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HomeMy WebLinkAboutGuthrie's Restaurant Site PlanNO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 FO R R E F E R E N C E O N L Y NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 INSPECTOR NOTES TO CONTRACTOR BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: DO - Dorovan soils Se - Seagate fine sand Le - Leon sand 1.REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES. 2.SMITH CREEK WATERSHED IS THE RECEIVING WATER BODY OF STORMWATER DISCHARGE FROM THIS SITE. 3.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 4.STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. 5.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE. OUTFALLS OUTFALL 1: DRAINS TO NCDOT OVERFLOW PIPE OUTFALL 2: DRAINS TO MASTER POND IN THE MIDDLE SOUND WEST DEVELOPMENT. DISTURBED AREA LIMITS OF DISTURBANCELOD PROPOSED ESCP LEGEND EXISITNG MAJOR CONTOUR EXISITNG MINOR CONTOUR BUILDING FOOTRINT XX XX XxX SOIL TYPE TEMPORARY SILT FENCE. SEE DETAIL SHEET C902 SOIL TYPE BOUNDARY PERMANENT STORM PIPE CONSTRUCTION ENTRANCE. SEE DETAIL SHEET C902 INLET PROTECTION. SEE DETAIL SHEET C902 CONCRETE WASHOUT STATION. SEE DETAIL SHEET C903WS IP CE SP SF LOD 0.00%SLOPE ARROW BF > DITCH/SWALE FLOWLINESW SF SILT FENCE OUTLET. SEE DETAIL SHEET C903SFO TOTAL: +/- 1.4 ACRES UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) Le n d i r e R o a d LOD LO D LO D LOD LO D LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF Le DO Se 2. 0 3 % 1.30% 2. 3 1 % 1. 1 0 % 0. 2 5 % 1.17 % 0.4 2 % 1.3 0 % 1. 9 0 % BF IP IP IP WS CE 46 4 6 45 45 45 45 45 45 44 44 44 45 46 45 44 43 42 45 46 45 46 46 46 46 45 4 5 100' 24' SFO SFO IP IP IP IP IP IP IP Pl o t t e d B y : Ne a l e , J a c o b S h e e t S e t : Og d e n G u t h r i e s L a y o u t : C2 0 2 - E S C P P H 1 Ju l y 1 5 , 2 0 2 5 0 1 : 5 6 : 4 5 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 c o l u m b i a d e v e l o p m e n t \ 0 0 1 - o g d e n g u t h r i e s \ 0 2 - D W G \ p l a n s h e e t s \ C 2 0 2 - E S C P P H 1 . d w g ER O S I O N C O N T R O L PL A N - P H A S E 1 C202 07 / 1 5 / 2 0 2 5 JD N JD N AM R This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 N O R T H NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 LIMITS OF DISTURBANCELOD PROPOSED ESCP LEGEND MAJOR CONTOUR MINOR CONTOUR EXISITNG MAJOR CONTOUR EXISITNG MINOR CONTOUR BUILDING FOOTRINT XX XX XX XxX SOIL TYPE > DITCH/SWALE FLOWLINE SF TEMPORARY SILT FENCE SOIL TYPE BOUNDARY PERMANENT STORM PIPE TP TREE PROTECTION FENCE SWPPP INFORMATION SIGN CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT STATION TEMPORARY STORM PIPE PERMANENT SEEDING/STABILIZATION TEMPORARY SEEDING/STABILIZATIONTS PS E.C. BLANKET/SLOPE STABILIZATION (UNLESS OTHERWISE SPECIFIED)NAG DS250 OR EQUAL ECB SILT FENCE BREAKSFB WS IP CE SIS VP SP TP SF SW LOD 0.00%SLOPE ARROW / FLOW ARROWSA XX INSPECTOR NOTES TO CONTRACTOR BETH WETHERILL NEW HANOVER COUNTY EROSION CONTROL SPECIALIST (910) 798-7432 SOIL TYPES LEGEND: DO - Dorovan soils Se - Seagate fine sand Le - Leon sand 1.REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES. 2.SMITH CREEK WATERSHED IS THE RECEIVING WATER BODY OF STORMWATER DISCHARGE FROM THIS SITE. 3.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 4.STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. 5.EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE. OUTFALLS OUTFALL 1: DRAINS TO NCDOT OVERFLOW PIPE OUTFALL 2: DRAINS TO MASTER POND IN THE MIDDLE SOUND WEST DEVELOPMENT. DISTURBED AREA TOTAL: +/- 1.4 ACRES UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) Le n d i r e R o a d 2''W 2''W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W G G G G G G 6''S S 6''S S 6''S S W W 2''W 2''W W M M 2''W 2''W S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S W W W W W W W W W W S 6'' S S 6'' S S 6'' S S STOP STOP BSL BS L BS L BS L BS L BS L BS L BSL BSL LSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B ST O P STOP DO NOT ENTER 4546 47 46 47 44 43 4 544 4 4 44 43 45 4 5 45 4545 45 45 45 45 4 5 45 45 45 46 46 46 46 46 45 44 44 44 44 4 444 LOD LO D LO D LOD LOD LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD Le DO Se FFE:46.00 IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP Pl o t t e d B y : Ne a l e , J a c o b S h e e t S e t : Og d e n G u t h r i e s L a y o u t : C2 0 3 - E S C P P H 2 Ju l y 1 5 , 2 0 2 5 0 3 : 2 2 : 3 4 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 c o l u m b i a d e v e l o p m e n t \ 0 0 1 - o g d e n g u t h r i e s \ 0 2 - D W G \ p l a n s h e e t s \ C 2 0 3 - E S C P P H 2 . d w g ER O S I O N C O N T R O L PL A N - P H A S E 2 C203 07 / 1 5 / 2 0 2 5 JD N JD N AM R This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NO R T H CAROLI N A A L E X M. RO D R I G UEZE NGI N E E R PRO F E S SIO N A LSEAL 057029 NORTH NO R T H CAROLI N A A L E X M. 