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Planting Schedule Qty. Trees Symbol Common Name Botanical Name Size/Caliper Spacing Comments ABM QL NCM SP-C Autumn Blaze Maple Laurel Oak Natchez Crape Myrtle Sabal Palm Acer rubrum 'Jeffersred' Quercus laurifolia Lagerstroemia indica 'Natchez' Sabal palmetto 3" CAL. / 12-14' HT 12-14' HT / 3" CAL. 10-12' HT 16-18' HT-TRUNK AS SHOWN AS SHOWN AS SHOWN AS SHOWN CONT, MULTI-STEM CLEAR TRUNK 28 12 DY NF Dwarf Yaupon Holly Firepower Nandina Ilex vomitoria 'Nana' Nandina domestica 'Firepower' 3 GALLON 3 GALLON 4' O.C. 3' O.C. 51 92 6 LIG RL ICS Japanese Ligustrum Ruby Loropetalum Sky Pencil Holly Ligustrum japonicum Loropetalum chinense rubrum 'Ruby' Ilex Crenata 'Sky Pencil' 15 GALLON 7 GALLON 3 GALLON 6' O.C. 5' O.C. 2' O.C. 17 3 10 8 Shrubs Existing Shrubs To Remain 35-LIR 30-LIR 8-LIR 30-LIR Existing Shrubs To Remain 72 SF-SOD 12-ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR Groundcovers RL 7G RL 7G RL 7G ViburnumViburnum Viburnum RL 7G Viburnum Viburnum Viburnum Viburnum LIG RL 7G ASJ CIP CNJ Asian Star Jasmine Cast Iron Plant Confederate Jasmine Trachelospernum asiaticum Aspidistra elatior Trachelospernum jasminoides 1 GALLON 1 GALLON 1 GALLON 2‘ O.C. 30" O.C. 1‘ O.C. 1051 LIR Liriope Liriope muscari 'Big Blue' 1 GALLON 18" O.C. SOD Bermuda Grass Cynodon dactylon 'Tifway II' SF HW-M Triple Shredded Triple Hammered Hardwood LIR 7G LIG ICS ICS 7G ASJ ASJ3G 3G ASJ ASJICS 3G 3-RL 3-ICS 8-LIR 2-RL LIG 7G LIG Turf Grass 1437 SF-SOD 7G LIG Existing Tree To Remain 516 86 62 LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJASJ ASJ ASJ LIR 13,147 7G RL Mulch 7G LIG RL 7G 7G RL RL LIG 12-LIG 13-RL 7G 272 SF-SOD Existing Tree To Remain 7G LIG 7G 7G RL 10,124 7G RL LIG 7G SF 3" Depth See Planting Details & Specifications For Proper Method Of Installing Plant Material. A Copy Of The Planting Details & Specifications Will Be Provided By The Landscape Architect If Not A Part Of This Plan Set. LIG 7G Burgundy Foliage, Max. Height 5' 7G RL 7G LIG 3-LIR RL RL 7G LIR 44-LIR LIR LIR 7-DY LIR LIR LIR LIR LIR LIR LIR LIR LIR DY QL LIR LIR 53-ASJ LIR LIR 7G LIR LIR DY LIR DY 3G LIR LIR LIR LIR LIR LIR 3G LIR LIR LIR LIR LIR LIR LIR 13-LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 1G ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR SP-C 16-18 ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR ASJ SP-C 16-18 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR CIP CIP SP-C 16-18 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR CIP CIP 1G CIP CIP 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G LIR ABM ABM ABM ABM ABM ABM ABM ABM 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 618 chestnut road, suite 205 myrtle beach, s.c. 29572 7G phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com 12-LIG 7-LIG 3-LIG LIG 7G 7G 7G LIG LIG 7G LIG LIG 7G LIG 7G LIG 7G LIG 7G 7G LIG 7G LIG 7G LIG LIG 7G LIG 7G LIG 7G 7G LIG LIG 7G LIG 7G LIG 7G LIG LIG 7G 7G GAS 7G RL LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G 1G RL 5-LIG 6-CIP 15-LIR 6-CIP 1G LIR LIR 7G LIR LIR RL LIR 7G LIR LIR 8-RL LIR RL 7G LIR LIR LIR 7G 82-LIR 1G 908 SF-SOD LIR RL CIP CIP 1G LIR LIR 1G LIR LIR 7G CIP CIP LIR THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. LIR LIR 7G LIG 7G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIG TRANS 7G 7G 4-SP LIG LIG 1G 1G 1G architecture interiors construction management LIR LIR LIG CIP CIP 1G LIR 3G LIR 7G 4-CIP 12-LIR 6-CIP 1G 1G CIP CIP ASJ LIR LIR CIP CIP 1G 1G LIR 1G LIR 1G 1G CIP CIP 1G LIR LIG CIP CIP 1G CIP CIP LIR 7G 1G 1G LIR 3G LIR LIR RL LIR 7G ASJ ASJ ASJ ASJ ASJ ASJ LIR 1G ARCHITECTS, L.L.C. LIR DY LIR CIP CIP 1G 1G LIR Wallace LIR LIR 1G 1G CIP CIP 6-CIP 15-LIR 6-CIP LIG LIR CIP CIP SP-C 16-18 1G 1G 530 SF-SOD LIR LIR LIR 1G CIP CIP 1G 4-DY LIR CIP CIP 1G 1G LIR 19-LIR LIR LIG LIR NCM LIR CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 1G 1G 1G LIR LIR 4633 SF-SOD 8-ABM LIR LIR LIR LIR LIR LIR CIP CIP CIP CIP 1G ASJ ASJ ASJ ASJ ASJ ASJ LIR 7G LIR LIR LIR CIP CIP ASJ ASJ ASJ ASJ LIR LIG LIR LIR LIR 1G 1G ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ LIR 3G 86-LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR CIP CIP 4-CIP 12-LIR 6-CIP ASJ ASJ ASJ 604 SF-SOD ASJ ASJ ASJ LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR ASJ LIR DY LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR DY 7G LIR LIR LIR LIR 1G LIR LIR LIR LIR LIG LIR NCM LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR 3G LIR 3G LIR LIR ASJ ASJ ASJ LIR DY LIR LIR LIR ASJ ASJ ASJ LIR LIR DY 3G LIR LIR + LIR LIR DY LIR LIR LIR LIR LIR ASJ ASJ ASJ 3G LIR 2-NCM RL LIR 3G LIR LIR LIR LIR 3G LIR LIR LIR RL LIR LIR DY LIR LIR LIR LIR LIR LIR LIR DY 3G 7G 3G LIR LIR LIR LIR DY LIR LIR 3G DY LIR LIR LIR DY DY LIR LIR 12'-14' HT /3"3G C LIR LIR LIR DY DY 3G LIR LIR LIR LIR LIR NCM 3G 7G LIR LIR LIR DY RL LIR LIR LIR 3G LIR DY 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR 46-LIR LIR 7G LIR LIR 193-ASJ LIG 1-NCM 8-DY 7G 1-QL Mozingo 7G RL 7G LIR LIR 1-NCM ASJ ASJ ASJ LIR RL LIR 7G LIR LIR RL LIR 7G LIR LIR LIR LIR 7G 3-NF NF 3G LIR LIR LIR NCM NF 3G LIR NF 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR Existing Trees To Remain (Typ) LIR LIR LIR CNJ 1-CNJ CNJ LIR LIR LIR LIR 1-CNJ 1-NCM ASJ ASJ ASJ CIP CIP 1G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 604 SF-SOD 1G 6-CIP 15-LIR 6-CIP 15-LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 1G 1G 1G LIR LIR LIR LIR LIR LIR LIR LIR 3-NF 1G LIR 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR SP-C 16-18 LIR LIR CIP CIP 1G 1G 1G CIP CIP CIP CIP CIP CIP CIP CIP 1G 1G 1G 1G 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G 1G 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ SP-C 16-18 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G 53-ASJ 1G LIR LIR LIR CIP CIP 1G SP-C 16-18 1G CIP CIP CIP CIP CIP CIP 1G 1G 1G 1G LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR NCM LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ DY LIR DY 3G LIR 3G 3G 3G DY DY LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 3G 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1-NCM LIR LIR 4-LIG NCM LIR LIR LIR LIR LIR LIR LIR LIR LIR CNJ LIR LIR LIR RL 5-LIG LIR 7G LIR LIR RL CNJ CNJ CNJ CNJ CNJ CNJ CNJ LIR LIR LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G ABM ABM 12-14' HT / 3" Cal 12-14' HT / 3" Cal LIR LIR LIR LIR 1118 SF-SOD LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR CNJ CNJ LIR LIR LIR LIR 12-CNJ 16-LIR CNJ LIR LIR CNJ LIR LIR LIR LIR LIR LIR LIR LIR CNJ LIR LIR CNJ LIR LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR CNJ LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR LIR LIR LIR LIR LIR RL 7G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR NCM LIR LIR NF RL 3G NF 7G 3G NF 3G 3-NF 1-CNJ LIR LIR LIR LIR LIR LIR RL LIR 7G 7G 7G 3-RL RL 7G RL 7G LIR LIR LIR RL RL RL 7G NF 3G NF 3G NF 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR RL 7G RL LIR 161 SF-SOD 318 SF-SOD 52-LIR LIR LIR LIR 7G 7G 444 SF-SOD LIR RL RL 1-ABM LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1-ABM LIR LIR LIR LIR 12-CNJ 16-LIR LIR LIR LIR LIR LIR LIR 12-CNJ 16-LIR LIR LIR LIR LIR LIR LIR 7G LIR LIR LIR 1-CNJ RL 12-CNJ 16-LIR LIR LIR LIR 7G 7G ABM 27-LIR 3-RL 12-14' HT / 3" Cal 7G RL 7G RL 7G RL Existing Tree To Remain LIR 7G LIR RL LIR LIR 314 SF-SOD LIR LIR 4-RL LIR LIR LIR LIR RL LIR LIR LIR LIR 7G LIR LIR LIR LIR RL LIR 12'-14' HT /3" C LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR QL LIR LIR LIR LIR LIR NCM LIR LIR LIR NCM LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR DY DY LIR 6-DY 51-LIR 1-QL LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 2-NCM 86-LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 1G LIR RL LIR 1G 1G LIR LIR 7G LIR 6-CIP LIR 1G LIR RL LIR LIR CIP CIP CIP CIP 1G LIR 7G 6-CIP 15-LIR CIP CIP LIR 12-CNJ 7-GLIR 1-NCM 8-GLIR 10-GLIR 1-NCM 1G 1G LIR RL 8-RL LIR 1G LIR 7G LIR CIP CIP CIP CIP LIR RL 7G 6-CIP 15-LIR 6-CIP 12-LIR CIP CIP 1G 1G 15-LIR 6-CIP ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 193-ASJ LIR LIR 7G CIP CIP 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ 1G 1G ASJ ASJ ASJ ASJ ASJ ASJ 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ ASJ SP-C 16-18 CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR RL 77-LIR CIP CIP 1G LIR LIR ASJ ASJ LIR LIR LIR LIR ASJ ASJ LIR LIR ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ LIR ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ LIR LIR LIR 7G LIR LIR LIR NF 3G NF 3G NCM RL NF 3G HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL RL 13-RL 3-ICS Existing Tree To Remain (Typ) RL LIR LIR LIR QL LIR LIR LIR LIR DY DY 3G LIR LIR LIR 12'-14' HT /3" C DY 3G LIR LIR ICS ICS LIR LIR ASJASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR RL ASJ ASJICS 3G LIR ASJ ASJ ASJ ASJ LIR ASJ ASJ3G 3G LIR LIR LIR LIR LIR 7G RL 7G LIR LIR LIR RL 39-RL LIR LIR ABM 12-14' HT / 3" Cal 7G 1-QL 20-LIR LIR 7G RL 26-LIR LIR RL 7G 12-ASJ LIR 7G 21-RL 7G LIR LIR 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G RL 7G ABM ABM ABM ABM 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal RL 7G RL 7G RL 7G RL 7G RL 7G O.S.E. JOB # H59-N853-MJ RL 7G ABM 12-14' HT / 3" Cal sheet title 3G LIR LIR LIR PLANTING PLAN date JUNE 11, 2014 3-DY 277 SF-SOD 950 SF-SOD 1735 SF-SOD revision 7-ABM 0 10 20 30 40 date 60 sheet no. North Scale: 1" = 20' L-1.0 of 9 Irrigation Material Legend: POC Water Meter Toro 1" Valve W/Flow Control Toro 570Z Series 4" Sprayhead. Nozzle as Indicated. 15 LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 15 12 Toro 570Z Series 12" Sprayhead. Nozzle as Indicated. 15 15 LIR RL 7G RL 7G RL 7G ViburnumViburnum Viburnum RL 7G Viburnum Viburnum Viburnum Viburnum LIG RL 7G LIR 7G LIG ICS ICS 7G ASJ ASJ3G 3G ASJ ASJICS 3G LIG 15 15 7G LIG Toro Rotor 7G 12 LIG 15 7G RL 7G LIG RL 15 LIG RL 7G 7G LIG RL 7G C 7G 12 RL 15 LIG 7G 15 15 15 7G 7G 15 7G RL Toro Controller (Verify Location With Owner Prior To Installation) LIG 7G 7G RL 15 LIG LIG 7G DY LIR LIR LIR LIR LIR 7G LIR 15 LIR LIR LIR LIR LIR LIR LIR LIR LIR DY LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ LIR ASJ ASJ 1G 1G ASJ ASJ ASJ 15 ASJ ASJ ASJ 15 LIG LIR LIR LIR 7G LIR LIR LIR 12 12 12 12 12 12 12 12 12 12 12 12 12 LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ LIR 1G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ LIR LIG LIG 1G 7G LIG LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIG LIG 7G LIG 7G LIG 7G LIG 7G LIG 7G 7G LIG 7G LIG 7G LIG LIG 7G LIG 7G LIG 7G 7G LIG LIG 7G LIG 7G LIG 7G LIG LIG 7G 7G GAS 7G RL CIP CIP LIR 7G LIR LIR 1G 1G RL LIR 7G 1G 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR • All Valve Boxes Shall be Installed in Planting Beds. None Shall be Located in Sod Areas. LIR 1G LIR • There Shall be a Double Check Backflow Preventer Connected to the Irrigation System at the Water Source. LIR CIP CIP 1G • Design is Schematic and Actual Location of Pipe and Heads May Vary Due to Site Conditions and/or Installer Requirements. LIR 7G LIG 7G 15 LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIG TRANS 7G 15 1G LIR LIR 7G 7G 1G LIR LIG LIG 7G CIP CIP 1G RL LIR 7G LIR LIR SP-C 16-18 CIP CIP LIR RL 7G 1G CIP CIP 1G LIR 1G LIR RL CIP CIP 1G LIR 7G 1G LIR CIP CIP 1G 1G LIR 1G RL LIR 7G LIR LIR LIR RL LIR 7G LIR LIR RL LIR 7G LIR LIR LIR LIR 7G NF 3G LIR LIR LIR NCM NF 3G LIR NF 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR CNJ LIR LIR LIR LIR NF 3G NF 3G NCM RL LIR NF 3G LIR LIR LIR 7G 15 LIR LIR LIR 15 LIR LIR LIR CNJ LIR • All Pipe and Wire Should Not be Placed Under Paved Areas Unless it is Necessary. LIR 15 15 RL LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR RL ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ SP-C 16-18 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 1G CIP CIP CIP CIP 1G 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 12 ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 15 LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G 1G 1G LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR DY DY DY 3G 3G 3G 3G LIR LIR DY LIR 3G 3G LIR LIR LIR LIR LIR LIR QL LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR NCM LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 7G LIG 7G LIG 7G LIG 7G 12 12 LIR LIG LIR 7G LIR LIR LIR LIR LIR LIR LIR 12 12 LIR LIR LIR 15 15 LIR LIR LIR ABM CNJ CNJ CNJ CNJ CNJ LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ CNJ LIR LIR CNJ CNJ LIR LIR CNJ LIR LIR CNJ LIR LIR CNJ 12-14' HT / 3" Cal 12-14' HT / 3" Cal CNJ LIR 12 12 12 12 12 12 • Nozzle Selection For Spray Heads To Be Selected By Installer To Provide Maximum Coverage But Shall Not Over Spray On Walks Or Paved Areas. • Lateral Lines As Needed To Keep Velocity Below 5' Per Second. LIR NCM LIR LIR RL LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 15 LIR LIR LIR LIR 7G LIR LIR LIR RL 7G LIR 12 15 LIR LIR LIR LIR LIR • PVC Pipe To Be SDR-21, Main Line And Extend To Each Valve. Lateral Lines To Be: SDR - 26 And Extend From Valve To End Of Each Zone. ABM LIR LIR LIR LIR LIR LIR LIR LIR NF RL 3G NF 7G 3G NF 3G LIR LIR LIR LIR LIR 7G LIR LIR LIR LIR LIR LIR RL LIR LIR LIR LIR LIR 12'-14' HT /3" C LIR LIG LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 7G LIR LIR LIR LIR RL LIR LIR LIR LIR LIR LIR 7G LIR LIR LIR LIR LIR 1-12 CDY LIR LIG CNJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR CNJ 10 LIR 7G LIR LIR LIR LIR LIR DY LIR 7G LIR RL LIR LIR LIR LIR LIG LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 7G CNJ CNJ LIR LIG LIR NCM LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR ASJ ASJ ASJ CNJ 12 LIR 1G LIR ASJ ASJ ASJ 7G LIR LIR LIR LIR LIR LIR CNJ LIR LIR CIP CIP CIP CIP 1G LIR 1G LIG CNJ LIR LIR LIR LIR CNJ LIR LIR LIR LIR LIR LIR 12 1G 1G LIR LIR LIR LIR LIR LIR LIR CIP CIP CIP CIP 1G LIR 1G LIR 12 LIR LIR LIR LIR LIR NCM LIR LIR CNJ 10 1G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 15 LIR LIR LIR CIP CIP SP-C 16-18 LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 1G ASJ ASJ ASJ LIR 1G NCM LIR LIR LIR LIR LIR LIR 10 15 LIR LIR LIR 10 12 ASJ ASJ ASJ LIR LIR LIR LIR CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ 1G 1G LIR 7G CIP CIP ASJ LIR LIR LIR 1G • All Valves To Be Installed In Valve Boxes Marked Irrigation. LIR RL LIR CIP CIP ASJ ASJ ASJ ASJ ASJ LIR LIR SP-C 16-18 ASJ LIR 7G LIR LIR • All Wire For Control Valves To Be 14 Gauge UF UL And Rated For 600 Volts And Spliced With 3M DBY Splicers. LIR RL 12 ASJ ASJ ASJ ASJ LIR 7G 1G 1G ASJ ASJ ASJ ASJ LIR 1G 1G ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR RL 1G CIP CIP LIR LIR 7G CIP CIP 1G LIR RL LIR CIP CIP 1G ASJ LIR 15 LIR 1G 1G ASJ ASJ ASJ ASJ 15 LIR CIP CIP ASJ ASJ ASJ LIR LIR 15 ASJ LIR 1G 12 ASJ ASJ 1G 12 ASJ LIR CIP CIP 1G 12 ASJ ASJ ASJ ASJ LIR 7G LIR LIR 15 ASJ ASJ ASJ ASJ RL 1G LIR LIR ASJ ASJ ASJ 1G 15 15 ASJ ASJ ASJ 1G LIR 1G CIP CIP 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ 1G SP-C 16-18 CIP CIP 1G LIR CIP CIP 1G LIR 1G 15 CIP CIP ASJ LIR ASJ LIR 7G ASJ LIR ASJ LIR RL ASJ LIR ASJ ASJ ASJ ASJ LIR LIR LIR LIR ASJ ASJ ASJ ASJ • Sleeves Installed Under Paved Areas To Be At Least Two Pipe Sizes Larger Than Pressurized Pipe. Extend Sleeves 12" Inside Curbs/PavedAreas/Walks. Provide (1) -2" Min. Gray PVC Sleeve For Lighting In Required Locations - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation In Required Locations - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) 15 ASJ ASJ ASJ LIR LIR 12 15 ASJ ASJ ASJ LIR 7G ASJ ASJ ASJ • Irrigation Zonning is Provided as a Guide. Actual Zoning May Vary Based on Available Water Pressure & Site Conditions. LIR LIR Provide (1) - 2" Min. Gray PVC Sleeve For Lighting - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) RL 7G 7G 15 RL RL 7G 7G LIR LIR 7G NF 3G NF 3G NF 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 15 Existing Irrigation Controller 7G LIR RL RL RL LIR LIR LIR LIR LIR LIR LIR LIR 15 RL 7G 7G RL 7G RL 15 15 12-14' HT / 3" Cal 7G RL 7G RL 7G RL 7G 15 7G RL RL 7G RL 15 15 ABM RL 7G RL RL 7G 15 7G RL 7G RL 15 7G RL 7G ABM RL 7G RL 7G 12-14' HT / 3" Cal 15 7G RL 15 RL 15 7G Estimated Peak Water Usage for the Proposed Irrigation System: RL 8 LIR LIR LIR LIR LIR LIR LIR LIR 8 3G LIR LIR LIR LIR LIR LIR LIR 12'-14' HT /3" C DY DY 3G LIR LIR 7G RL RL 7G 7G RL 7G RL RL 7G 7G 15 RL 7G RL RL 7G 7G RL RL 7G 15 7G RL 7G 15 RL 7G RL RL 7G 7G 12 RL 7G RL 7G RL 7G RL 7G RL 7G 15 RL 7G RL RL 7G 7G 15 12 ABM 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12 3G LIR LIR LIR 8 15 15 15 15 12 12 O.S.E. JOB # H59-N853-MJ Drip System GPM: 61.74 gpm @ 23 Minutes (1/4" Water) = 1,420.02 gallons ABM ABM 12 DY RL 15 15 LIR LIR 12 ABM 8 LIR QL LIR ABM 15 LIR LIR 7G LIR LIR LIR 12 LIR LIR LIR RL LIR LIR LIR LIR LIR 7G 15 LIR LIR RL 15 LIR ICS ICS LIR ICS LIR ASJASJ ASJ ASJ LIR ASJ ASJ3G LIR LIR ASJ ASJ3G 3G LIR ASJ ASJ ASJ ASJ 7G 8 8 THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. LIR CIP CIP 1G CIP CIP ASJ LIR 1G SP-C 16-18 CIP CIP 1G LIR LIR CIP CIP 1G 1G LIR LIR 1G CIP CIP 1G LIR LIR LIR ASJ ASJ ASJ 15 phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com Irrigation Notes: 7G CIP CIP 1G 1G LIR LIR 1G SP-C 16-18 CIP CIP 1G LIR 1G 1G 1G LIG 1G CIP CIP CIP CIP 1G 1G CIP CIP 1G 1G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 618 chestnut road, suite 205 myrtle beach, s.c. 29572 12 ASJ ASJ ASJ ASJ ASJ ASJ LIR 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR CIP CIP SP-C 16-18 1G LIR ASJ ASJ ASJ ASJ 15 15 ASJ ASJ ASJ LIR 1G 1G CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ LIR CIP CIP CIP CIP ASJ ASJ ASJ ASJ ASJ ASJ 12-14' HT / 3" Cal 15 ASJ ASJ ASJ 12-14' HT / 3" Cal architecture interiors construction management 15 ASJ ASJ ASJ ASJ 12 ASJ ASJ ASJ 12-14' HT / 3" Cal ABM 12 LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ABM 12 LIR NCM LIR ASJ ASJ ASJ ASJ ASJ ASJ 12-14' HT / 3" Cal 12-14' HT / 3" Cal 12-14' HT / 3" Cal ABM 12 Provide (1) - 2" Min. Gray PVC Sleeve for Lighting - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) 15 15 ASJ ASJ ASJ ABM 12 ARCHITECTS, L.L.C. 15 12 ASJ ASJ ASJ 12-14' HT / 3" Cal ABM 12 Sleeve 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ 15 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 12-14' HT / 3" Cal ABM 12 12 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR 15 7G LIR LIR LIR 15 12 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 12 ASJ ASJ ASJ LIR LIR ASJ ASJ ASJ ASJ LIR LIR LIR LIG LIR ABM 12 15 ASJ ASJ ASJ LIR ABM LIR LIR LIR 15 LIR LIR LIR LIR 15 LIR LIR LIR LIR LIR 15 LIR LIR LIR LIR 15 LIR LIR 7G LIR LIR 15 15 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIG LIR LIR LIR 15 LIR 3G LIR LIR 15 LIR LIR LIR 3G DY LIR LIR LIR LIR 15 15 LIR 3G DY 7G LIR NCM LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIG LIR LIR LIR LIR ASJ ASJ ASJ LIR DY 3G LIR LIR LIR LIR LIR LIR LIR LIR 12 3G LIR LIR LIR 12 3G LIR LIR 12 LIR LIR DY 15 LIR 12 LIR LIR DY LIR Wallace LIR LIR LIR LIR LIR RL LIR LIR LIR LIR LIR LIR LIR 7G LIR 3G LIR LIR LIR LIR LIR LIR LIR DY LIR LIR LIR LIR LIR 3G LIR LIR LIR LIR 3G DY LIR LIR LIR DY RL 3G LIR 3G 3G LIR LIR LIR LIR DY DY LIR LIR 12'-14' HT /3"3G C LIR 7G LIR 3G LIR LIR LIR DY RL LIR LIR DY 3G QL LIR LIR LIR LIR LIR LIR LIR LIR + LIR LIR 3G 15 LIR LIR LIR LIR LIR 12 LIR LIR LIR LIR DY 3G DY LIR LIR 15 LIR LIR LIR LIR LIR LIR 3G LIR LIR LIR DY DY LIR LIR LIR NCM 15 LIR LIR LIR LIR 3G Designates Irrigation Zone Area 15 LIR LIR 7G LIR LIR LIR DY RL Drip Irrigation (Typ) LIR 7G RL 15 15 7G 15 Mozingo 7G RL HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC 7G 12 15 Pop-Up System GPM: 248 gpm @ 10 Minutes = 2,480 gallons sheet title 15 IRRIGATION PLAN Gallons Per Cycle (Drip + Pop-Up) = 3,900.02 gallons per day date JUNE 11, 2014 revision 3,900.02 gallons @ 3 cycles per week = 11,700.06 gallons per week 11,700.06 gallons @ 4 weeks = 46,800.24 gallons per month 0 10 20 30 40 date 60 Total Peak Water Usage of ±46,800.24 Gallons per Month (Summer Months). sheet no. L-1.1 North Scale: 1" = 20' of 9 Planting Schedule Qty. Trees 2 8 Symbol Common Name Botanical Name Size/Caliper Spacing Comments TLIG QL Japanese Ligustrum Laurel Oak Ligustrum japonicum Quercus laurifolia 7-8' HT 12-14' HT / 3" CAL. AS SHOWN AS SHOWN MULTI-TRUNK, TREEFORM RLD RL POD Dwarf Ruby Loropetalum 'Da Loropetalum chinense rubrum 'Daruma' 3 GALLON Ruby Loropetalum Loropetalum chinense rubrum 'Ruby' 7 GALLON Yew Podocarpus Podocarpus macrophyllus 7 GALLON 4.5' O.C. 5' O.C. 3' O.C. MAX. HEIGHT 4' Burgundy Foliage, Max. Height 5' ASJ LIR Asian Star Jasmine Liriope Trachelospernum asiaticum Liriope muscari 'Big Blue' 1 GALLON 1 GALLON 2‘ O.C. 18" O.C. SOD Bermuda Grass Cynodon dactylon 'Tifway II' SF HW-M Triple Shredded Triple Hammered Hardwood Shrubs 23 7 22 Groundcovers 1586 200 Turf Grass 9,717 Mulch 7,424 3638 SF-SOD POC 3" Depth See Planting Details & Specifications For Proper Method Of Installing Plant Material. A Copy Of The Planting Details & Specifications Will Be Provided By The Landscape Architect If Not A Part Of This Plan Set. M W W M W M 2174 SF-SOD SF 765 SF-SOD LIR LIR LIR 12'-14' HT /3" C ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR 12'-14' HT /3" C 1-QL 8-LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ EXISTING BUILDING 1000 FFE:44.82 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR 12'-14' HT /3" C ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 618 chestnut road, suite 205 myrtle beach, s.c. 29572 REG. phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR architecture interiors construction management ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 523-ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL ARCHITECTS, L.L.C. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR Wallace 328 SF-SOD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 555-ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ + ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 1-QL 8-LIR ASJ Mozingo ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 5-POD POD 7G POD 7G POD HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ CON. QL LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ GEN. 1-QL 8-LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 7G POD 7G POD 7G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 1-QL 8-LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 262 SF-SOD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ W V 12'-14' HT /3" C WM ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ T ASJ ASJ ASJ ASJ LIR LIR LIR LIR TLIG LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR RLD 1-TLIG 5-GLIR LIR 3G RLD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ 508-ASJ 1-TLIG 5-GLIR RLD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G LIR RLD LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR RLD LIR LIR TLIG LIR LIR RLD LIR 3G LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR POD POD POD 3G RLD LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR 12'-14' HT /3" C LIR LIR LIR LIR LIR LIR LIR LIR LIR 12'-14' HT /3" C LIR LIR RL LIR 7G 7G LIR POD 7G LIR 7G RL 7G LIR 7G RL 7G LIR LIR LIR 7G LIR LIR 7G 7G LIR LIR LIR LIR LIR LIR O.S.E. JOB # H59-N853-MJ LIR LIR RL 7G LIR LIR LIR 7G RL LIR LIR 7G POD 7G LIR LIR RL H LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR sheet title LIR PLANTING PLAN LIR 12'-14' HT /3" C LIR LIR LIR 4-RL 3G LIR LIR LIR LIR LIR QL RLD LIR LIR LIR 12'-14' HT /3" C 3G LIR LIR QL LIR LIR LIR LIR LIR LIR LIR LIR QL QL LIR 7G POD LIR LIR 7G 7G 7G LIR RLD LIR 7G 7G 3G 31-LIR POD POD 180 SF-SOD LIR RL 7G PODPOD POD POD POD POD POD 7G RLD LIR LIR POD 7G LIR LIR 7G D 3G LIR POD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD LIR LIR LIR LIR 3G LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 23-RLD RLD 3G LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ Y 3G 40-LIR 17-POD 3-RL ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD W V 1885 SF-SOD 3G date JUNE 11, 2014 47-LIR revision 0 LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR RLD 3G RLD RLD 3G 3G RLD RLD 3G 3G RLD RLD 3G 3G LIR 1-QL 8-LIR 1-QL 8-LIR 1-QL 8-LIR 10 20 30 40 date 60 1-QL 8-LIR 271 SF-SOD sheet no. North Scale: 1" = 20' L-2.0 of 9 Irrigation Material Legend: 15 Provide (1) - 2" Min. Gray PVC Sleeve For Lighting - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) 12 15 Water Meter Location of New Deep Well (See Allowances In Specifications) Toro 1" Valve W/Flow Control 15 12 12 Toro 570Z Series 4" Sprayhead. Nozzle as Indicated. 