 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/22/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C200.SP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 KEYNOTES SITE LEGEND C200 SITE PLAN SITE DATA TABLE EXISTING LEGEND PLOT DATE: 7/24/2019 3:06 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/22/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C200.SP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 KEYNOTES SITE LEGEND C201 SITE PLAN SITE DATA TABLE EXISTING LEGEND ADA PARKING DETAIL ENLARGEMENT PLOT DATE: 7/24/2019 3:06 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/24/2019EDITED BY: KMOORHEADDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C300.GP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C300 GRADING PLAN EXISTING LEGEND GRADING LEGEND BENCHMARK DATA DRAINAGE SUMMARY PLOT DATE: 7/25/2019 6:41 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/24/2019EDITED BY: KMOORHEADDRAWING FILE: \\indysanp\Projects\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C300.GP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C301 GRADING PLAN EXISTING LEGEND GRADING LEGEND BENCHMARK DATA DRAINAGE SUMMARY ADA PARKING DETAIL ENLARGEMENT PLOT DATE: 7/24/2019 3:07 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/15/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C320.STMPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C320 STORM SEWER PLAN AND PROFILE EXISTING LEGEND PLAN & PROFILE LEGEND PLOT DATE: 7/25/2019 6:39 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/15/2019EDITED BY: NHORGANDRAWING FILE: \\indysanp\Projects\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C320.STMPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C321 STORM SEWER PLAN AND PROFILE EXISTING LEGEND PLAN & PROFILE LEGEND PLOT DATE: 7/24/2019 3:07 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/15/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C320.STMPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C322 STORM SEWER PLAN AND PROFILE EXISTING LEGEND PLAN & PROFILE LEGEND PLOT DATE: 7/24/2019 3:07 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/19/2019EDITED BY: KMCCONKEYDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C400.UP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C400 UTILITY PLAN EXISTING LEGEND BENCHMARK DATA KEYNOTES UTILITY LEGEND UTILITY CONTACTS EXISTING LEGEND PLOT DATE: 7/24/2019 3:08 PMPLOT SCALE: 1:2.5849EDIT DATE: 6/24/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C410.UXP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C410 UTILITY EXTENSION - IMPROVEMENTS PLAN BENCHMARK DATA EXISTING TOPOGRAPHY AND DEMOLITION PLAN SITE AND GRADING PLAN UTILITY PLAN DEMOLITION LEGEND DEMOLITION KEYNOTES GRADING LEGEND KEYNOTES UTILITY CONTACTS KEYNOTES UTILITY LEGEND SITE LEGEND PLOT DATE: 7/24/2019 3:08 PMPLOT SCALE: 1:2.5849EDIT DATE: 6/14/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C420.SANPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C420 SANITARY SEWER PLAN AND PROFILE EXISTING LEGEND PLAN & PROFILE LEGEND PLOT DATE: 7/24/2019 3:08 PMPLOT SCALE: 1:2.5849EDIT DATE: 6/14/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C420.SANPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C421 SANITARY SEWER PLAN AND PROFILE EXISTING LEGEND PLAN & PROFILE LEGEND PLOT DATE: 7/24/2019 3:09 PMPLOT SCALE: 1:2.5849EDIT DATE: 7/22/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C500.EP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C500 EROSION CONTROL PLAN EXISTING LEGEND EROSION CONTROL LEGEND PLOT DATE: 7/24/2019 3:09 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C510.SWPPP.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C510STORM WATERPOLLUTIONPREVENTION PLAN··········· ·································································································PLOT DATE: 7/24/2019 3:09 PMPLOT SCALE: 1:2.5849 EDIT DATE: 5/22/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C520.ECD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C520EROSION CONTROLDETAILS ···················································································PLOT DATE: 7/24/2019 3:09 PMPLOT SCALE: 1:2.5849 EDIT DATE: 5/22/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C520.ECD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C521EROSION CONTROLDETAILS PLOT DATE: 7/24/2019 3:09 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C600SITE DETAILS ™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-9 BYP PCS Standard DetailAS-9 PCS STD01/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent Pending5 3/8" [137 mm]5/8" [15 mm]1 3/16" [30 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil1 3/16" [30 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.SoilPlace small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.RiserFrameCover57 5/8" [1463 mm] Min.14 3/8" [366 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill (90%Proctor Density)ConcreteConcrete9 5/8" [244 mm]Gravel BackfillGravel Backfill5 3/8"CoverFrame1" [25 mm] ThickExpansion JointMaterial30" [762 mm]Riser#4 [13 mm] Rebar@ 6" [152 mm]Each Way16 13/16"5/8"3,000 psi [20 MPa](min) ConcreteManhole Frame & Cover DetailFor Traffic Loading AreasNTSIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1-inch [25 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Backfill (90%Proctor Density)57 5/8"InternalBafflesSlide riser over top ringand bolt in 4 placesRiser114"[2896 mm]to128" [3251 mm]Swirl Inlet/OutletGrade (Rim)30" [762 mm]Rim elevations to match finishedgrade.Manhole Frame andCover by Manufacturer.(See Details)VariesVaries68"[1727 mm]STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-APlan ViewOutletAInternal BafflesOctagonal Base PlatePipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Ø108" [Ø2743 mm]5" [127 mm] MH Frame120"[3048 mm]120"[3048 mm]Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System48"[1219 mm] PCS Max***InletA* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.** Orientation may vary from 90°, 180°, or custom angles to meet site conditions.