12 15 15 12 12 12 12 12 15 Toro 570Z Series 12" Sprayhead. Nozzle as Indicated. 15 POC 12 Toro Rotor 15 LIR LIR LIR LIR LIR 15 12'-14' HT /3" C ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ Drip Irrigation (Typ) ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ EXISTING BUILDING 1000 FFE:44.82 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 12'-14' HT /3" C ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 10 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 • Design is Schematic and Actual Location of Pipe and Heads May Vary Due to Site Conditions and/or Installer Requirements. • Irrigation Zonning is Provided as a Guide. Actual Zoning May Vary Based on Available Water Pressure & Site Conditions. 7G 7G POD • Sleeves Installed Under Paved Areas To Be At Least Two Pipe Sizes Larger Than Pressurized Pipe. Extend Sleeves 12" Inside Curbs/PavedAreas/Walks. Provide (1) -2" Min. Gray PVC Sleeve For Lighting In Required Locations - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation In Required Locations - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) 7G POD 7G POD 7G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ • All Wire For Control Valves To Be 14 Gauge UF UL And Rated For 600 Volts And Spliced With 3M DBY Splicers. 15 12 • All Valves To Be Installed In Valve Boxes Marked Irrigation. 10 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 12'-14' HT /3" C 12 • Nozzle Selection For Spray Heads To Be Selected By Installer To Provide Maximum Coverage But Shall Not Over Spray On Walks Or Paved Areas. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ W V 10 • PVC Pipe To Be SDR-21, Main Line And Extend To Each Valve. Lateral Lines To Be: SDR - 26 And Extend From Valve To End Of Each Zone. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR WM 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 12 15 T • Lateral Lines As Needed To Keep Velocity Below 5' Per Second. ASJ ASJ ASJ ASJ 15 LIR LIR LIR 15 LIR TLIG LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR RLD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 RLD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G 12 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 Drip System GPM: 52.26 gpm @ 23 Minutes (1/4" Water) = 1,201.98 gallons ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ Pop-Up System GPM: 175.7 gpm @ 10 Minutes = 1,757 gallons ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD 15 12 Estimated Peak Water Usage for the Proposed Irrigation System: ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 15 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR RLD LIR LIR 10 LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD LIR LIR LIR LIR 3G LIR LIR LIR LIR LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR RLD LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ TLIG LIR LIR RLD LIR 3G LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR 7G POD POD POD 15 10 RLD 3G RLD LIR LIR LIR 10 LIR LIR LIR 15 LIR LIR LIR LIR LIR LIR RL 7G LIR LIR LIR LIR LIR LIR 12'-14' HT /3" C LIR LIR LIR LIR LIR LIR LIR LIR 12'-14' HT /3" C LIR LIR LIR LIR 7G LIR 7G RL 7G LIR 7G RL 7G LIR LIR LIR 7G LIR LIR 7G 7G LIR LIR LIR LIR LIR LIR LIR RL 7G LIR LIR Total Peak Water Usage of ±35,507.76 Gallons per Month (Summer Months). LIR 7G RL LIR LIR POD 7G LIR LIR LIR H LIR LIR LIR LIR LIR O.S.E. JOB # H59-N853-MJ LIR LIR LIR LIR LIR LIR sheet title LIR IRRIGATION PLAN LIR 12'-14' HT /3" C LIR LIR LIR date JUNE 11, 2014 revision LIR LIR LIR LIR LIR QL LIR 3G LIR LIR LIR LIR QL LIR RLD LIR LIR LIR LIR 12'-14' HT /3" C 3G LIR LIR LIR LIR LIR LIR LIR LIR LIR LIR QL QL LIR 7G 7G POD LIR LIR RL POD 2,958.98 gallons @ 3 cycles per week = 8,876.94 gallons per week 8,876.94 gallons @ 4 weeks = 35,507.76 gallons per month LIR 7G 7G LIR LIR 7G 7G 3G LIR 7G PODPOD POD POD POD POD POD 7G RLD LIR POD RL 7G D 10 3G LIR POD POD Gallons Per Cycle (Drip + Pop-Up) =2,958.98 gallons per day LIR LIR 15 7G LIR 8 3G LIR LIR RLD LIR LIR 7G 8 LIR POD W V LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 8 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR RLD 3G LIR RLD RLD 3G 3G RLD RLD 3G 3G RLD RLD 3G 15 0 15 LIR LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G 10 20 30 40 date 60 15 15 10 15 15 15 15 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ RLD LIR 15 15 LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 3G Y RLD THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. • All Pipe and Wire Should Not be Placed Under Paved Areas Unless it is Necessary. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR 618 chestnut road, suite 205 myrtle beach, s.c. 29572 • There Shall be a Double Check Backflow Preventer Connected to the Irrigation System at the Water Source. POD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ architecture interiors construction management • All Valve Boxes Shall be Installed in Planting Beds. None Shall be Located in Sod Areas. POD ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ARCHITECTS, L.L.C. phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com Irrigation Notes: ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL Wallace REG. ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR + Provide (1) - 2" Min. Gray PVC Sleeve for Lighting - Tape Ends Provide (1) - 4" Min. SDR-21 PVC Sleeve For Irrigation - Tape Ends Provide 12" Min. & 18" Max. Ground Coverage Over All Sleeves (Typ) ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ Mozingo Sleeve ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ Toro Controller (Verify Location With Owner Prior To Installation) Designates Irrigation Zone Area ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ 15 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ QL 15 ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ ASJ LIR LIR LIR 15 CON. 12'-14' HT /3" C 15 GEN. 15 LIR LIR LIR 15 15 LIR LIR 15 15 15 QL LIR LIR LIR 15 15 15 15 15 15 15 C 15 12 M 12 15 15 W 12 15 M 15 12 15 W 15 15 15 12 W M 15 15 15 15 15 15 15 HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC 15 15 15 sheet no. North Scale: 1" = 20' L-2.1 of 9 International Society of Arboriculture 1400 West Anthony Drive Champaign, IL 61821 Phone: (217) 355-9411 Fax:(217) 355-9516 Each Tree Must Be Planted Such that the Trunk Flare Is Visible at the Top of the Root Ball. Trees Where the Trunk Flare Is Not Visible Shall Be Rejected. Do Not Cover the Top of the Root Ball with Soil. Stake Trees only upon the Approval of the Landscape Architect. See Staking Detail. Wrap Tree Trunks only upon the Approval of the Landscape Architect. See Wrapping Detail. Mulch Ring: 1800mm (6'-0") Minimun Diameter 2400mm (8'-0") Preferred Diameter Mark the North Side of the Tree in the Nursery, and Rotate Tree to Face North at the Site Whenever Possible. 8" Place Root Ball on Unexcavated or Tamped Soil. Note: For Dimensions of Planting Areas, Types of Soil Amendments, or Soil Replacement, See "Soil Improvement Details." Tamp Soil around Root Ball Base Firmly with Foot Pressure, so that Root Ball Does Not Shift. Note: This Detail Assumes that the Planting Space Is Larger than 2400mm (8'-0") Square, Open to the Sky, and not Covered by any Paving or Grating. Typical Tree Planting Detail B&B Trees In All Soil Types 1:1 Slope on Sides of Planting Hole. Back Fill with Existing Soil. In Sandy Loam Soils, Add 20% Max. by Volume Composted Organic Material to the Existing Soil. Tamp Soil around Root Ball Base Firmly with Foot Pressure so t hat Root Ball Does Not Shift. Soil Improvement Detail - For Trees Planted In Non Restricted Soil Conditions Not To Scale ARBORTIE Of Arboriculture RT IE For Deeproot ArborTie Guying Material Contact: B A A RB O RT IE AR BO Specified Arbortie Green Staking And Guying Material Is To Be Flat Woven Polypropylene Material. 3/4" (19.05mm) Wide 900 Lb. Break Strength. Arbortie Shall Be Fastened To Stakes In A Manner Which Permits Tree Movement And Supports The Tree. Brenda Guglielmina Deep Root Partners, L.P. P.O Box 927, Decatur, GA 30031-0927 Tel: 404-378-9390 Fax: 404-378-2840 E-mail: brenda@deeproot.com www.deeproot.com Step 2: Wrap this end around tree. Begin the above knot below the knot that was tied in Step 1. ArborTie Guying Material See ArborKnot Detail. RT IE 2 L-3 AR BO RT IE Step 4: Slide knot just completed up to the knot tied in Step 1. Fasten free end to stake of anchor. All Stakes Shall Be Driven Outside The Edge Of The Root Ball. Not To Scale Lawn Area Pavement 5 L-3 Sod (As Specified) Finished Grade Soil & Root Layer Cultivated Soil Not To Scale Lawn Area 1 1/2" Min. 3" - 5" Rough Grade Undisturbed Soil Note: Install Sod such that Top of Soil and Root Layer Is Level with Top of Pavement. Sodding Procedure: 1. Cultivate Entire Area to 3-5" Depth and Handrake Smooth. 2. Apply Lime per Soil Analysis and Fertilizer at Rate of 1200 LB/AC. 3. Water Area to Be Sodded Prior to Laying Sod. 4. Lay Sod, Roll Sod, and Water Thouroughly. 3 L-3 Sod Installation Detail Not To Scale Planting or Mulched Area Mulch L-3 Not To Scale Mozingo Existing Grade or Grade of Planting Area 4" Notes: 1. Trench Edge Shall Create a Clean Separation between Areas and Shall Create a Smooth and Even Line as Indicated on Plans. 2. Trench Edge Detail Shall Be Used at all Lawn Edges and at Edges of Mulched Areas for Containment. 8 L-3 Shrub Bed Trench Detail Hand Compact Planting Soil Beneath Ball Drip Line Planting Soil 6" Scarify Bottom and Sides of Hole to 4" Depth Min. 6" Varies 11 L-3 Not To Scale Shrub Shall Have Same Relation to Planted Grade after Settlement as it Did to Previous Grade in Nursery Typical Shrub Planting Detail Wallace ARCHITECTS, L.L.C. architecture interiors construction management 618 chestnut road, suite 205 myrtle beach, s.c. 29572 phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. Not To Scale Retaining Wall Finish Grade Reemay, Inc. 70 Old Hickory Blvd. Old Hickory, TN 37138-3651 (800) 284.2780 (615) 847.7000 Fax: (615) 847.7068 Email: beddins@reemay.com Protective Safety Fencing Typical Guying Installation ArborTie 2x4 Wooden Post Fold Ends Of Arbortie Back. Secure To Stake With 1" Galvanized Roofing Nail Or Use A Knot. 9 L-3 Landscape Contractor Shall Be Responsible for Installing a Root Growth Barrier in all Locations Where Plant Roots May Come into Contact with Architectural Elements (Foundations, Walls, Sidewalks, Pools, etc). Detail-Typical Tree Protection Not To Scale Rootball Irrigation Schedule for Survival (See Notes 2,3,4) 2-4" Caliper Daily for 1 month; every other day for 3 months; weekly until established. Twice weekly for 3-4 months Daily for 6 weeks; every other day for 5 months; weekly until established. Twice weekly for 4-5 months 12 L-3 Detail- Root Barrier Installation Not To Scale Plant (See Planting Plan for Species) Black Medium Flow Bubbler Twice weekly for 2-3 months Biobarrier® ( Install Per Manufacturer Specification) 8' Max 4' ArborTie nailed to stake Daily for 2 weeks; every other day for 2 months; weekly until established. Urn Potting Soil 1" Layer of Mulch 1/4" Tubing w/6" Anchor Stake (4 Distribution Tubes Total) 1/2" Flex PVC (Length As Req'd.) Finished Grade Soil Fabric Drain Rock Fill Irrigation Requirements - Transplanted / Newly Planted Trees Not To Scale Planting Bed Detail Saucer Constructed of Planting Soil 1. Delete daily irrigation when planting in winter. Irrigation frequency can be reduced (e.g. 2-3 times a week instead of every other day) slightly when planting hardened off, field grown trees that were root-pruned during production. Establishment takes 4 months per caliper inch. 2. Irrigation frequency can be reduced (e.g. 2-3 times a week instead of every other day) slightly when planting hardened off, field grown trees that were root-pruned during production. 3. At each irrigation, apply 2-3 gallons per inch trunk caliper to the root ball. Apply it in a manner so all water soaks into the root ball. Do not water if root ball is wet/saturated on the irrigation day. 4. Trees take much longer to establish than 3-4 months per inch trunk caliper. Irrigate in drought the following summer. 6 Concrete Curb Contact Info: < 2" Caliper > 4" Caliper 10 L-3 Remove Burlap from Top 1/3 of Bail or Remove from Container Vertical Edge Not To Scale Irrigation Schedule for Vigor (See Notes 1,3) Note: Final Elevation, Location, & Shape Of Earth Berming To Be Approved By Landscape Architect. Provide Drainage As Required (Typ). + Typical Tree Staking & Guying Detail For Trees 3" (75mm) or Larger Size of Nursery Stock Height Varies (Not To Exceed 3:1 Slope) Typical Staking Installation Remove All Staking As Soon As The Tree Has Grown Sufficient Roots To Overcome The Problem That Required The Tree To Be Staked. Stakes Shall Be Removed No Later The End Of The First Growing Season After Planting. ArborKnot Detail 1/2 Of Specified O.C. Typical Ground Cover Spacing Detail 750 mm (30 In.) Long Wood Stake. Step 5: The ArborKnot provides secure, girdle free attachment of ArborTie to tree. Typical Edge Of Plant Bed Note: This Detail Assumes that the Area of Loamy Soil Available to Each Tree Is a Minimum of 45 Square Meters (500 SF). International Society BO 7 L-3 Loamy Soils Are Defined as Granular or Blocky Friable Soils, a Mixture of Sand, Silt, and Clay Particles with a Minimum of 1.5% by Dry Weight Organic Matter. The Soil Must Not Be so Compacted as to Impede Root Growth or Drainage. The Soil Structure Shall Not Be Platy or Massive. The Soil Must Be Tested for Texture, Drainage Capability, Ph, and Nutrient Values prior to Determining Plant Selections and any Additional Soil Improvements. L-3 AR 2 Times the Root Ball Diameter Unexcavated or Compacted Mound under the Root Ball to Prevent Settlement. All Beds Shall Be Full Specified O.C. Spacing See Plant Schedule Atypical Spacing In Curvilinear Plant Beds. Outside Row To Follow Curve As Shown On Plan Loamy Soils include the Following USDA Textural Classifications and Have a Clay Content of Between 15 to 27%: Loam, Sandy Loam, and Silt Loam. Note that Soils at the Outer Limits of the Loam Classifications May Present Special Planting Planting Problems not Anticipated by this Detail. 4 Not To Scale Step 3: Follow motion of ArborTie above, finishing the knot by pulling tightly on points A and B at the same time. Specified O.C. Spacing See Plant Schedule Note: For Detailed Requirements Related to the Planting of the Tree in the Improved Soil, See "Tree Planting Detail." Remove all Twine, Rope and Wire, and Burlap from Top Half of Root Ball If Plant Is Shipped with a Wire Basket around the Root Ball, Cut the Wire Basket in Four Places and Fold Down 200mm (8") into Planting Hole. Step 1: Tie a simple knot 18"-24" (depending on the diameter of the tree) from either end of the ArborTie. Clean Topsoil 100mm (4") High Earth Saucer Beyond Edge of Root Ball. 50 mm (2") Mulch. Do Not Place Mulch in Contact with Tree Trunk. Maintain the Mulch Weed-Free for a Minimum of Three Years after Planting. 1 L-3 International Society of Arboriculture 1400 West Anthony Drive Champaign, IL 61821 Phone: (217) 355-9411 Fax:(217) 355-9516 Loamy Soil ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? Set Top of Root Ball Flush to Grade or 25-50mm (1-2") Higher in Slowly Draining Soils. Typical Edge Of Building Drill Urn & Seal w/ Silicone Caulking 1-1/2" Sch. 40 PVC Sleeve w/ 1/2" Flex Pipe (Daylight In Planting Area and Connect Flex To 3/4" Lateral) HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC Do Not Heavily Prune the Tree at Planting. Prune only Crossover Limbs, Co-Dominant Leaders, and Broken or Dead Branches. Some Interior Twigs and Lateral Branches May Be Pruned; However, Do Not Remove the Terminal Buds of Branches that Extend to the Edge of the Crown. O.S.E. JOB # H59-N853-MJ 1" PVC Drain Pipe 13 L-3 Detail-Planter Not To Scale Mortar Leveling Bed (Recessed from View) sheet title PLANTING DETAILS date JUNE 11, 2014 revision date sheet no. Landscaping And Irrigation Are Not Included In This Contract. Drawings Are Included For Informational/Coordination Purposes Only. L-3.0 of 9 TORO-IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 www.toro.com (951) 359-1870 FAX: crc@toro.com TORO-IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 www.toro.com (951) 359-1870 FAX: crc@toro.com TORO-IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 www.toro.com (951) 359-1870 FAX: crc@toro.com MPR PLUS NOZZLES (SIZE PER PLAN) MPR PLUS NOZZLES (SIZE PER PLAN) 1 R enabled 15 2005 A: B: MANUAL PER LI NE UP APPROVED BACKFILL SETUP SCHEDULE PROGRAM HELP COPY REVIEW DISPLAY ADJUST % WER LI NE LO ADJUST RAIN PAUSE 1/4" TUBING LOCATOR STAKE TORO MODEL: T-IPS0104. 3 1/4" BLUE STRIPE DRIP HOSE TORO MODEL: T-EHW437 (LENGTH AS REQUIRED) APPROVED BACKFILL OFF 48" - 64" COPY 2 02:55:02 PM U: M:03 RUN ET PUSH TO RELEASE Sep ON ALERTS NGE PRESSURE COMPENSATING EMITTER TORO MODEL: T-DPCXX (XX DENOTES FLOWRATE*) WITH COLOR-CODED, SNAP-ON DUST CAP NOTE: INSTALL SPRINLER AT FINISH GRADE NOTE: INSTALL SPRINKLER AT FINISH GRADE Bypass SENSOR Weather TRAK 1 TORO-IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 www.toro.com (951) 359-1870 FAX: crc@toro.com 1 2 2 3 3 SEE SPECS. 4 4 TORO INTELLI-SENSE OUTDOOR IRRIGATION CONTROLLER MODEL NO. TIS-24-OD. ANCHOR SECURELY TO WALL. TORO 570Z-4P SPRINKLER TORO 570Z-6P-SI SPRINKLER 1 5 TORO 850-31 BARBED MALE ELL 1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES. SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS. 4 4 6 TORO 850-31 BARBED MALE ELL 7 2 TORO FUNNY PIPE 5 3 2" CONDUIT FOR REMOTE CONTROL VALVE WIRES. SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS. 7 PVC SCH 80 1/2" NIPPLE (LENGTH AS REQUIRED). 9 8 PVC SCH 40 TEE OR ELL. 11 9 PVC LATERAL PIPE. 10 LATERAL PIPE LATERAL TEE TORO 8 FINISHED GRADE. SECTION/ELEVATION 6 7 9 10 5 11 12 SECTION/ELEVATION NOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-265. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-463. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-464. B NOT TO SCALE SPRAYS LANDSCAPE DRIP TPV SERIES 570Z SERIES 6 INCH POP-UP (FUNNY PIPE) NGE® EMITTERS - 9-OUTLET DRIP MANIFOLD 1" PLASTIC VALVE (M x M THREADED, WIRED SOLENOID) - WITH FLOW CONTROL REVISION DATE 06/12/2011 065-464 PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. www.CADdetails.com REVISION DATE 06/12/2011 www.CADdetails.com REVISION DATE 23/11/2011 382-191a PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. 4 CONTROL WIRES WITH 12'' MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS 5 PVC FEMALE ADAPTER (TYP.) 6 PVC LATERAL LINE SEE SPECS. FOR DEPTH 7 PVC MAIN LINE LENGTH AS REQUIRED 8 PVC ELBOW 9 CONTINUOUS BRICK SUPPORTS NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL 4. INSTALLATION CONTRACTORSNOTES. NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-310 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 382-191a. 570Z SERIES 4 INCH POP-UP (FUNNY PIPE) 065-463 PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. TORO FxF REMOTE CONTROL VALVE W/O FLOW CONTROL AND WITH WIRED SOLENOID MODEL NO. TPV100 SEE LEGEND. CAP OFF ALL UNUSED CONNECTORS. SPRAYS www.CADdetails.com 3 12 PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH EXTERIOR WALL-MOUNT CONTROLLER REVISION DATE 06/12/2011 VALVE BOX & COVER 11 PVC TEE OR ELBOW (TYP.) INTELLI-SENSE ô TIS-240 065-265 PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. FINISHED GRADE 2 10 GRAVEL (1 CU. FT.) SECTION/ELEVATION NOTES: A COIL ADDITIONAL 6" OF 1/4" TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. RIGHT-SIDE SECTION/ELEVATION 1 8 7 11 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL. LATERAL TEE SECTION/ELEVATION NOT TO SCALE 4 10 6" ROUND VALVE BOX. LATERAL PIPE FRONT SECTION/ELEVATION 3 TOP OF MULCH AND/OR DECORATIVE BARK. FINISH GRADE. A 2 5 9-OUTLET DRIP MANIFOLD TORO MODEL: T-PR25-9 PRESSURE REGULATING (25 PSI) 6 B TORO FUNNY PIPE TORO 1 Mozingo + REVISION DATE 07/12/2011 065-310 PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. www.CADdetails.com www.CADdetails.com Wallace ARCHITECTS, L.L.C. architecture interiors construction management 618 chestnut road, suite 205 myrtle beach, s.c. 29572 phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com MIN. 1'-0" approx. MAX. 2'-0' approx. Cap or duct tape ends of pvc sleeves. WMC See Notes Below THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. See Notes Below 3" TYP. Wall Of Trench(Typ.) Note: Poured Concrete Thrust Block To Be Constructed Of 2000 Psi Rated Concrete. - 1 Part Cement - 2 Parts Washed Sand - 5 Parts Gravel All Thrust Blocks To Bear Against Firm Undisturbed Earth. Thrust-Block (Typ) Concentric Reducer Concentric Reducer Gate Valve Main Line Isolation Gate Valve Determine the bearing strength of the soil from the table below: Bearing Strength of Soils Bearing Strength Soil Type Lbs. per Square Foot Example: Sound Shale...............................................10,000 Cemented gravel and sand difficult to pick up...................................4,000 Course and fine compact sand.................3,000 Medium clay-can be spaded.....................2,000 Soft clay........................................................1,000 Muddy Soil.........................................................0 "Cap" Or Dead End Concrete Thrust Block Add 50 pounds for pressure testing to the working pressure of the pipe. For this example, 100 psi working pressure plus 50 psi testing allowance = 150 psi. Multiply this figure by the appropriate value in the following table. Pounds of Thrust per PSI of Water Pressure in PVC Pipe at Various Fittings Pipe Size 1.5 2 2.5 3 4 6 8 10 12 15 18 21 24 27 From this table bearing strength is 2,000 pounds per square foot for medium clay that can be spaded. Step 3 Step 1 TEE 45 Degree Elbow The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree of bend, and type of soil. In most cases, the size and type of thrust block will be determined by the engineer. Thrust block size may be calculated as shown by the following example: WMC All Wire And Tubing Are To Be Bundled And Routed Above Thrust Block Casting Thrust-block (Typ) Step 2 Determine size of thrust block for 8" Class 160 pipe with a 90 degree elbow, and an operating pressure of 100 psi. The soil is medium clay which can be spaded. Positioning Stakes 3/4" Steel Rebar Or 3/4" Gal. Iron Pipe (Typ.) Drive Stakes To 12" Penetration 90 Degree Elbow Calculating Thrust Block Area Dead-End, Tee, or In-line Valve 90° Elbow 45° Elbow 22.5° Elbow 3 4 6 10 16 34 58 91 128 184 275 382 483 614 4 6 9 14 22 49 83 128 181 260 388 540 683 868 2 3 5 7 12 26 45 69 98 141 210 292 370 470 1 2 3 4 6 13 23 35 50 72 107 149 189 239 Using this table, the thrust would be 12,450 pounds (83 x 150). Not To Scale Divide the total thrust obtained in Step 1 by the bearing strength of the soil obtained in Step 2. The "Bearing Strength of Soils" Table shows that medium clay which can be spaded has a bearing strength of 2,000 lbs. per square foot. Divide the total thrust of 12,450 pounds by 2,000 pounds per square foot soil bearing strenght. This gives the square feet of thrust block area needed. In this case it is 6.23 square feet, for which an approximate area of 2.5' x 2.5', can be used. PVC Pipe Sleeve For Irrigation Pipe Temporary Elbow and Riser for Working Only PVC Wire Sleeves 1 For 120 VAC Wire 1 For 24 VAC Wiring Or Control Tubing And/Or 3/4" Hydraulic Supply NOTES: UNDER ALL OTHER AREAS Direct Bury 120vac Wire - 24" - 30" In Depth Direct Bury 24vac Wire - 12" - 24" In Depth NOTES: UNDER VEHICULAR TRAFFIC HARDSCAPES Streets, Highways, Roads, Alleys, Driveways and Parking Lots. Direct Bury 120vac Wire - 24" - 30" In Depth w/ Separate Wire Sleeve Direct Bury 24vac Wire - 24 - 30" In