***See Representative for larger pipe diameters available.Note: As an alternative, 42-inch OD, HS-20/25rated precast concrete rings may be substituted.14-inch thickness must be maintained.180°**PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C601SITE DETAILS PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C602SITE DETAILS PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C603SITE DETAILS PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C604SITE DETAILS PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C605SITE DETAILS PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849 EDIT DATE: 7/19/2019 EDITED BY: KMCCONKEY DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg 7260 Shadeland Station | Indianapolis, Indiana 46256TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C606SITE DETAILS 34 LM 7 VA 5 JF 6 TD 5 JF 16 JF 4 PH 3 HP 8 CA 6 FB 11 JF 3 HP 8 VA 4 JF 8 JF 1 QU 31 LM 1 QU 1 QU 16 LM 3 HP 4 VA 8 CA 3 JF 3 HP 4 JF 6 CA 6 FB 5 FB 3 HP 8 CA 6 FB 7 JF 4 TD 5 JF 4 TD 5 JF 4 TD 5 JF 4 TD 5 JF 16 TD 4 TD 4 HP 3 JF 3 HP 3 HP 3 HP 7 TD 4 HP 1 AG 30 LM 42 LM 1 NW 42 LM 1 NW 32 LM 1 NW 30 LM 35 LM 1 NW 32 LM 1 AG 35 LM 31 LM 4 JF 5 JF 7 TD 6 JF 9 TD 6 TD 5 VA 5 PH 1 NW 3 QU 10 CL 17 LM 2 PH 5 HP 5 HP EXISTING WOODS TO BE PRESERVED EXISTING WOODS TO BE PRESERVED AT LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION 25 LM ALL LAND SURROUNDING THE POND EXTENSION IS TO BE SEEDED WITH TURF UP TO NORMAL POOL ELEVATION; SEE SCHEDULE FOR TURF SEED MIX. EXISTING EVERGREEN TREES THAT MUST BE REMOVED DURING CONSTRUCTION, TO BE REPLACED. 5 PH 16 PH 4 JF5 JF 5 PH 5 PH 9 JF 9 PH 5 PH 3 TD 3 JF 5 PH 5 TD 5 TD 5 PH 5 PH 5 TD 4 PH 1 TB 1 TB 1 TB 1 TB 7 TD 7 TD 3 QU 10 CN 5 HP NO CONSTRUCTION TO TAKE PLACE BEYOND (EAST OF) THIS TREE PRESERVATION FENCE. CERTIFIED ARBORIST TO IDENTIFY WHICH TREES ARE TO BE REMOVED TO CREATE A NEW WOOD'S EDGE WHILE RETAINING QUALITY TREE SPECIMENS. 6 CL 5 CL 5 TD 10 CL 5 JF 5 JF 11 CA11 CA 7 TD 1 AG 3 CL 4 TD 3 CL 6 TD 7 VA 2 AG 1 UP 1 UP 1 UP 1 UP 1 UP 34 LM 3 AG 3 PV 3 NW 3 PV 5 LB 3 VA 5 LB 5 VA 5 LB 2 AC 1 AC 5 LF 5 TB 5 LF 2 PV 2 PV 3 PV 1 PV 1 PV 3 VA 1 QU TREES QTY BOTANICAL NAME / COMMON NAME COND.SIZE SPACING NOTES AG 8 Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical AC 3 Amelanchier canadensis / Canadian Serviceberry B & B 8` HT.As shown Clump form, 5-9 stems CN 10 Carpinus caroliniana `Native Flame` / Native Flame Hornbeam B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical LF 10 Liriodendron tulipifera `Fastigiata` / Tulip Tree B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical NW 8 Nyssa sylvatica `Wildfire` / Black Gum B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical PV 15 Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid Pine B & B 12` Ht.As shown QU 10 Quercus macrocarpa `Urban Pinnacle` / Urban Pinnacle Oak B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical TB 9 Tilia americana `Boulevard` / Boulevard Linden B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical UP 5 Ulmus x `Princeton` / Princeton Elm B & B 2.5" Cal.As shown Spring dug, strong central leader, symmetrical SHRUBS QTY BOTANICAL NAME / COMMON NAME COND.SIZE SPACING NOTES CL 37 Clethra alnifolia / Summersweet Clethra CONT.3 GAL; MIN HT. 18"4` O.C. CA 52 Cornus stolonifera `Arctic Fire` / Arctic Fire Dogwood CONT.3 GAL; MIN HT. 18"4` O.C. FB 23 Fothergilla gardenii `Blue Mist` / Blue Mist Fothergilla CONT.3 GAL; MIN HT. 18"36" O.C. HP 47 Hydrangea paniculata `Little Lime` / Little Lime Hydrangea CONT.3 GAL; MIN HT. 18"4` O.C. JF 132 Juniperus chinensis `Sea Green` / Sea Green Juniper CONT.3 GAL; MIN HT. 18"4` O.C. LB 15 Lindera benzoin / Spicebush CONT.3 GAL; MIN HT. 18"5` O.C. TD 125 Taxus x media `Densiformis` / Dense Yew CONT.3 GAL; MIN HT. 18"4` O.C. VA 42 Viburnum dentatum `Autumn Jazz` / Southern Arrowwood CONT.3 GAL; MIN HT. 18"5` O.C. GRASSES QTY BOTANICAL NAME / COMMON NAME COND.SIZE SPACING NOTES PH 75 Pennisetum alopecuroides `Hameln` / Hameln Dwarf Fountain Grass CONT.1 GAL 3` O.C. SHRUB AREAS QTY BOTANICAL NAME / COMMON NAME COND.SIZE SPACING NOTES LM 466 Liriope muscari `Big Blue` / Big Blue Lilyturf CONT.4" Pot 24" O.C.Full in Pot, Healthy PLANT SCHEDULE LAWN SEED- SUN AND PARTIAL SHADE MIX 30,761 sf See general notes for additional lawn seed mixes and installation requirements. Festuca arundinacea / Turf Type Fescue Variety 24,609 sf Poa pratensis / Kentucky Bluegrass 6,152 sf TURF SEED SCHEDULE PLOT DATE: 7/24/2019 3:10 PMPLOT SCALE: 1:2.5849EDIT DATE: 6/14/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C700.LSP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C700 LANDSCAPE PLAN LANDSCAPE LEGEND DECIDUOUS SHADE TREE MULCH BED/ TREE RING (DOUBLE-SHREDDED HARDWOOD BARK MULCH) SHRUBS AND ORNAMENTAL GRASSES SPADE EDGE SEE DETAIL ON SHEET C710 ORDINANCE NOTES BUFFERYARDS NORTH B-3:UR (425 LF) EXISTING USE IS STORAGE/EMPTY FOR COMMERCIAL SITE. SIDE BUFFERYARD A : 5' WIDE YARD, 4 SHADE OR EVERGREEN TREES AND 10 SHRUBS / 100 LF REQUIRED: 425LF /100 LF=4.25 =17 SHADE / EVG. TREES, 40 SHRUBS PROVIDED: EASEMENTS ALONG THE NORTH. REQUIRED PLANTINGS HAVE BEEN PROVIDED ON SOUTH SIDE OF NORTH DRIVE. (17) SHADE / EVERGREEN TREES, (>40) SHRUBS EAST B-3:M-3 (450 LF TOTAL, 230 LF REQUIRES BUFFERYARD B, 220 LF EXISTING WOODS) REAR BUFFERYARD B: 20' WIDE, 5 SHADE OR EVERGREEN TREES, 1 ORNAMENTAL TREES, 10 SHRUBS / 100 LF REQUIRED: 230 LF/100 LF=2.3 =11.5 SHADE / EVG. TREES, 2.3 ORNS., 23 SHRUBS PROVIDED: (12) SHADE / EVG. TREES, (3) ORNAMENTAL TREES, AND (23) SHRUBS. EXISTING WOODS, 30'-50' WIDE TO REMAIN, EXCEEDS BUFFERYARD REQUIREMENTS. CONSTRUCTION IS NOT TO EXTEND EAST OF THE TREE PRESERVATION FENCING NOTED ON PLANS. SOUTH B-3:B-3 (450 LF) SIDE BUFFERYARD A: 5' WIDE, 4 SHADE OR EVERGREEN TREES, 10 SHRUBS / 100 LF REQUIRED: 186 LF/100 LF=1.867.44 SHADE / EVG. TREES, 18.6 SHRUBS PROVIDED: (8) SHADE TREES, (16) SHRUBS AREA ADJACENT TO BUFFERYARD A: 4 SHADE OR EVERGREEN TREES, 20 SHRUBS / 100 LF REQUIRED: 264 LF/100 LF=2.64 =10.56 SHADE / EVG. TREES, 52.8 SHRUBS PROVIDED: (11) SHADE TREES, (56) SHRUBS WEST B-3:B-3 (430 LF) FRONT BUFFERYARD A: 5' WIDE, 4 SHADE OR EVERGREEN TREES, 10 SHRUBS / 100 LF REQUIRED: 430 LF/100=4.3 =17.2 SHADE / EVG TREES, 40.3 SHRUBS PROVIDED: (17) SHADE TREES, (55) SHRUBS + ORNAMENTAL GRASSES STREET TREES NONE REQUIRED. ACCESS ROAD IS NOT A PUBLIC ROAD. FOUNDATION PLANTINGS PLANTING BEDS OF AT LEAST 5' IN WIDTH. PLANTINGS SHALL COVER 75% OF THE PLANTING AREA. SPACING FOR FOUNDATION SHRUBBERY SHALL NOT EXCEED 5' INTERVALS. PARKING LOT PLANTING PERIMETER: NOT REQUIRED ON THIS SITE DUE TO BUFFERYARD TYPES ON EAST AND SOUTH. INTERIOR: NO PARKING SPACE IS TO BE MORE THAN (66) FEET FROM A SHADE TREE. A MINIMUM OF (1) SHADE TREE AND (5) SHRUBS SHALL BE PLANTED FOR EVERY (10) PARKING SPACES PROVIDED. 109 PARKING SPACES REQUIRED: (10.9) TREES, (54.5) SHRUBS PROVIDED: (11) TREES, (63) SHRUBS INNOVATIVE LANDSCAPE DESIGN APPLICATIONS AT LEAST (2) INNOVATIVE AND ENVIRONMENTALLY-FRIENDLY APPLICATIONS ARE REQUIRED AND SHOWN ON THE LANDSCAPE PLAN. 1. CURVILINEAR, ASYMMETRICAL FOUNDATION. 2. 100% OF SHADE TREES ARE NATIVE SPECIES. 1.CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES ASSOCIATED WITH WORK. UTILITIES SHALL BE REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR OPERATING AUTHORITY AT NO ADDITIONAL COST. 2.A MINIMUM OF 3" OF TOPSOIL (2 3 TOPSOIL, 1 3 MULCH AND SOIL CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1". REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO EXISTING SOIL. 3.