Depth w/ Separate Wire Sleeve NOTES: UNDER NON-VEHICULAR TRAFFIC HARDSCAPES Direct Bury 120vac Wire - 18"min In Depth w/ Separate Wire Sleeve Direct Bury 24vac Wire - 12"min In Depth w/ Separate Wire Sleeve Detail - Sleeving NTS Approved Enclosure Side Thrust on Curves An outward pressure exists on all deflections from the straight line. Good soil, properly tamped, is sufficient to hold side thrust on gradual curves, unless soil conditions are unstable. In that case, some anchorage must be provided on each side of the joint, but do not thrust block the joint itself. IN Example Construction of Thrust Blocks Thrust blocks should be constucted so that their bearing surface is in direct line with the major force created by the pipe or fitting. The earth-bearing surface should be undisturbed. Only the simplest of forms is required. Use concrete, fluid enough so that it can be worked under the fitting, around and up to the top of the line. Keep all joints free from concrete. OUT Install Here A Double Check Backflow Preventer 12" Min. Concrete Slab Galv. Iron Or Copper Piping Connection From City Water 2" Min. O.S.E. JOB # H59-N853-MJ 18' Min. Flow Note: Assembly To Be Fitted On Sole Source Of Water For Lawn Irrigation System Equipped With Pop-up Sprinkler Heads And Automatically Controlled Valves. Double Check Backflow Preventer HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC Active TIS-240 TORO-IRRIGATION DIVISION 5825 JASMINE STREET RIVERSIDE, CA 92504 TOLL FREE: 1-877-345-8676 www.toro.com (951) 359-1870 FAX: crc@toro.com Run Galv. Iron Piping Or Copper Piping To A Point At Least 6" From Face Of Concrete sheet title IRRIGATION DETAILS date JUNE 11, 2014 revision date Concrete Supports & Anchors 1.0 Cubic Feet Each Not To Scale sheet no. Landscaping And Irrigation Are Not Included In This Contract. Drawings Are Included For Informational/Coordination Purposes Only. L-4.0 of 9 DIVISION 2 SITE WORK SECTION 02900 LANDSCAPING PART 1 - GENERAL PART 1 GENERAL 1.1 DESCRIPTION: 1.1 ± Indicates Check Dimension Only; Contact Landscape Architect for Field Adjustments if Field Conditions Vary. 1.2 Contractor Responsible for the Structural Integrity of all Elements. 1.3 Contractor Shall Use Pressure-Treated Lumber for all Exterior Construction. Contractor/Owner Should be Aware of Fasteners Recommended by Lumber Manufacturers in Construction Involving Pressure-Treated Lumber. Pressure-Treated Lumber Can be Chemically Corrosive to Certain Types of Fasteners. All Edges Should be Sanded Smooth. Handrails and Decking Should be Cup Side Down. 1.4 Contractor Responsible for Verifying Compliance with all Setback and Zoning Requirements. 1.5 The Contractor is Responsible for Acquiring all Necessary Permits Prior to Construction. 1.6 Contractor Responsible for Locating all Underground Utilities Prior to Construction. Contractor to Secure a Responsible Utility Locate Service, Such as Palmetto Utility Protection Service (PUPS), Prior to any Excavation or Installation: A. Pre-Construction Notice: Palmetto Utility Protection Service (PUPS) Anyone proposing to excavate, dig, bore, tunnel, blast, or disturb the earth in any manner in which buried utilities may be damaged is requested to call the toll-free number (1-888-721-7877) between the hours of 7:00 am est. and 7:00 pm est., Monday through Friday, 72 hours before starting the proposed work. The South Carolina STATE LAW requires that excavators give a 72-Hour notice, (3 working days excluding weekends and holidays), for the locators to get out to mark the area. After a ticket has been processed, you will know when you are legally free to proceed with the digging work and which utilities in the area PUPS will be notifying for you. Any utilities that PUPS does not notify, you will be responsible for notifying directly. The Utility Companies ask that you leave a 2 1/2 feet margin on each side of a marked utility line. Also note that your request is good for 10 working days after it has been processed by our system. 1.7 Contractor Responsible for Security Fencing and Signage to Prevent Injury to the Public During Construction. 1.8 Owner Shall Consider the Future Maintenance Requirements of This Project to Prevent Injury to the Public. 1.9 Contractor Shall Maintain Positive Drainage Away from Structures. 1.10 Hazardous Waste/Materials - Environmental Concepts, LLC Shall have No Duty or Responsibility for the Discovery, Determination, Location, Presence, Handling, Removal, Disposal or Exposure of Anyone or Anything to Hazardous Materials in any Form or of any Type at the Project Site, Including, but Not Limited to, Asbestos, Asbestos Related Products, Polychlorinated Biphenyl (PCB's), or Any Other Substances, Whether Now or at Some Later Date Considered to be Toxic. 1.11 Deer Or Other Fauna - Environmental Concepts, LLC Shall Have No Duty Or Responsibility For The Knowledge, Discovery, Or Determination To The Presence Of Deer, Rabbits, Moles, Or Other Fauna Which May Cause Damage At The Site. It Is The Owner/Responsible Agent''s Obligation To Inform Environmental Concepts, LLC In Writing, Prior To Design, Of Any Known Deer Or Other Fauna Which May Be Present Which May Cause Damage At The Site. When Informed, Environmental Concepts, LLC Will Specify Deer Resistant Plants For The Project. 1.12 These Plans have Been Reviewed and Approved by the Owner/Responsible Agent Who Understands That any Changes, Substitutions, or Deletions May Require Review and Approval by the Responsible Reviewing Authority. PART 2 TREE PROTECTION 2.1 Tree dieback, decline,and even tree death can be caused by the disturbance of roots due to trenching, vibratory plowing, or earth sawing operations. During construction , none of the above actions are be performed within the dripline of a tree canopy. 2.2 Protect designated trees scheduled to remain from: - Unnecessary cutting, breaking, or skinning of roots - Skinning and bruising of bark - Smothering of trees by stockpiling construction or excavation materials within dripline - Excess foot or vehicular traffic - Parking of vehicles within drip line - Cleaning of equipment, solvents and gasoline within dripline 2.3 Erect temporary barricades around trees shown to remain before commencement of any site clearing or grading. Fence to be 4' high with 2x4 posts. All fencing should be placed at drip line of tree, fully enclosing all trees scheduled to remain. Nothing shall be placed inside of protective barricades, including but not limited to construction material, machinery, chemicals, or temporary soil deposits. When paving, excavation, or hardscape must be done within barricades, barricades shall be moved back to a secondary location at the edge of work. Extra care must be taken at this time by the contractor to insure that no damage to a tree occurs. 2.4 No grade changes are to be made within the barricades without prior approval of the owner or his designated representative. D. Interfering branches may be removed at the direction of the owner or his designated representative by a qualified tree surgeon. 2.5 Provide water to trees as required to maintain their health during construction work. 2.6 General contractor shall be responsible for any damage done to trees designated to remain. Damage or removal of protected trees shall be subject to replacement or fine based on initial agreement with owner or his designated representative. A. This landscape plan has been reviewed and approved by the owner/responsible agent who understands that any changes, substitutions, or deletions may require review and approval by the responsible reviewing authority. B. The scope of work for the Landscape Contractor shall include the furnishing and installation of all grassing, all landscape planting work, and any irrigation work as called for as part of this Contract. C. The Landscape Contractor shall coordinate with the General Contractor for the installation of all the noted earth berms within the landscaped areas. The berming fill and installation of all topsoil shall be the responsibility of the General Contractor. Final grading and contouring of the berms shall be the responsibility of the Landscape Contractor. D. Prior to installation, all clearing, aesthetic earth mounding, and final plant locations is to be approved by Landscape Architect. E. Landscape Contractor is to inform Landscape Architect of any concerns with plant material specified prior to installation and, at such time, alternate plant material may be specified by Landscape Architect. Otherwise, Landscape Contractor assumes all risk in installing plant material indicated on planting schedule. F. Deer Or Other Fauna - Environmental Concepts, LLC Shall Have No Duty Or Responsibility For The Knowledge, Discovery, Or Determination To The Presence Of Deer, Rabbits, Moles, Or Other Fauna Which May Cause Damage At The Site. It Is The Owner/Responsible Agent''s Obligation To Inform Environmental Concepts, LLC In Writing, Prior To Design, Of Any Known Deer Or Other Fauna Which May Be Present Which May Cause Damage At The Site. When Informed, Environmental Concepts, LLC Will Specify Deer Resistant Plants For The Project. G. Landscape Contractor shall estimate quantity of all plant materials, sod and mulch. Plant quantities are estimates only and are subject to field verification by the Landscape Contractor. The planting schedule shall override plant labels. H. The Owner /Responsible agent shall notify the Landscape Architect of any special requirements of the planting plan, such as deer resistant planting etc... 1.2 COORDINATION OF CONDITIONS: A. The Landscape Contractor shall be responsible for coordinating the work of his crew and his subcontractors concerning performance of the landscape work. The Landscape Contractor shall also be responsible for the proper workmen as well as all subcontractors and their employees who perform on this project. B. Coordination with the Landscape Architect: The Landscape Contractor will pay close attention to conditions and circumstances for which the Landscape Architect is to inspect and approve. Failure of a timely notification to Landscape Architect regarding any variances in said conditions and circumstances will result in work being removed and reinstalled at the Landscape Contractors expense. C. Landscape Contractor is responsible for locating all utilities prior to installation and/or Construction. D. Landscape Contractor shall not alter or damage any structure or existing plant material to remain on property during installation. 1.3 EXAMINATION AND VERIFICATION OF DRAWINGS AND SITE: A. It shall be the Landscape Contractor's responsibility to report to the Landscape Architect any deviations between drawings, specifications and the site. Failure to do so prior to the installation of materials will result in replacing and/or relocating materials and shall be done at the Landscape Contractor's expense. 1.4 CLEAN-UP: A. At reasonable regular intervals during the installation of the work, the Landscape Contractor shall clean up the site and dispose of waste materials, rubbish, and debris caused by their operations. B. When site work involves movement of soil or other materials that could stain or discolor walks and pavements, then the Landscape Contractor shall clean up daily before leaving job site and remove all materials that may stain or discolor. 1.5 SOIL SAMPLES: A. The Landscape Contractor shall collect soil samples of the areas to be landscaped, submit samples to an appropriate testing agency, obtain results and deliver same to the Landscape Architect. Soil sample boxes may be obtained from the County Agent's office. Location and quantity of samples to be taken are as follows: 1. Two samples of areas to be grassed, taken after the areas are prepared for sodding. 