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 4.ALL PLANTING BEDS SHALL HAVE A 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE-EMERGENT HERBICIDE APPLIED AS PER MANUFACTURER'S RECOMMENDATION, AFTER INSTALLATION IS COMPLETE. 5.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. 6.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8.PLANTINGS SHOULD BE INSTALLED BETWEEN APRIL 1ST AND MAY 31ST, OR BETWEEN SEPTEMBER 1ST AND OCTOBER 31ST TO AVOID UNFAVORABLE WEATHER CONDITIONS. LANDSCAPE AND TURF PLANTED OUTSIDE OF THESE PERIODS WILL REQUIRE ADDITIONAL MEASURES TO MAINTAIN ACCEPTABLE HEALTH. 9.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET C710 - WIRE BASKET MUST BE REMOVED FROM ALL PLANTS. 10.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 11.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 12.ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS. 13.LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY SEED OR SOD WORK. 14.ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. SEED AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE. 15.PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH UNIFORMLY AT A MINIMUM RATE OF 2 TONS PER ACRE TO FORM A CONTINUOUS BLANKET 1 1 2 INCHES IN LOOSE THICKNESS OVER SEEDED AREAS. GENERAL NOTES: TURF EXISTING WOODS TO REMAIN SEE DETAIL ON SHEET C710 TREE PRESERVATION FENCE 4"12"CULTIVATED SOIL UNDISTURBED SOIL NOTE: BREAK THROUGH ANY EXISTING "HARD-PAN" AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. 12" U.N.O. SLOPE 3" MULCH LAYER (SEE GENERAL NOTES) GROUNDCOVER (PER PLAN) PLANTING SOIL MIX (SEE GENERAL NOTES) SPADE EDGE PLANTING PROCEDURE 1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. PLACE SOIL FROM SPADE EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. FINISH GRADE ROW SPACING MULCH (SEE GENERAL NOTES) 2 1 VERTICAL EDGE 4"3" NOTE: SPADE EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS; AND SHALL CREATE SMOOTH & EVEN LINES (AS INDICATED ON THE PLANS) NOTE: SPADE EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREAS (FOR CONTAINMENT) LAWN AREA PLANTING OR MULCHED AREA EXISTING GRADE OR GRADE OF PLANTING AREA EQ 2' MIN.EQ SEE SCHEDULE TYPICAL PARKING LOT TREE TO BE CENTERED IN PLANTING ISLANDS; SEE TREE PLANTING DETAILS, THIS SHEET 2' MIN. ALL SHRUBS AND PERENNIALS ARE TO MAINTAIN A MINIMUM DISTANCE OF 24" FROM ALL CURBS SEE PLANTING DETAILS, THIS SHEET. ALL SHRUBS ARE TO BE PLANTED A MINIMUM DISTANCE OF 24" FROM ALL PARKING LOT CURBING. HARDWOOD BARK MULCH AND SPADE EDGE PER GENERAL NOTES AND DETAILS, THIS SHEET NOTES: 1.ALL AGGREGATE AND COMPACTED STONE IS TO BE REMOVED TO 24" DEPTH BELOW FINISHED GRADE TO ALLOW PROPER PLANTING CONDITIONS. 2.HARDPAN SOIL IS TO BE BROKEN UP TO ALLOW WATER TO DRAIN PROPERLY. 3.ALL PARKING LOT ISLANDS ARE TO MAINTAIN A MINIMUM OF 24" TOPSOIL FILL 4.ALL PLANTINGS ARE TO BE SPACED ACCORDING TO PLANT SCHEDULES AND ARE TO MAINTAIN A MINIMUM OF 24" FROM ALL CURBS. PARKING ISLAND TREES ARE TO BE INSTALLED WITHIN BACK THIRD OF ALL PARKING STALLS FOR IMPROVED VISIBILITY PLOT DATE: 7/24/2019 3:11 PMPLOT SCALE: 1:2.5849EDIT DATE: 6/14/2019EDITED BY: NHORGANDRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C710.LD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION HOSPITAL 1260 CITY CENTER DRIVE CARMEL, INDIANA 46032 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C710 LANDSCAPE DETAILS SHRUB PLANTING DETAIL02 C710 SCALE: NTS PERENNIAL PLANTING DETAIL03 C710 SCALE: NTS SPADE EDGE DETAIL04 C710 SCALE: NTS PARKING LOT PLANTING DETAIL05 C710 SCALE: NTS TREE PLANTING DETAIL01 C710 SCALE: NTS TREE PRESERVATION DETAIL06 C710 SCALE: NTS 51 5151 51 51 51 5151 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 4.0 2.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2121 21 21 21 21 21 21 21 21 21 21 2121 21 21 21 21 21 21 21 21 21 21 51 21 21 21 21 21 21 21 21 21 51 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 01 01 01 01 01 5151 81 81 81 81 81 81 81 81 51 51 8 8 8 8 8 8 8 51 51 515121 2151212121 5151 51 51 51518888885151 5151 81 812121 01888 3.0 3.0 3.0 3.0 21 21 2121 8 8 8 88 8 51 51 5151 L S S S R 21 21 21 21 51 51 51 51 51 51 51 8 8 8 8 8 8 01 01 01 01 01 0101 0101 8 8 888 8 8 8 888 8 8 8 88 8 8 6 6 6 6 6 6 66 6 6 6 6 6 81 81 81 818181 81 81 81 81 81 81 81 81 81 81 1.0 1.01.0 1.01.0 1.0 1.01.01.0 1.01.01.0 1.0 2.0 2.0 2.0 2.0 2.02.0 2.0 2.0 1.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 51 51 51 POC A F C R OP 1" 2 8.27 1" 3 8.42 1" 4 14.4 1" 5 4.64 1" 1 7.74 1" 6 27.81" 7 28.31" 8 27.61" 9 19.0 112" 10 33.7 112" 11 33.8 112" 12 34.21" 13 12.1 1" 14 19.3 1" 15 16.8 1" 16 18.5 1" 17 18.4 1" 18 21.31" 19 21.7 1" 20 12.4 1" 21 21.6 1" 22 27.8 112" 23 32.8 112" 24 31.6 112" 112" 112" 112" 112" 112" 112" 112" 112"112" 112" 112" 112" 112" 112" 4" 4" 4" 4" 112" 4" 4" 4" 4"4" 4" 2" 2" 2"2" 2" 2"2"2" 2" 2" 2"2" 2" 2" 2"2" 2" 2" 2" 2" F OP F OP F OP F OP F OP F OP A A A A F OP A CONTRACTOR SHALL READ SPECIFICATIONS DESCRIBING PRODUCTS AND SELECTED OPTIONS. SYMBOL MANUFACTURER/MODEL QTY RAIN BIRD 1804-SAM-PRS ADJ 26 RAIN BIRD 1804-SAM-PRS HE-VAN SERIES 160 RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES 5 RAIN BIRD 1812-SAM-PRS ADJ 13 RAIN BIRD 1812-SAM-PRS HE-VAN SERIES 58 RAIN BIRD 3504-PC 15 RAIN BIRD 3504-PC 16 RAIN BIRD 5004-PC, FC 1 RAIN BIRD 5004-PC, FC 30 RAIN BIRD 5004-PC, FC 1 RAIN BIRD XCZ-100-PRB-LC DRIP CONTROL ZONE KIT 5 PIPE TRANSITION POINT FROM PVC TO DRIPLINE 9 PIPE TRANSITION POINT FROM PVC FEED LINE TO PVC DRIP ZONE HEADER 3 NETAFIM TLFV-1 DRIP FLUSH VALVE 8 RAIN BIRD ARV050 DRIP AIR-RELIEF VALVE 6 RAIN BIRD OPERIND DRIP OPERATION INDICATOR 8 AREA TO RECEIVE DRIPLINE RAIN BIRD XFCV-06-18 0.6 GPH EMITTERS, 18" EMITTER AND ROW SPACING 6,521 L.F. RAIN BIRD PGA CONTROL VALVE 19 RAIN BIRD 3-RC QUICK COUPLER VALVE 1 MATCO-NORCA 759T07 BRASS BALL VALVE 4 FEBCO 825Y-15 RPZ BACKFLOW PREVENTER'1 RAIN BIRD ESPLXME CONTROLLER 1 RAIN BIRD WR2-RFC WIRELESS RAIN SENSOR 1 POINT OF CONNECTION 1-1/2"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 5,977 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1,795 L.F. PIPE SLEEVE: PVC SCHEDULE 40 490.4 L.F. 4V 6V 18V 4 6 81 08HE-VAN 12HE-VAN 10HE-VAN 15HE-VAN 8 01 21 51 EST CST SSTRCSLCS E L R C S 4V 6V 18V 4 6 81 08HE-VAN 12HE-VAN 10HE-VAN 15HE-VAN 8 01 21 51 1.0 2.0 2.0 3.0 4.0 F A OP C R POC VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT # ##" IRRIGATION SCHEDULE JULY JULY JULY NUMBER TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK 1 AREA FOR DRIPLINE 0.43 in/h 1.09 153 1,184 2 AREA FOR DRIPLINE 0.43 in/h 1.09 153 1,266 3 AREA FOR DRIPLINE 0.43 in/h 1.09 153 1,288 4 AREA FOR DRIPLINE 0.43 in/h 1.09 153 2,205 5 AREA FOR DRIPLINE 0.43 in/h 1.09 153 709.3 6 TURF ROTOR 0.81 in/h 1.54 115 3,195 7 TURF SPRAY 1.41 in/h 1.66 71 2,010 8 TURF SPRAY 1.48 in/h 1.66 68 1,880 9 TURF ROTOR 0.85 in/h 1.54 110 2,090 10 TURF SPRAY 0.80 in/h 1.66 126 4,245 11 TURF SPRAY 0.83 in/h 1.66 121 4,092 12 TURF SPRAY 1.37 in/h 1.66 73 2,496 13 SHRUB SPRAY 1.80 in/h 1.66 56 676.7 14 SHRUB SPRAY 1.45 in/h 1.66 69 1,333 15 SHRUB SPRAY 1.47 in/h 1.66 68 1,144 16 TURF ROTOR 0.83 in/h 1.54 112 2,076 17 TURF ROTOR 1.24 in/h 1.54 75 1,383 18 TURF SPRAY 0.79 in/h 1.66 127 2,707 19 TURF SPRAY 0.86 in/h 1.66 116 2,516 20 TURF ROTOR 0.84 in/h 1.54 110 1,360 21 TURF ROTOR 0.78 in/h 1.54 119 2,574 22 TURF ROTOR 0.82 in/h 1.54 113 3,143 23 TURF SPRAY 0.79 in/h 1.66 126 4,128 24 TURF SPRAY 0.79 in/h 1.66 126 3,982 TOTALS:2,666 53,681 WATERING SCHEDULE Water Source Information: FLOW AVAILABLE Point of Connection Size:1-1/2" PRESSURE AVAILABLE Static Pressure at POC:UNKNOWN DESIGN ANALYSIS Maximum Station Flow:34.19 gpm Critical Station:22 Design Pressure:45.00 psi Friction Loss in Lateral Pipe:1.34 psi Fittings Loss in Lateral Fittings:0.13 psi Loss through Control Valve:6.31 psi Pressure Req. at Control Valve:52.80 psi Friction Loss in Main Line Fittings:0.50 psi Friction Loss in Main Line Pipe:5.03 psi Loss for Backflow:12.15 psi Loss for Water Meter:5.00 psi Static Pressure Required at POC:75.48 psi CRITICAL ANALYSIS PLOT DATE: 7/10/2019 9:22 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/10/2019EDITED BY: JEFFZDRAWING FILE: C:\Users\jeffz\OneDrive - Kenney Machinery Corp\LANDTECH CURRENT FILES\Intuitive Health - Structurepoint\Intuitive Health_irrg.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION INSTITUTE 12325 PENNSYLVANIA ST CARMEL, INDIANA 46033 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C800 IRRIGATION PLAN INDIANAPOLIS REHABILITATION HOSPITAL PLOT DATE: 7/10/2019 9:22 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/10/2019EDITED BY: JEFFZDRAWING FILE: C:\Users\jeffz\OneDrive - Kenney Machinery Corp\LANDTECH CURRENT FILES\Intuitive Health - Structurepoint\Intuitive Health_irrg.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION INSTITUTE 12325 PENNSYLVANIA ST CARMEL, INDIANA 46033 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C801 IRRIGATION DETAILS RAIN BIRD ARV050 AIR-RELIEF VALVE ON DRIP TUBING4 A CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) F END FEED EXAMPLE GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE MAXIMUM LATERAL LENGTH (FEET) DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED F A F A A F F A A F F A F A F F A TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS F A 1 1" LIGHT COMMERCIAL CONTROL ZONE KIT XCZ-100-PRB-LC5 RAIN BIRD 5004 POP-UP SPRINKLER8 TRANSITION FROM PVC TO DRIPLINE2 RAIN BIRD 3504 POP-UP SPRINKLER9 NETAFIM TLFV-1 AUTOMATIC DRIPLINE FLUSH VALVE ® WITH TLSOV DRAIN VALVE3 RAIN BIRD 1804-SAM-PRS POP-UP SPRINKLER6 RAIN BIRD 1812-SAM-PRS POP-UP SPRINKLER7 INDIANAPOLIS REHABILITATION HOSPITAL PLOT DATE: 7/10/2019 9:22 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/10/2019EDITED BY: JEFFZDRAWING FILE: C:\Users\jeffz\OneDrive - Kenney Machinery Corp\LANDTECH CURRENT FILES\Intuitive Health - Structurepoint\Intuitive Health_irrg.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION INSTITUTE 12325 PENNSYLVANIA ST CARMEL, INDIANA 46033 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C802 IRRIGATION DETAILS 1 2 3 4 5 BRASS, THREADED BALL VALVE 6 7 6 FEBCO #825Y RPZ BACKFLOW PREVENTER7 PGA SERIES REMOTE-CONTROL VALVE4 QUICK COUPLER VALVE MODEL 3RC5 WIRELESS RAIN SENSOR (OUTSIDE WALL-MOUNT)3ESP-LXME CONTROLLER IN PLASTIC CABINET1 WIRELESS RAIN SENSOR WIRING - ESP-LX CONTROLLER2 INDIANAPOLIS REHABILITATION HOSPITAL PLOT DATE: 7/10/2019 9:22 AMPLOT SCALE: 1:2.5849EDIT DATE: 7/10/2019EDITED BY: JEFFZDRAWING FILE: C:\Users\jeffz\OneDrive - Kenney Machinery Corp\LANDTECH CURRENT FILES\Intuitive Health - Structurepoint\Intuitive Health_irrg.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO.DESCRIPTION DATE 04/17/2019 DP/ADLS 2018.02759 INDIANAPOLIS REHABILITATION INSTITUTE 12325 PENNSYLVANIA ST CARMEL, INDIANA 46033 WB DEVELOPMENT PARTNERS 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 C803 IRRIGATION SPECIFICATIONS PLANTING IRRIGATION 32 8400 Issued For Bid32 8400 07/10/2019 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A.General. 1.The extents of the landscape irrigation is shown on the drawing. 2.Unless otherwise specified, the plans and specifications are intended to include everything obviously requisite and necessary for the proper installation and completion of the work, whether or not each necessary item is mentioned herein. The plans and specifications are intended to be cooperative and any time called for in one and not the other shall be as binding as if called for in both. 1.2 QUALITY ASSURANCE A.Manufacturing Qualifications. 1.Provide the landscape irrigation system as a complete unit produced by the manufacturers specified for all portions of the work including booster-pump, sprinkler heads and nozzles, drip-tubing, valves, pipe circuits, controllers and rain-sensors. Materials shall be purchased from a local authorized distributor of the specified products. The products specified for this project were specifically selected for this irrigation system. B.Installer Qualifications. 1.Acceptable installers per General Conditions of Specifications. C.Testing. 1.Pressure testing/verification shall be the responsibility of the irrigation contractor. D.Requirements of Regulatory Agencies. 1.System shall comply with the requirements of state and local codes and ordinances. 2.Electrical devices shall carry Underwriters' Laboratory labels. 1.3 REFERENCES A.ASTM D2241 - Polyvinyl chloride plastic pipe. B.ASTM D2564 - Solvent cement for polyvinyl chloride plastic pipe and fittings. 1.4 SUBMITTALS A.As-Builts. 1.Submit 'As-Built' drawings after Substantial Completion. 2.As-Built drawings shall be blackline prints (2 copies), same size as the original drawings; contractor should also provide a PDF file of the As-Built. B.Manufacturer's Data. 1.Submit one combined PDF of manufacturer's specifications and instructions for all materials and products to be used on the project, prior to beginning work. 1.5 GUARANTEE A.The Contractor shall furnish a written warranty to the effect that all materials and work furnished under this section is warranted for at least one year (from date of 'Finish-out'), shall be free from defects and faulty workmanship and that any defective material or work shall be promptly repaired or replaced without additional cost to the Owner. 1.6 PROJECT/SITE CONDITIONS A.Protection. 