2. Two samples of planting beds taken after the beds are prepared for planting. B. The same lab shall be used for all samples to ensure accurate results. PART 2 - PRODUCTS 2.1 RELATED LANDSCAPING MATERIAL: A. DESCRIPTION: This section covers the furnishing and installation of all items associated with the landscaping as called for in this contract. B. FERTILIZER: Tree and shrub fertilization shall be carried out according to ANSI A300 Part 2 Tree, Shrub, And Other Woody Plant Maintenance - Standard Practices (Fertilization). Fertilizer for perennials and annuals shall be in the form of a complete fertilizer (10-10-10). Verify all plant nutrient requirements through soil test. C. TOPSOIL: Topsoil to be used for backfilling plant pits shall consist of fertile, friable soil and shall contain a normal amount of organic matter. It shall be reasonably free from subsoil, refuse, heavy or stiff clay, stones larger than one inch in size, coarse sand, and noxious substances. Topsoil shall be free from toxic amounts of either acid or alkaline elements and shall be capable of sustaining healthy plant growth. D. MULCH: Industry standard mulch as specified by the Plant Schedule. All mulch must be clean and free of trash and debris. E. STAKING AND GUYING MATERIALS: 1. Specified DeepRoot ArborTie green staking and guying material is to be flat woven polypropylene material. 3/4" (19.05mm) wide with a 900 lb. break strength. ArborTie shall be fastened to stakes in a manner which permits tree movement and supports the tree. 2. The ArborTie material shall be secured with an ArborKnot according to manufacturer instructions. 3. Guy Stakes: Sound, durable lumber with minimum uniform cross-section above point 2"x 2" nominal dimensions; capable of withstanding above ground and underground conditions until final inspection; or steel rod, minimum of 1/2" diameter. F. ROOT BARRIER 1. Tree Root Barriers shall be required to prevent roots from coming into contact with architectural elements and utilities. Install per manufacturers specifications. G. SOIL AMENDMENTS OR CONDITIONING MATERIALS: 1. Aluminum Sulfate: Unadulterated, in manufacturer's original, unopened container labeled with analysis and net weight. Use to acidify soil (lower pH) if necessary. 2. Limestone: Raw, ground agricultural limestone, containing at least 90 percent calcium carbonate; 90 percent shall pass No. 10 sieve and 50 percent shall pass No. 50 sieve. Use to decrease acidity of soil (raise pH if necessary). 3. Shredded Bark: Commercial horticultural preparation finely ground, free of extraneous and harmful matter. 4. Peat: Shall be peat moss finely shredded, consisting of 90 percent organic moss peat, be brown in color and suitable for horticultural purposes. 2.2 LANDSCAPING PLANT MATERIALS A. DESCRIPTION: This section covers the quantities, sizes, and other specifications for plant material to be furnished and installed as a part of this Contract. B. DEER RESISTANT PLANTS: Some Of The Plants Indicated On This Plan May Have A Resistance To Deer. However, If The Deer Are Present In Large Enough Numbers Or Are Hungry Enough They Will Eat Whatever May Be Available. C. PLANT SIZES: Plant sizes specified for plants in this contract are as recommended by the American Association of Nurserymen. Plants will be specified as 12"-15" plants, 18"-24" plants, etc. D. MEASUREMENT: Plants are not to be stretched in order to obtain a measurement. Measurements will be taken from plants in their natural state and planted. Height of plants will not be measured to the tip of the tallest terminal, but will be measured as average height of plant. Spread of plants shall be measured as average spread. E. AVERAGE SIZE: If a bed or group of plants is specified to be 18"-24", then the entire group of plants shall average 21" in spread or height (whichever is applicable). A group of plants just slightly meeting an average of 18" would be rejected. F. DEVIATION: The Landscape Contractor may, upon approval of the Landscape Architect, install plants larger than specified, but no additional payment will be granted for such deviation. Under no conditions, except as stated above, will plants smaller than specified be installed under this Contract. G. NOMENCLATURE: Names of plants required for use as trees, shrubs, vines, groundcovers, etc., conform generally with names accepted in nursery trade. In the event of dispute, authority will be Standardized Plant Names, Second Edition, American Joint Committee of Horticulture, 1942, J. Horace McFarland Co., Harrisburg, Penn. H. SUBSTITUTIONS: Plants in the variety and/or sizes specified that are unobtainable must be substituted only through a request and approval method. If a specified plant cannot be located, then the Landscape Contractor shall contact the Landscape Architect and notify them of which plants are unavailable. The Landscape Architect, if unable to locate said plant, will approve an appropriate substitution. I. SPECIFICATIONS: Except when stated otherwise, specifications for measurements, quality and grade in Materials List (see Drawings) refer to USA Standards for Nursery Stock (USA Standards Institute of Nurserymen). In case of conflict of stated measurements, use greater requirements. All plant material shall comply with the American Standard For Nursery Stock (ANSI Z60.1-1996). J. CONDITION OF PLANTS SUPPLIED: Well-shaped within normal habit of growth, sound, healthy, vigorous, of proper color, and free from insect pests, disease of physical injury. PART 3 - EXECUTION 3.1 PREPARING PLANT PITS AND BEDS: A. All plant pits and beds are to be prepared as follows: 1. Plant Pits: Holes dug for planting plants are to be at least 10" wider and at least 6" deeper than the plant container or root ball. 2. Plant Beds for Herbaceous Flowers: Areas to be planted with herbaceous flowers (pansy, kale or cabbage) are to have a minimum of 6" of quality topsoil over the entire area. Two inches of cow manure shall be spread over the entire area and thoroughly incorporated and mixed with the top 6" of topsoil with a power tiller. 3. Plant Beds for Grassing: See Grassing Specifications. 4. Landscape Contractor shall be responsible for installing a root growth barrier in all locations where plant roots may come into contact with architectural elements (Foundations, Walls, Sidewalks, Pools...etc) or utilities. 5. All planted areas will be pre-emerged to inhibit weed germination. 6. All ericaceae family plants shall be planted in raised beds, minimum 4" height with 50% organic humus, 30% soil, and 20% sand. 3.2 PLANTING: A. All Plants shall be planted according to the latest accepted techniques for planting plant materials as recommended by the American Association of Nurserymen and as shown on the planting details in the Drawings. B. All plant material shall comply with the American Standard For Nursery Stock (ANSI Z60.1-1996) C. See planting details sheet for proper method of installing plant material. A copy of the planting details sheet will be provided by the Landscape Architect if not a part of this plan set. 3.3 FERTILIZATION: A. Trees and shrubs are to be fertilized according to ANSI A300 Part 2 - Tree, Shrub, And Other Woody Plant Maintenance - Standard Practices (Fertilization) B. Annual and Perennial Fertilization should occur at the rate of 1 pound per 100 square feet of bed area or a complete slow-release fertilizer following label directions. C. Grass: See Grassing Specifications. 3.4 BACKFILL OR PLANTING MIXTURE: A. The backfill or planting mixture to be placed in plant pits around trees and shrubs shall contain a mixture of two (2) parts topsoil to one (1) part of soil conditioner, which shall be peat moss or humus, shredded hardwood or softwood bark mulch. These materials may be hand mixed as planting is installed. 3.5 CONSTRUCTION OF BASINS OR SAUCERS: A. Basins with a depth of 2" shall be constructed around all plant bed or individual planted trees or shrubs. 3.6 WATERING: A. All plantings shall be thoroughly watered by the Landscape Contractor at the time of the planting. B. If in contract: irrigation system shall cover 100% of all lawn and planting bed areas. Irrigation water shall not come in contact with any building, structure or pavement. 3.7 PLANT ROOT PROTECTION: A. All balled and burlapped plants are subject to be opened and inspected by the Landscape Architect. Any undersized, broken, or dried-out balls will be reason for rejection. 3.8 MULCHING: A. All planting beds and areas designated as mulch to have 2"- 3" depth of mulch. All liriope and mondo grass areas shall be mulched with 1"- 2" of mulch. See planting schedule for mulch type. B. All trees located in sod areas shall have a mulch ring around them. 3.9 SEEDING /SOD: A. The Landscape Contractor shall be responsible for furnishing and installing all grassing/sod as shown on the plans or called for as a part of these specifications. B. The areas to receive grass are to be brought to the grades as shown on the grading plans and approved by the Landscape Architect prior to grassing. The sod bed should be loose and friable just prior to applying sod. C. Areas to receive seed / sod shall be clean of debris and weed free. D. Soil shall be amended per soil test recommendations prior to seed / sod installation. E. All seed shall be applied per manufacturers specifications. F. All sod placed on slopes shall be pinned in place to prevent sliding. G . After Installation sod surface should be smooth and flat with no gaps. 3.10 MAINTENANCE A. The height of any plant materials within the sight triangle shall be maintained as required per applicable City/County codes. B. Owner shall consider the maintenance requirements of all plant materials for this project. C. Trees and shrubs shall be maintained according to ANSI A300 and the companion Best Management Practices. 3.11 WARRANTY A. The Landscape Contractor shall warrant all work (including plants and trees) for a period of 1 year, replacing all dead or non-functional items at no cost to the Owner. B. Landscape Contractor shall remove tree stakes and guying after 1-year warranty period has ended. - - END OF SECTION 02900 - - Landscaping And Irrigation Are Not Included In This Contract. Drawings Are Included For Informational/Coordination Purposes Only. Mozingo + Wallace ARCHITECTS, L.L.C. architecture interiors construction management 618 chestnut road, suite 205 myrtle beach, s.c. 29572 phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC SECTION 2000 SITE WORK O.S.E. JOB # H59-N853-MJ sheet title SPECIFICATIONS date JUNE 11, 2014 revision date sheet no. L-5.0 of 9 TIS-240 Bidding Specifications PART 1 EXTENT: TIS-24-OD 1.1 Irrigation design is schematic only. Tree dieback, decline,roots due to trenching, vibratory plowing, or earth sawing operations. During irrigation system installation, no irrigation line is to be installed within the dripline of a tree canopy. 1.2 The scope of work for the Contractor shall include furnishing all labor, materials and equipment for the proper Installation of the irrigation system. The work includes, but is not necessarily limited to, the following: (1) Trenching and Backfill; (2) Automatically controlled irrigation system; (3) Test all systems and make operative; (4) "As-Built" Drawings. Model Number TIS - Intelli-Sense PART 2 GENERAL: 2.1 Permits and Fees: a. Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Inspection required by local ordinances during the course of construction shall be arranged as required. On completion of all work, satisfactory evidence shall be furnished Landscape Architect to show that all work has been installed in accordance with the ordinances and code requirements. 2.2 Approval: Whenever the terms "approve", "approval" or "approved" are used in the specifications, they shall mean the approval of the Owner / Landscape Architect in writing. 2.3 Before any work is started, a conference shall be held between the Contractor and the Owner concerning the work under this Contract. 2.4 The Contractor shall coordinate with the General Contractor for the installation of the irrigation system. Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible.The Contractor shall be responsible for coordinating the work of his crew and his subcontractors concerning performance of the landscape work. The Contractor shall also be responsible for the proper workmen as well as all subcontractors and their employees who perform on this project. 