1.Protect structures, streets, curbs, sidewalks, fences, walls, trees and other existing features from damage. 1.7 SEQUENCING/SCHEDULING A.Irrigation system shall be installed and made operable before any seeding and sodding operations commence in lawn area. Drip-tubing placement in planting beds should follow planting. Coordinate irrigation installation and final head placement (height of sprinklers above grade) with contractors doing sodding and planting. In all affected areas, the ground should be restored to its original grade as existed just before installation began. 1.8 OPERATION AND MAINTENANCE A.Provide instructions covering full operation, care and maintenance of system and controls. Also provide manufacturers' parts catalogs. B.Provide schedule showing length of time each valve is to be open (during May, July and September) to serve as a guide for the owner in establishing an appropriate 'water-window'. PART 2 - PRODUCTS 2.1 MATERIALS A.Automatic Controller. 1.Contractor shall provide and install new controller, as shown on plans (exact location in Mechanical Room to be determined). Model shall be: RainBird #ESP-LXME or Weathermatic SL1600, each with the appropriate number of expansion stations/modules to accommodate the number of zones shown on the plan. 2.Wireless rain-freeze sensor (#WR2-RFC for on-site monitoring) shall work in conjunction with Rainbird's ESP-LXME controller. For the Weathermatic controller, provide and install the wireless #SLW5 which shall work with the Weathermatic SL1600 controller. Sensor shall be installed within 500 feet of the controller. Mount sensor in exposed (to rain & sun) location, without any overhanging obstructions. Consult with Owner's representative to determine location and positioning of unit. Controller needs 120V AC power connection. It is contractor's responsibility to ensure effective communication between rain-freeze (or weather) sensor and controller. B.Controller - Valve Communications. 1.Communication between the controller and the valves shall be accomplished with copper wire with an exterior jacket which is U.L. listed for direct burial and sprinkler control. The contractor shall be responsible for correct wire sizing for distance and voltage loss. Use 18 gauge multi-strand wire for zone wires and #14 gauge for common wire runs. All field connections and splices shall be made in accordance with National Electrical Code® Articles 300.5 (Underground Installations) and 110.14 (Electrical Connections) using only 3M DBY-6 or DBR-6 connectors, which are UL listed under "UL 486D-Direct Burial", for wet or damp locations, 600 volts. C.Valves/Controls. 1.Quick coupling valves. a.Rain Bird #3-RC, or Hunter #HQ-3 (3/4” body with rubber cover) b.Supply appropriate matching key and hose ell. c.All quick coupling valves shall be connected to the mainline by Spears or Lasco 1” triple-elbow swing joints and placed in valve boxes when outside. 2.Automatic valves: The automatic control valves shall be plastic valves operated by low-power solenoid, normally closed, manual flow adjustment, as indicated on plans: 1” Rain Bird #100-PGA, or Hunter PGV-101G (when needed: #150-PGA or PGV-151). 3.Backflow preventer: Febco #825Y-15 provided and installed by Irrigation contractor (shown outside but may be inside Mechanical Room). 4.Master valves: not used on this system. D.Valve Enclosure. 1. Control valves and quick-coupling valves shall be enclosed in a fiberglass valve boxes such as Carson's “Spec Grade” or Rainbird's “VB Series”, or approved equal. Valve boxes are to be filled with a minimum of 6” of washed gravel below pipe level to insure adequate drainage. E.Pipe. 1.Main line piping shall be Class 200 polyvinyl chloride (PVC) solvent-weld (1.5”) pipe as manufactured by Cresline, or other approved equal. Pipe shall carry the N.S.F. seal of approval and meet the following specifications: ASTM D-2241, SDR 21 or latest revisions. Lateral pipes shall be Class 200 PVC, SDR 21, solvent-weld pipe. F.Sleeves. 1.Sleeves shall be twice the nominal size of the pipe to be carried within, unless noted differently. Sleeves for control wire only shall be 1.5” diameter, placed alongside (or above) each sleeve for the mainline. 2.Under paving and where indicated on drawings, install sleeves as follows: 4” and smaller shall be Schedule 40 PVC (ASTM D-1785). Tape ends of sleeves and mark sleeve locations with above grade stakes with appropriate annotation, i.e. “irrigation sleeves”. Stakes shall be protected. Do not backfill over sleeve locations behind back of curbs or along walk edges, until work has been completed. G.Pipe Fittings. 1.For main and all laterals, PVC fittings shall be solvent weld Schedule 40 standard weight. Attachment shall be made with both a primer and a solvent cement, as approved by the manufacturer. H.Sprinkler Heads. 1.Rotors and Spray Heads 1)The spray heads shall be Rain Bird #1804-SAM-PRS and Rain Bird #1812-SAM-PRS, or Hunter #PROS-04-PR30-CV and #PROS-12-PR30-CV with nozzles as shown in Irrigation Schedule. 2)Rotors shall be Rain Bird #5004 and #3504, or Hunter #PGP and #PGJ. (See 'Schedule' to see where located.) I.Sprinkler Risers. 1.Sprinkler heads are to be connected to the laterals by Rainbird SPX Swing-pipe and associated fittings, or 'Funny Pipe' by Irritrol/Toro. J.Drip Irrigation. 1.Continuously self-flushing, pressure-compensating dripline with internal check-valves, specifically manufactured for landscape applications. Drip-tubing shall be 17 mm (outside diameter), shall consist of 5/8” (nominal) low density, linear polyethylene tubing housing internal pressure-compensating, continuously self-flushing, integral drip emitters with check-valves, and shall have insert fittings made by same manufacturer. The emitters should have the ability to independently regulate discharge rates, with an output pressure of between 8-50 psi, at a constant flow. The emitters shall be spaced at 18” and have discharge rates of: 0.61 gallons per hour for planting areas, utilizing a combination turbulent flow/reduced pressure cell mechanism and a diaphragm to maintain uniform discharge rates. The emitters shall continuously clean themselves while in operation. In groundcover and shrub beds, the dripline shall have the 0.60 gph emitters spaced 18” apart, with approximately 18” spacing between rows, providing a precipitation rate of approximately 0.43 inches/hour (applying ¼” of water in 35 minutes). 2.Rain Bird's #XFCV-06-18 or Netafim #TLCV-6-18 (at 18” rows) K.Booster Pump. 1.If pressure is less than 72 psi at point-of-connection before backflow preventer, contractor shall provide and install a Rain Bird #LC750 ¾ hp (or Munro #CP075B) booster-pump package. (For bidding purposes, contractor shall assume that this booster-pump and pump-start relay will be necessary on both systems.) L.Manufacturer/Supplier. 1.The materials chosen for the design of the sprinkler system have been specifically referred to by manufacturer, enabling the Owner to establish the level of quality and performance required by the system design. After award of contract and prior to beginning work, the contractor shall submit for approval a combined PDF set of the complete list of materials to be installed. Landscape architect will review submittals and determine if products are acceptable. M.Acceptable Manufacturers of Whole-good Products. 1.Rain Bird or Hunter sprinklers and valves only 2.Weathermatic or Rain Bird controller and wireless rain-freeze sensor PART 3 - EXECUTION A.WATER SUPPLY 1.Supply to irrigation system shall be from a water supply, as shown on the plans. Backflow preventer will be provided and installed by irrigation contractor. Irrigation contractor's responsibility begins at the intake end of the backflow preventer. B.SYSTEM DESIGN 1.Lay out work as closely as possible to the drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that all offsets and fittings are not necessarily shown as they may exist on site. 2.The Contractor shall be responsible for full and complete coverage of irrigated areas as to spacing and precipitation rates being matched and shall make any necessary adjustments to the system at no additional charge to the Owner. Head spacing as shown on the drawings is predicated on the water pressure being 35-45 psi at the heads. Head spacing shall not exceed 55 percent of manufacturer's stated diameter. Contractor shall verify existing working pressure before commencing work. Revisions to the irrigation system must be submitted to the landscape architect in written form for approval. C.TRENCHING, BACKFILLING AND COMPACTING 1.Pulling, Excavating and Trenching. a.Trenching, backfilling and compacting shall be as per Sitework Specifications - Trenching and Backfilling for utilities. b.If trenching, trenches shall be made wide enough to allow a minimum of 6 inches between parallel pipe lines. If pulling, the same lateral distance shall be observed. 2.Minimum Cover. a.An absolute minimum of 12 inches cover shall be held over laterals. Mains and control wires shall be 18” (minimum) below finished grade, except where crossing roads/walks. Where crossing under roadways, top of sleeves shall be 18” below subgrade, which is grade before crushed-stone is laid for paving bed. 3.Backfill. a.Backfilling and backfill material shall be as per Sitework Specifications. Backfilling shall be done in 6” layers and compacted after each layer, to prevent excessive settling. b.Backfilling of trenches containing plastic pipe shall be done when pipe is cool to avoid excessive contraction in cold weather. Such backfilling can be done in early morning hours or the pipe may be water cooled prior to backfilling procedures. Re-seed trenched or disturbed areas to match adjacent existing turfgrass. c.Where pipe is pulled into the ground, slit-domes shall be compacted to original grade after pulling. Re-seed disturbed areas (slits from pulled pipe) to match adjacent existing turfgrass. 4.Pavements, Walks, Etc. a.Communication wire must be placed in 1.5” sleeves under pavement, drives and walks, etc. b.Sleeves required (including for 'Alternate' areas) shall be furnished and installed by the Irrigation Contractor, unless directed otherwise. D.INSTALLATION 1.General. a.Unless otherwise indicated, comply with requirements of the Local Plumbing Code. b.Install piping, valves, controls and sprinklers in accordance with manufacturer's written instructions. c.Drip-tubing should be installed so that the tubing is pushed down 2-3” into the soil, and stapled every 36”, below the top of soil. Mulch will be placed on top of that. 2.Automatic Controllers. a.Controller shall be wall-mounted in Mechanical Room. Use manufacturer's instructions and template for installation. b.Power to the controllers and control wires shall be in EMT tubing or Schedule 80 PVC conduit. c.Connect remote control valves to controller in a sequence corresponding with station settings, as denoted on the plan. d.Communication circuitry shall be run, wherever possible, along with the mainline. e.A minimum of 24 inches of wire (one 8” diameter loop) shall be left at each valve to provide slack. 3.Piping. a Provide pipe from approved manufacturer. b.Pipe may be assembled and welded on the surface. c.Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with a non-synthetic bristle brush. d.When pipe is pulled into the ground, all PVC pipe shall be solvent welded at least 24 hours before pulling. e.Make all connections between plastic pipe and metal valves or steel pipe with threaded fittings using plastic male adapters. f.Use dielectric fittings at connection where pipes of dissimilar metal are joined. g.Lay pipe on solid subbase, uniformly sloped without humps or depressions. h.Trenches (or pulls) shall be snaked, or the pipe snaked, within the trench to allow for expansion and contraction of pipe. i.At wall penetrations, pack the opening around pipe with non-shrink grout. At exterior face, leave a perimeter slot approximately ½” wide by ¾” deep. Fill this slot with backer rod and an acceptable elastomeric sealant. Repair below grade waterproofing disturbed by this work and make penetration watertight. j.Install PVC pipe in dry weather when temperature is above 40 degrees F in strict accordance with manufacturer's instructions. Allow joints to cure at least 24 hours at temperatures above 40 degrees F before testing, unless otherwise recommended by manufacturer. 4 Sprinkler Heads a.Install heads at proper grade level as per manufacturer's recommendation. b.Use only Teflon tape for sealing heads and riser assemblies when required 5 Closing of Pipes and Flushing Lines. a.Cap or plug openings as soon as lines have been installed to prevent the entrance of materials that would obstruct the pipe. Leave in place until removal is necessary for completion of the installation. Thoroughly flush out water lines and before installing heads, valves, and other hydrants. b.Test in accordance with industry standards and pipe ratings. c.Upon completion of the testing, the Contractor shall complete assembly and adjust sprinkler heads for proper distribution. 6 Grounding. Provide grounding of system components according to manufacturers' recommendations and guidelines. If booster-pump is needed, pump manufacturer provides explicit details on grounding requirements for booster-pumps. Controller manufacturers provide recommended grounding requirements and practices for their controllers. Ensure that controller and booster-pump are grounded according to manufacturers' specifications. Show locations and include details of grounding on shop-drawing submittals prior to installation. E.TESTING 1.Hydrostatic Testing. a.General Requirements: Perform testing in presence of Owner's Representative. Notify Landscape Architect not less than 72 hours before start of testing. b.Procedures of Testing: 1)Center load piping with backfill to prevent arching or slipping under pressure. 