2.5 Inspection of Site: a. Contractor shall acquaint himself with all site conditions. Contractor is responsible for locating all utilities prior to installation and/or Construction. Should utilities not shown on the plans be found, Contractor shall promptly notify the Owner / Landscape Architect for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown in plans. b. Contractor shall make necessary adjustments in the layout as may be required to connect to existing stub-outs, should such stubs not be located exactly as shown, and as may be required to work around existing work at reasonable cost to the Owner. 2.6 Protection of Existing Plants and Site Conditions: a. The Contractor shall take necessary precautions to protect site conditions. Should damage be incurred, the Contractor shall repair the damage to its original condition at his own expense. (1) The Owner / Landscape Architect reserves the right to substitute, add or delete any material or work as the work progresses. Adjustment to the contract price shall be negotiated if deemed necessary by the owner. (2) The Owner / Landscape Architect reserves the right to reject material or work, which does not conform to the Contract Documents. Rejected work shall be removed or corrected at the earliest possible time. 2.7 Work Schedule: a. Within 10 days after award of the Contract, the Contractor shall submit to the Owner a work schedule. 2.8 "As-Built" Irrigation Drawings: a. Prepare an "As-Built" drawing on a blue line print which shall show deviations from the bid documents made during construction affecting the main line pipe, controller, locations, remote control valves, quick-coupling valves, and all sprinkler heads. The drawings shall also indicate and show approved substitutions of size, material, and manufacturer's name and catalog name and catalog number. The drawings shall be delivered to the Owner and Landscape Architect before final acceptance of work. 2.9 Final Acceptance: a. Final acceptance of the work may be obtained from the Owner upon the satisfactory completion of all work. 2.10 Guarantee: a. All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and from leaks or other defects in material, equipment and workmanship to the satisfaction of the Owner. Repairs, if required, shall be done promptly at no cost to the Owner. PART 3 MATERIALS Type Cabinet Style 24 -24 Stations OD - Outdoor Specifications Number of Stations: 24 Housing type: Outdoor-rated, UV and Flame-resistant, Locking, High Impact Plastic Case w/internal transformer Controller Technology: Dial Hybrid, large, 3-line display screen and simple rotary knob selection for programming Four programming modes: Automatic, with daily ET Everywhere downloads User-defined programming with daily ET Everywhere downloads User-defined programming without daily ET Everywhere downloads Off Stations are assigned to one of three schedules, two for Automatic Programming (A & B) and one for User-Defined programming (U). Schedules control active water days, irrigation start time, and water window duration. Automatic programming allows user to input plant types, root depth, soil types, plant coefficients, sprinkler types and other site parameters for precise irrigation scheduling based on actual site conditions. Built-in, one-way pager to receive daily ET Everywhere weather data. Compatible with an externally-mounted antenna as a service kit when controller locations warrant improved reception. Selectable maximum back-up ET Last downloaded ET values including time and date stamp Display of weekly ET values from previous 7-day accumulation Cycle and soak programming allows up to 16 cycles per start time 365-day calendar to program month, date and time of day, including time zones and automatic updating for daylight savings as an optional function Sequential stacking of overlapping start times to operate one station at a time or run up to four stations simultaneously if site conditions can support capacity and pressure requirements and controller can support electrical requirements. Active Watering days: 365-day calendar, by week, by month, Odd/Even days and Interval Day (from 1-30) Selectable crop coefficients (Kc values) for custom plant types Short detection and programming conflict alerts Independent Station Adjust: Allows individual station adjustments from -50% to +25% in 5% increments Copy button to decrease initial programming time Review mode, to see the schedule and program for each individual valve Help feature to assist with programming questions or communication issues Built-in alert functions for short detection of solenoids or wire shorts as well as programming conflicts Manual operation of individual valve stations from 1-99 minutes in 1-minute increments Selectable water window for choosing length of watering window Non-volatile memory: Maintains programs in a power outage; program retained up to 10 years. Rain Sensor: Compatible with a normally closed rain sensor with bypass switch on the terminal board Transformer Input: 120 VAC., 50/60 Hz, 0.5A Individual Station Output:, 0.5A maximum per station Master Valve/Pump Start Relay Output: 24 VAC, 0.325A max. Transformer Maximum Output: 24 VAC, 50/60 Hz, 50 VA (1.25A) max. Total Fuse: 250V, 2.0A, Slow-Blow (102-3406) Master Valve/Pump Start: Default is on when any valve station actuated Operating Temperature Range: 32°F to 140°F (0°C to 60°C) Storage Temperature Range: -22°F to 149°F (-30°C to 65°C) Station Output Surge Protection: Large MOVs and inductors provide protection against voltage and current surges up to 6 KV Dimensions: Height: 8-1/2” (241.3 mm) Width: 11-5/8” (190.5mm) Depth: 5-3/4” (146.1 mm) Wiring conduit provisions: Power - 0.50” Field - 2.00” Aux. - 0.50” Comes standard with screwdriver for convenience English language only Warranty: 5 Years The irrigation controller shall use dial hybrid control technology and be capable of automatic, semi-automatic and manual operations. All programming shall be accomplished by use of a simple programming dial, a copy button, two selector knobs and a large, three-line display for ease of programming. The controller shall be offered in an outdoor cabinet made of high-impact plastic. The controller shall have a key lock enclosure that is weather-, flame- and UV-resistant. The controller shall carry a 5-year warranty. The controller shall have fixed station counts of 24 stations capable of being programmed in one of four modes: 1) Automatic Mode - Calculates station run times, cycles and active watering days and adjusts these values based on daily ET values downloaded from the ET Everywhere subscription service. In the fully automated mode, the controller will ask for site- specific data for each station from look-up files within the WeatherTRAK-enabled Scheduling Engine. These sites values are: Sprinkler type. The choices are: • Spray Head (Default Setting) • Full Circle Rotor • Part Circle Rotor • Mixed Rotors • Full Circle Impact • Part Circle Impact • Mixed Impacts • Stream Rotors • Bubbler • Drip Emitter • Stream Spray Precipitation Rates. Default precipitation rates correspond to each sprinkler type identified above. The user can increase or decrease these pre-determined values from 0.1 9.9 inches per hour. Sprinkler Efficiencies. Again, default sprinkler efficiencies correspond with the sprinkler type chosen. The user can increase or decrease these pre-determined values from 10%-99%. Soil Type. There are five soil types reflecting USDA soil texture classifications: o Sandy (Default Setting) o Sandy Loam o Loam Clay Loam o o Clay Plant Type. There are 16 choices for plant types, each with default crop coefficient values (Kc) and root depths that help determine watering needs for healthy plant growth. The choices are: • Cool Season Grass (Default Setting) • Warm Season Grass • Combined Grass • Flowers • Trees • Shrubs High Water Use • Shrubs Medium Water Use • Shrubs Low Water Use • Mixed High Water Use • Mixed Medium Water Use • Mixed Low Water Use Native Plants Native Grasses Custom Plant A Custom Plant B Custom Turf Root Depth. A pre-determined root depth corresponds to the plant material chosen from the previous selection. The root depths can be customized from 2” to 36” in 1” increments. Solar Aspect. The amount of sunlight that each valve location receives can also be identified. The choices are: • Sunny All Day (Default Setting) • Sunny Most of the Day • Shady Most of the Day • Shady All Day Slope Factor. The amount of grade change within a valve location will also impact run and cycle times. The choices for these are: • None/Slight (0-5% Grade) (Default Setting) • Gentle (6-8% Grade) • Mild (9-12% Grade) • Moderate (13-20% Grade) • Steep (>20% Grade) Sprinkler Location. In applications where slopes are being irrigated, the location of the sprinklers associated with a valve may also increase or decrease watering times and cycles. A row of sprinklers at the bottom or toe of a slope could require up to a third less than a row of sprinklers at the top of the slope. The choices are: • None, No Slope Set (Default Setting if no slope) • All Parts of Slope (Default Setting if slope > none) • Top of Slope • Middle of Slope • Bottom of Slope 2) User-programmed with ET Mode - User-defined irrigation active watering days, station run times and cycles and adjusting these values based on daily ET value downloads from ET Everywhere subscription service. 3) User-programmed without ET Mode - User-defined irrigation active watering days, station run times, cycles without daily ET value adjustments from ET Everywhere subscription service. 4) Off Mode - All specified irrigation active days, start times, station run times and cycles are suspended permanently for that station. All stations shall be capable of individual station run times from 0.1- 99.0 minutes per watering cycle in 0.1-minute increments. All stations can run up to 20 watering cycles per irrigation day. The controller shall have three schedules to which stations can be assigned - two for Automatic Programming (A & B) and one for User-Defined programming (U). Schedules control active water days, irrigation start time, and water window duration. The controller shall have a 365-day calendar that provides selection of active watering days in any one of the following choices: 1) Set By WeatherTRAK - Watering days selected per current ET data supplied by the WeatherTRAK ET Everywhere service. 2) Days-of-Week - Specified days of the week for each month. 