2)Apply a continuous and static water pressure of not less than 100 psi after welded plastic joints have cured not less than 24 hours, with the risers capped, as follows: a)Test main lines and sub-mains for 2 hours with minimal pressure drop (5%, or to 95 psi). b)Repair leaks resulting from tests and retest until satisfactory results are obtained. Upon completion of testing, Contractor shall install sprinkler heads and complete assembly. 2.Performance Test. a.General Requirements: Notify Landscape Architect, in writing, when the irrigation system is in place and ready for a performance test. Do not notify Landscape Architect until Irrigation Contractor has thoroughly observed operation of the irrigation system and found it to be satisfactory. Make adjustments and corrections in the system, if necessary, during performance testing. If performance test fails and additional site observations are required by Landscape Architect/ Owners Representative, Irrigation Contractor may be liable to compensate Landscape Architect/ Owners Representative for those additional observations. b.Materials and Labor: Provide all items necessary to conduct the performance test. 3.Operational Testing. a.Perform operational testing after backfill is completed and sprinkler heads are adjusted to final position. b.Demonstrate to the Owner that system meets coverage requirements and that automatic controls function properly. c.Coverage requirements are based on operation of one circuit at a time, unless noted differently. F.TRAINING 1.Personnel Training. a.Contractor shall be responsible for the training of as many personnel as the Owner shall deem necessary. b.Contractor shall be responsible for one closing and one opening of the system during the appropriate times of the year as part of the training of the Owner's personnel. c.Contractor training shall include general trouble-shooting and operation of the system with reference to head, valve and controller operation. G.SPARE PARTS 1.Submit spare parts as pertains to warranted materials, described by manufacturers' warranties. 2.Provide: a.Two extra sprinkler heads and one extra control valve of each size and type. b.One key for quick coupling valves. c.Owners/operational manuals available on controller, heads, valves and pump (if used). H.CLEAN UP 1.Remove debris, resulting from work of this Section, from the site. 2.Re-seed trenched or disturbed areas to match adjacent existing turfgrass. I.ADJUSTMENT 1.After completion of grading, seeding or sodding, if applicable, contractor shall return to the jobsite to perform any final adjustments to the system, which might be deemed necessary. 2.Maintenance shall include, in addition to initial start-up, one winterization and one Spring start-up the following year. Re-set heads twice, as directed, if necessary. END OF SECTION INDIANAPOLIS REHABILITATION HOSPITAL 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.3 0.3 0.5 0.7 0.7 0.6 0.4 0.3 0.3 0.4 0.6 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.8 0.8 0.6 0.4 0.3 0.3 0.5 0.6 0.7 0.7 0.5 0.4 0.3 0.4 0.7 1.3 1.2 0.7 0.4 0.4 0.4 0.5 1.0 1.3 0.8 0.5 0.4 0.3 0.5 0.7 1.1 1.0 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.8 1.2 1.2 0.9 0.6 0.4 0.4 0.5 0.9 1.3 1.0 0.6 0.5 0.6 0.8 1.3 1.9 1.9 1.3 0.8 0.7 0.7 1.0 1.6 1.9 1.4 0.8 0.6 0.6 0.7 1.1 1.6 1.4 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 1.1 1.7 1.6 1.3 0.9 0.6 0.6 0.9 1.5 2.0 1.7 1.2 1.2 1.4 1.7 2.5 3.6 3.6 2.5 2.0 1.9 1.9 2.2 3.2 3.7 2.9 2.0 1.8 1.8 1.8 2.6 3.5 3.1 2.0 1.4 1.1 0.9 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.5 1.4 2.3 2.1 1.7 1.3 1.1 1.4 1.8 2.9 3.8 3.2 2.3 2.1 2.2 2.3 2.7 3.3 3.3 2.7 2.4 2.3 2.3 2.5 3.1 3.4 2.9 2.4 2.2 2.2 2.3 2.8 3.4 3.2 2.3 1.9 1.6 1.3 1.1 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.7 2.2 2.8 2.4 1.9 1.3 1.3 1.6 2.1 2.8 3.4 3.1 2.6 2.5 2.5 2.6 3.0 3.1 3.1 2.9 2.7 2.6 2.6 2.8 3.1 3.0 3.0 2.6 2.5 2.5 2.6 2.8 3.0 2.9 2.6 2.3 2.0 1.8 1.6 1.2 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.5 0.9 3.0 3.2 2.5 2.0 1.5 1.4 1.8 2.4 2.9 3.1 3.2 3.0 2.8 2.7 2.6 2.7 2.8 2.8 2.7 2.5 2.5 2.5 2.6 2.8 2.7 2.6 2.4 2.3 2.4 2.5 2.7 2.7 2.7 2.5 2.2 2.3 2.2 2.0 1.6 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.8 2.3 3.0 2.7 2.1 1.6 1.4 1.6 2.1 2.6 2.8 3.0 3.0 2.8 2.6 2.5 2.4 2.2 2.3 2.4 2.3 2.3 2.3 2.3 2.1 1.9 1.9 1.9 1.8 1.8 1.9 2.0 1.8 1.8 1.9 1.9 2.3 2.5 2.7 2.1 0.9 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 1.8 2.8 2.7 2.2 1.6 1.3 1.4 1.7 1.9 2.2 2.6 3.0 2.9 2.7 2.7 2.6 2.2 2.3 2.5 2.5 2.4 2.5 2.4 2.0 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.4 1.4 1.5 1.7 2.2 2.5 3.0 3.0 1.4 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 1.7 2.7 2.6 2.1 1.5 1.2 1.2 1.4 1.7 2.1 2.5 3.3 3.0 2.7 3.0 2.9 2.4 2.5 2.9 2.6 2.5 2.8 2.8 2.1 1.7 1.5 1.3 1.1 1.0 1.2 1.4 1.3 1.3 1.5 1.7 2.3 2.6 3.1 3.5 1.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 1.7 2.7 2.5 2.1 1.5 1.1 1.1 1.5 1.9 1.8 2.0 3.1 2.7 2.4 3.0 3.0 2.2 2.4 3.1 2.6 2.3 3.0 3.2 2.4 2.2 2.0 1.4 0.9 0.7 0.8 1.6 1.6 1.6 1.7 1.9 2.4 2.8 3.2 2.9 1.3 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 1.7 2.7 2.6 2.1 1.4 0.9 1.0 1.6 2.4 2.3 1.4 2.3 2.5 1.6 0.8 0.5 0.4 1.9 2.2 2.1 2.0 2.2 2.7 3.0 3.2 2.4 0.9 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.7 2.0 2.9 2.6 2.0 1.2 0.8 0.8 1.3 1.9 1.8 0.8 0.4 0.2 0.1 2.2 3.6 3.1 2.5 2.5 2.8 3.0 3.0 2.4 0.8 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 2.9 3.1 2.5 1.9 1.1 0.5 2.8 4.7 4.1 3.1 2.7 2.8 3.0 3.0 2.4 0.8 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.8 2.6 3.0 2.4 1.8 1.0 0.4 0.2 0.6 3.2 4.7 4.3 3.2 2.7 2.9 3.0 3.1 2.3 0.8 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.6 1.7 2.6 2.4 1.8 1.0 0.5 0.1 0.4 1.0 2.0 3.3 4.0 4.3 4.0 3.1 2.6 2.9 3.1 3.3 2.7 1.1 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.5 1.3 2.3 2.2 1.8 1.1 0.6 0.5 1.0 1.4 2.0 2.7 3.2 3.4 3.1 2.5 2.4 2.8 3.0 3.4 3.6 1.5 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.3 0.6 0.6 0.6 1.5 2.4 2.2 1.8 1.2 0.7 0.5 0.9 1.2 1.6 1.9 2.1 2.1 2.1 2.0 2.2 2.7 3.0 3.3 3.1 1.3 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.8 0.8 1.0 2.0 2.5 2.4 2.0 1.4 0.9 0.3 0.5 1.3 1.5 1.5 1.5 1.6 1.7 2.0 2.6 3.0 3.2 2.4 0.9 0.4 0.4 0.2 0.1 0.1 0.1 0.2 0.6 1.0 1.4 2.2 2.9 2.8 2.7 2.1 1.4 1.0 1.0 1.3 1.2 1.2 1.4 1.5 1.9 2.4 2.8 2.9 2.2 0.7 0.4 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.6 3.6 3.6 3.1 