3) Odd/Even - All odd- or all even-numbered days. 4) Interval - Active days based on a recurrent interval ranging from 01 (every day) to 31 (every 31st day). The controller shall have the ability to program non-water days based on days of the week. The controller shall have the option of selecting an overall water window in duration. The stop time is identified as a specific time and is a hard stop. All irrigation will be discontinued at the stop time. The controller shall have a COPY button for the purposes of copying program information when stations share common attributes. Any program information that is copied from one station to the next is still capable of editing as needed to further define site-specific information. The Alert function will identify any programming conflicts in order to avoid under-watering. Unfinished watering is carried over to the next allowable watering day. The controller shall have a HELP mode in which to locate assistance for programming or communication issues. This mode can be chosen by turning the selector dial to the HELP position. The controller shall have Seasonal Adjust feature by individual station from -50% to + 25% in 5% increments without altering start times or active watering days. The controller shall be capable of manual operation on specific or all stations by choosing the Manual Station dial position and selecting Specific or All Stations, then entering a station run time in minutes. Once station run times are entered, the first station in numerical sequence will begin operation. The remaining run time will be displayed as each station runs. The controller shall be compatible with a normally closed rain sensor of the same manufacturer which is capable of automatically overriding all irrigation programming functions when activated. All stations can be operated manually to ignore the rain sensor's active state for testing, supplemental watering and other water override needs. The controller shall also have the ability to be programmed for rain pause from 1-14 days. The controller shall have alert functions for both programming conflicts and solenoid or wire short detection. If a short is detected during scheduled irrigation, the controller will make an audible beep. The controller will move to the next station in the scheduled sequence and complete the scheduled irrigation program. For programming conflicts, the controller will display warnings in either the Water Window Status display or the Water Day Status display. The controller shall have the capability of reviewing all previously entered programming data. This function can be accessed by positioning the dial selector to the Review mode to display station run times, cycles and active days. The controller shall also have heavy-duty surge protection on the 24-volt station output side consisting of large MOVs and inductors. This feature shall have the ability to withstand surges and voltage spikes up to 6 KV. The controller shall use non-volatile memory to retain all programming information. During a power outage, the time and date is maintained for up to five days without a battery back-up. The controller shall have a power input of 120 VAC (+/- 10%), 60 Hz and be capable of operating up to two 24-volt VAC solenoids per station up to a 0.5A max per station (holding current) and a 24-volt VAC pump/master valve output circuit with a 0.375A maximum. Total controller output shall not exceed 1.25 amp (50 VA) at 24 VAC. The controller shall be developed by an ISO 9000-certified facility. The controller model number TIS-24-OD shall be manufactured by The Toro Company, Irrigation Division. 570Z SERIES SPRINKLERS BIDDING SPECIFICATIONS Note: These specifications were current at the time of publication but are subject to change at any time without notice. Please confirm the accuracy of these specifications with the manufacturer and/or distributor prior to installation. The sprinkler shall be of the fixed-spray type designed for in-ground installation. The sprinkler shall be capable of accepting all 570 series spray, stream, flood, and microspray nozzles and male-threaded risers and extenders. The sprinkler shall operate within a 20-75 PSI (1.4-5.2 Bar) pressure range. The sprinkler shall have an in-riser pressure regulator that maintains constant 30 PSI (2.5 Bar) outlet pressure to eliminate misting and fogging caused by pressures above 30 PSI (2.5 Bar). The sprinkler shall have a high-flow shut-off device built into the riser that restricts water loss if the nozzle is removed or damaged, eliminating potential erosion or safety issues. The shut-off device shall allow for nozzle and filter replacement or maintenance while the system is running. The body of the sprinkler shall be injection molded from ABS, a non-corrosive, impact-resistant, UV-resistant, heavy-duty plastic material. The sprinkler shall have a color-coded riser screen filter, stainless steel or plastic, appropriately sized to prevent entry of foreign material to the nozzle. All parts shall be removable through the top of the sprinkler case. The sprinkler shall have a single-piece riser/body seal, that flushes only upon retraction to clear any debris from around the riser, and a stainless-steel spring to ensure positive retraction. The seal shall have no flush during pop-up to allow the maximum number of sprinklers per station. The seal shall be a single piece injection molded from Alcryn, a synthetic rubber. The sprinkler shall be capable of nozzle alignment via a two-piece ratcheting riser. The sprinkler shall be available in models with a check valve or standard models shall be capable of accepting a check valve that will prevent low head drainage with elevation differences up to 10' (3m). A 1/2" (13mm) NPT plug shall be provided with all side inlet models to plug the unused inlet. A degradable flush plug and plunger shall be factory-installed to eliminate debris intrusion during installation and line flushing. A lavender effluent water cap shall be available, factory pre-installed. A lavender effluent water cap cover shall also be available and capable of snap fitting to all sprinkler caps. 570Z-PRX-4PThe sprinkler shall be of pop-up design with an overall body height of 6-1/4" (156mm), a body diameter of 1-3/8" (35mm) , a cap diameter of 2" (50mm) , and having a pop-up stroke of 4-1/4" (108mm).570Z-PRX-6P and 570Z-PRX-6P SIThe sprinkler shall be of pop-up design with an overall body height of 8-1/4" (210mm), a body diameter of 1-3/8" (35mm), a cap diameter of 2" (50mm), and having a pop-up stroke of 6-1/4" (156mm).The sprinkler shall be developed and manufactured by an ISO 9001-certified facility. The sprinkler shall be a model number ______________________ and shall be manufactured by The Toro Company, Irrigation Division, Riverside, California, USA. TPV and TPVF SERIES VALVES BIDDING SPECIFICATIONS Note: These specifications were current at the time of publication but are subject to change at any time without notice. Please confirm the accuracy of these specifications with the manufacturer and/or distributor prior to installation. The 1" TPV or TPVF Series valve shall be of globe configuration with a variety of body styles including Female x Female, Male x Male, Male x Barb, and Slip by Slip. Construction: The valve body shall be constructed of corrosion- and UV-resistant PVC material. Design of valve shall be high flow, low friction loss and shall include optional flow control for precise flow adjustment and manual shut off. Valve shall have patented debris tolerant DBS Technology™ to accommodate dirty water conditions. The valve shall have a self-cleaning, stainless-steel metering pin to protect bleed ports and to purge contaminants without the use of a filter screen. Valve shall have internal and external bleed for manual operation and flushing. Slip models will include patent pending Glue Stop™ to ensure downstream exhaust ports do not get clogged upon installation. Valve shall have a removable tamper-resistant flow control handle. Valve shall have a rugged, double-beaded SANTOPRENE® diaphragm. Valve shall have a positive self aligning bonnet with captured screws. Valve shall have a high-strength, ribbed bonnet. Valve shall be serviceable without needing to be removed from system. Valve shall be powered by a 24 V ac encapsulated solenoid, 0.4 amp inrush and 0.2 amp holding current. Operation: Valve shall have a working pressure range from 10 psi minimum to 175 psi maximum and recommended flow range from 0.1 to 40 GPM. PART 4 WORKMANSHIP: 4.1 Lay out work as accurately as possible to the drawings. The drawings, though carefully drawn, are generally diagrammatic. 4.2 The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments at no additional cost to the Owner. 4.3 Any major revisions to the irrigation system must be submitted and answered in written form, along with any change in contract price. PART 5 INSTALLATION: 5.1 Excavating and Trenching: a. Perform all excavations as required for the installation of work included under this section, including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations to their original condition and in a manner approved by the Owner / Landscape Architect. b. Trenches shall be made wide enough to allow a minimum of 6 inches between parallel pipelines. Trenches for pipelines shall be made of sufficient depths to provide the minimum cover from finish grade as follows: (1) 18" minimum cover over main lines. (2) 12" minimum cover over control wires from controller to valves. (3) 12" minimum cover over lateral lines to heads. c. Maintain all warning signs, shoring, and barricades as required by the Safety Orders of the Division of Industrial Safety and any local ordinances. 5.2 Pipe Line Assembly: a. Install control valves where shown and group together where practical; place no closer than 12 inches to walk edges, buildings, and walls. All valves should be installed in planting beds. None should be located in sod areas. b. Plastic pipe and fittings shall be solvent weld 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 bristly brush. c. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. d. Make all connections between plastic pipe and metal valves or steel pipe with threaded fittings using plastic male adapters. 5.3 Sprinkler Heads: a. Install all sprinklers as detailed on drawings. 5.4 Closing of Pipe and Flushing Lines: a. Cap or plug all 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 installation. b. Thoroughly flush out all water lines before installing heads, 5.5 Valves and Other Hydrants. a. Test in accordance with paragraph on Hydrostatic Tests. b. Upon completion of the testing, the Contractor shall complete assembly and adjust sprinkler heads for proper distribution. 5.6 Hydrostatic Tests: a. Request the presence of the Owner in writing at least 48 hours in advance of testing. b. Testing to be accomplished at the expense of the Contractor and in the presence of the Owner. c. Center load piping with small amount of backfill to prevent arching or slipping under pressure. d. Apply a continuous and static water pressure of 60 p.s.i. when welded plastic joints have cured at least 24 hours and with the risers capped as follows: (1) Main lines and sub mains to be tested for 12 hours. (2) Lateral lines to be tested for 2 hours. e. Repair leaks resulting from tests. 5.7 Automatic Controllers: a. Connect control valves to controller in a clockwise sequence to correspond with station setting beginning with Stations 1, 2, 3, etc. 5.8 Automatic Control Wiring: a. Install control wires, sprinkler mains and laterals in common trenches wherever possible. b. Install control wires at least 18" below finish grade and lay to the side and below main line. Provide looped slack at valves and snake wires in trench to allow for contraction of wires. c. Control wire splices will be allowed only in runs of more than 500 feet. Connections shall be as detailed. d. All wire passing under existing or future paving, construction, etc., shall be encased in plastic or galvanized steel conduit extending at least 12" beyond edges of paving or construction. 5.9 Backfill and Compacting: a. After system is operating and required tests and inspections have been made, backfill excavations and trenches with clean soil, free from rubbish. b. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 90% density. c. Compact trenches in areas to be planted by thoroughly flooding and backfilling. d. Dress off all areas to finish grades. PART 6 CLEAN-UP: 6.1 All paved areas are to be kept clean of any material that could result in staining. 6.2 Remove from the site all debris resulting from work of this section. - - END OF SECTION 2800 - - Mozingo + Wallace ARCHITECTS, L.L.C. architecture interiors construction management 618 chestnut road, suite 205 myrtle beach, s.c. 29572 phone 843-449-8000 fax 843-449-1113 e-mail mozwall@aol.com THIS DRAWING IS AN INSTRUMENT OF SERVICE OF MOZINGO + WALLACE ARCHITECTS WHO SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THIS DRAWING MAY NOT BE REPRODUCED NOR DISTRIBUTED IN ANY FORM, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF MOZINGO + WALLACE. HGTC - Landscape, Irrigation and New Well for Conway Campus CONWAY, SC 2820 IRRIGATION SYSTEM O.S.E. JOB # H59-N853-MJ sheet title SPECIFICATIONS date JUNE 11, 2014 revision date sheet no. Landscaping And Irrigation Are Not Included In This Contract. Drawings Are Included For Informational/Coordination Purposes Only. L-6.0 of 9