3.0 2.2 1.5 1.0 2.4 3.1 2.2 1.7 1.4 1.3 1.3 1.4 1.5 1.9 2.3 2.8 2.9 2.2 0.7 0.4 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.6 1.7 3.2 3.3 3.2 2.9 2.0 1.3 0.8 2.2 2.9 2.4 2.0 1.7 1.5 1.6 1.6 1.7 2.0 2.5 2.8 2.9 2.2 0.7 0.4 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.5 1.5 2.2 2.8 3.2 2.5 1.7 1.1 0.7 1.7 2.3 2.3 2.2 2.2 2.2 2.1 2.0 1.9 2.1 2.6 3.0 3.2 2.4 0.9 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.6 1.3 1.8 2.6 2.8 2.3 1.6 1.0 0.5 1.3 1.8 2.1 2.6 3.2 3.4 3.3 2.7 2.2 2.3 2.7 2.9 3.3 3.2 1.2 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.7 1.1 1.5 2.3 2.5 2.2 1.6 1.0 0.5 1.0 1.5 2.1 3.0 3.9 4.0 4.0 3.5 2.6 2.4 2.7 2.9 3.3 3.4 1.3 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.1 2.0 2.5 2.2 1.7 1.0 0.5 0.2 0.3 0.6 0.9 0.8 0.8 1.4 2.0 3.1 4.0 3.9 4.0 3.7 2.7 2.4 2.7 3.0 3.2 2.5 0.9 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.9 1.9 2.7 2.4 1.9 1.1 0.4 0.3 0.6 1.2 1.8 2.1 0.9 1.5 2.1 3.0 4.0 4.1 4.2 3.6 2.8 2.6 2.9 3.0 3.0 2.1 0.7 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.9 2.3 2.9 2.5 1.9 1.0 0.4 0.5 0.8 1.4 2.1 2.5 1.0 1.6 2.1 2.7 3.4 3.6 3.6 3.1 2.7 2.8 3.0 3.1 2.9 2.1 0.6 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.1 3.1 3.2 2.5 1.8 1.0 0.4 0.8 1.0 1.3 1.5 1.5 1.1 1.6 2.1 2.6 2.8 2.8 2.9 2.8 2.7 2.8 3.1 3.1 3.0 2.0 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.9 2.6 3.1 2.6 1.9 1.0 1.7 1.4 1.2 0.9 0.7 1.1 1.6 2.1 2.6 2.8 2.7 2.8 2.8 2.7 2.8 3.1 3.3 3.2 2.0 0.6 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.7 1.9 2.9 2.6 2.0 1.1 2.8 1.9 1.3 0.8 0.5 1.0 1.6 2.0 2.6 3.1 3.2 3.2 2.9 2.6 2.7 3.0 3.2 3.3 2.5 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.5 1.9 2.6 2.4 1.9 1.1 2.4 1.7 1.3 0.8 0.5 1.0 1.5 2.1 2.9 3.8 4.1 4.0 3.4 2.7 2.6 2.8 3.0 3.4 3.2 1.0 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.5 2.0 2.7 2.4 1.8 1.1 1.3 1.2 1.3 1.2 1.0 0.8 1.3 2.0 3.1 4.0 4.0 4.1 3.6 2.7 2.4 2.6 2.8 2.9 2.3 0.8 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.6 2.0 2.7 2.5 1.8 1.0 0.7 1.0 1.5 1.9 2.0 0.8 1.3 1.9 3.0 3.9 3.9 4.0 3.6 2.6 2.3 2.5 2.5 2.5 1.5 0.5 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.9 2.3 3.0 2.5 1.8 0.9 0.6 0.9 1.5 2.2 2.4 0.9 1.3 1.9 2.6 3.5 3.8 3.7 3.1 2.4 2.2 2.2 2.1 1.9 1.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 1.3 3.2 3.0 2.4 1.7 0.9 0.9 1.0 1.3 1.5 1.4 0.9 1.3 1.7 2.1 2.6 2.7 2.6 2.3 1.9 1.8 1.7 1.6 1.5 0.9 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 1.3 3.3 3.0 2.4 1.7 0.9 1.6 1.4 1.1 0.9 0.7 0.8 1.2 1.6 1.9 2.1 2.0 2.0 1.8 1.5 1.4 1.3 1.2 1.0 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 1.0 2.4 3.0 2.5 1.8 0.9 2.6 1.7 1.1 0.6 0.3 0.8 1.1 1.5 1.9 2.1 2.0 1.9 1.5 1.2 1.0 0.9 0.8 0.6 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.7 2.1 2.8 2.5 1.9 1.1 2.2 1.5 0.9 0.5 0.3 0.7 1.0 1.4 1.9 2.2 2.1 1.9 1.3 0.9 0.8 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.7 2.2 2.7 2.4 1.8 1.2 1.3 1.0 0.8 0.6 0.5 0.8 1.3 2.5 2.8 1.7 0.7 0.5 0.7 1.0 1.5 2.0 2.5 2.4 2.2 1.5 0.8 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.7 2.2 2.8 2.5 2.0 1.3 0.9 1.0 1.6 2.8 2.9 1.9 1.2 0.9 1.0 0.8 0.7 0.7 0.8 1.0 1.4 2.1 2.3 1.6 0.9 0.7 0.8 1.0 1.5 2.2 2.9 2.9 3.1 2.1 1.1 0.8 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.9 2.3 3.1 2.7 2.1 1.5 1.2 1.2 1.6 2.3 2.4 1.9 1.5 1.2 1.1 1.0 0.9 1.0 1.1 1.3 1.6 1.9 1.9 1.5 1.1 1.0 1.0 1.1 1.4 2.2 2.9 3.1 3.8 2.7 1.5 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 1.3 2.9 3.1 2.6 2.2 1.7 1.6 1.7 1.8 2.2 2.3 2.1 1.8 1.6 1.6 1.4 1.4 1.5 1.6 1.6 1.7 1.8 1.7 1.5 1.4 1.3 1.3 1.3 1.6 2.2 2.8 2.8 3.0 2.0 1.0 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.6 3.5 3.0 2.6 2.3 2.0 2.0 2.3 2.4 2.6 2.5 2.3 2.2 2.1 2.3 2.2 2.2 2.2 2.1 2.1 2.1 2.2 2.2 2.0 2.0 1.8 1.6 1.6 1.6 1.9 2.3 2.2 1.9 1.2 0.5 0.4 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.4 1.1 2.6 2.8 2.5 2.4 2.2 2.4 2.8 3.0 3.1 2.8 2.6 2.6 2.5 2.8 3.0 3.0 2.9 2.6 2.5 2.5 2.6 2.9 2.9 2.8 2.4 1.9 1.6 1.5 1.5 1.7 1.6 1.4 0.8 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.7 1.8 2.5 2.3 2.2 2.0 2.2 2.7 3.2 3.0 2.6 2.4 2.3 2.4 2.7 3.1 3.1 2.7 2.4 2.4 2.4 2.6 2.9 3.1 2.8 2.3 1.9 1.5 1.2 1.1 1.1 1.0 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.4 1.7 1.8 1.8 1.8 2.0 2.9 3.8 3.4 2.4 2.1 2.1 2.1 2.5 3.5 3.7 2.7 2.1 2.1 2.1 2.3 3.1 3.7 3.0 2.0 1.6 1.2 0.9 0.7 0.6 0.5 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 1.0 1.3 1.2 1.1 1.0 1.1 1.7 2.4 2.1 1.3 1.0 1.0 1.1 1.6 2.4 2.5 1.8 1.2 1.2 1.3 1.6 2.4 3.1 2.4 1.5 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.6 0.8 0.7 0.6 0.5 0.6 0.9 1.4 1.1 0.6 0.4 0.4 0.5 0.7 1.2 1.4 0.8 0.5 0.4 0.4 0.6 1.1 1.5 1.1 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.5 0.4 0.4 0.5 0.7 0.8 0.8 0.5 0.4 0.3 0.4 0.6 0.8 0.8 0.6 0.4 0.3 0.3 0.5 0.8 1.0 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WA MH: 20 WA MH: 20 WA MH: 20 SB2 MH: 20 SB2 MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SB2 MH: 20 WA MH: 20 WA MH: 20 WA MH: 20 Luminaire Schedule Symbol Type Qty Manufacturer / Catalog Number Total Lumen Output Total Input Watts Ballast Factor Light Lost Factor User Defined Factor SA 9 LITHONIA_DSX1 LED P3 40K T3M VOLTAGE MOUNTING FINISH 12214 102 1.000 0.808 1.000 SB2 3 LITHONIA_DSX1 LED P3 40K T5M VOLTAGE MOUNTING FINISH DM28AS 26106 204 1.000 0.808 1.000 SC 9 LITHONIA_DSX1 LED P5 40K TFTM VOLTAGE MOUNTING FINISH 15828 138 1.000 0.808 1.000 WA 13 LITHONIA_WST P2 40K VF VOLTAGE MOUNTING FINISH 3470 25 1.000 0.808 1.000 Calculation Summary Calculation Grid Location Calc. Height (Ft.)Units Avg Max Min Avg/Min GRADE_Planar 0 Fc 1.20 4.7 0.0 N.A. PARKING LOT & DRIVEWAY Fc 2.40 4.3 0.7 3.43 REHAB HOSPITAL DELIVERY ENTRANCE NEW SI D EWA L K 1700 Pacific Ave Consulting Engineers SW ASSOCIATES www.SWAengineers.com Dallas, TX 75201 Tel: 214.397.0211 PROJECT # Suite 2100 SHEET NUMBER TITLE APPROVED CHECKED DRAWN JOB NUMBER ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER 19286 4/16/2019 1:19:25 PMC:\Users\lauralrose\Documents\ELECT-DublinReunion-Rehab_laural.rose.rvtE0-101P SITE PLAN -CARMEL -PHOTOMETRICS Checker Author 147387.000 Approver INDIANAPOLIS REUNION RE, LLC Owner STANTEC E.P. FERRIS & ASSOCIATES 880 KING AVE. COLUMBUS, OH 43212 5717 LEGACY DRIVE, SUITE 250 PLANO, TX 75024-4246 SW ASSOCIATES 1700 PACIFIC AVE, SUITE 2100 DALLAS, TX 75201 BOSMA DESIGN SOLUTIONS, INC. 2201 LONG PRAIRIE RD. SUITE 107-727 FLOWER MOUND, TX 75022 ROBINS & MORTON 400 SHADES CREEK PARKWAY BIRMINGHAM, AL 35209 DUBLIN REUNION RE, LLC FARIS PLANNING & DESIGN, LLC 243 NORTH 5TH ST. SUITE 401 COLUMBUS, OH 43215 DUBLIN REUNION RE, LLC 2911 TURTLE CREEK BOULEVARD, SUITE 1100 DALLAS, TX 75216 2218 BRYAN STREET, SUITE 200 DALLAS, TX 75201 t 214.283.8700 www.perkinswill.com 04/16/19 1" = 30'-0"1 SITE PLAN - CARMEL - PHOTOMETRICS MARK ISSUE DATE