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':*?SOanVheetV?&1  *R'* 'R1* 2$.dwg GRADING AND DRAINAGE PLAN C0171-'1 -'1 $MR SEE SHEET C0 FOR STORM PROFILES 12R7H ,1 S ( 7 $ ,1 S ( 7 $ S& $ L ( 1  1  12R 7 H 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W G G G G G G 6''S S 6''S S 6''S S W W 2''W 2''W W M M 2''W 2''W S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S W W W W W W W W W W S 6'' S S 6'' S S 6'' S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE MDUNHW SWUHHW US HLJKZD\ 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) LH Q G L U H R R D G STOP STOP BSL BS L BS L BS L BS L BS L BS L BSL BSL LSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B ST O P STOP DO NOT ENTER 2" RP= BACKFLOW PREVENTER 2" DOMESTIC WATER METER1" IRRIGATION WATER METER 1" RP= BACKFLOW PREVENTER 1" IRRIGATION WATER LINE CONNECTION 2" BLACK POLY WATER LINE CONNECTION POINT OF GAS SERVICE TO CONNECTION TO BE INSTALLED BY GAS COMPANY POINT OF GAS SERVICE CONNECTION. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. 1/2" HOT WATER AND COLD WATER LINE WITH HOSE BIBS TO DUMPSTER 115-CO RIM: 45.13' INV IN: 42.27(6" PVC-SE) INV OUT: 42.27(6" PVC-NE) 16 LF OF 6" PVC @ 1.50% 16 LF OF 6" PVC @ 2.80% 120 LF OF 6" PVC @ 1.50% 116-GI RIM: 45.34' INV IN: 42.17(6" PVC-SW) INV OUT: 42.17(6" PVC-NE) 121-MH RIM: 45.87' INV OUT: 39.24(6" PVC-NW) INV OUT: 39.24(6" PVC-SE) 142 LF OF 6" PVC @ 2.00% 117-CO RIM: 45.56' INV IN: 42.07(6" PVC-SW) INV IN: 42.07(6" PVC-SE) UTILIT< NOTES ALERT TO CONTRACTOR 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND =ONING NOTES. 7.REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER, NOTES, MATERIALS, AND REQUIREMENTS. 8.SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES, =ONING AND USE, AND EXISTING UTILITY LOCATIONS AND SI=ES. 4.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 5.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 6.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. FIRE, AND DOMESTIC BACKFLOW DEVICES LOCATED INSIDE BUILDING (REFERENCE ARCH/MEP PLANS) CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION.CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. UTILIT< LEGEND UE UE UE OE OE OE T POWER UNDERGROUND G G G G G SITE LIGHTING POWER OVERHEAD GAS LINE COMMUNICATION (INCLUDES DATA, TV, TELEPHONE) S GRAVITY SEWER Lat 05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER FW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER SS SS SS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUM%ER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M % I A D E 9 E L O P M E N T 01 1 5 2 5 0 1 2 Pl o t t e d B y : Ne a l e , J a c o b S h e e t S e t : Og d e n G u t h r i e s L a y o u t : C5 0 1 - U T I L Ju l y 1 5 , 2 0 2 5 0 2 : 0 6 : 2 8 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 c o l u m b i a d e v e l o p m e n t \ 0 0 1 - o g d e n g u t h r i e s \ 0 2 - D W G \ p l a n s h e e t s \ C 5 0 1 - U T I L O A . d w g UT I L I T < P L A N C50 07 / 1 5 / 2 0 2 5 JD N JD N AM R N O R T H 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W G G G G G G 6''S S 6''S S 6''S S W W 2''W 2''W W M M 2''W 2''W S S S S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 4''S S W W W W W W W W W W S 6'' S S 6'' S S 6'' S S UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) Le n d i r e R o a d STOP STOP BSL BS L BS L BS L BS L BS L BS L BSL BSL LSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B ST O P STOP DO NOT ENTER 2" RPZ BACKFLOW PREVENTER 2" DOMESTIC WATER METER1" IRRIGATION WATER METER 1" RPZ BACKFLOW PREVENTER 1" IRRIGATION WATER LINE CONNECTION 2" BLACK POLY WATER LINE CONNECTION POINT OF GAS SERVICE TO CONNECTION TO BE INSTALLED BY GAS COMPANY POINT OF GAS SERVICE CONNECTION. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. 1/2" HOT WATER AND COLD WATER LINE WITH HOSE BIBS TO DUMPSTER 115-CO RIM: 45.13' INV IN: 42.27(6" PVC-SE) INV OUT: 42.27(6" PVC-NE) 16 LF OF 6" PVC @ 1.50% 16 LF OF 6" PVC @ 2.80% 120 LF OF 6" PVC @ 1.50% 116-GI RIM: 45.34' INV IN: 42.17(6" PVC-SW) INV OUT: 42.17(6" PVC-NE) 121-MH RIM: 45.87' INV OUT: 39.24(6" PVC-NW) INV OUT: 39.24(6" PVC-SE) 142 LF OF 6" PVC @ 2.00% 117-CO RIM: 45.56' INV IN: 42.07(6" PVC-SW) INV IN: 42.07(6" PVC-SE) UTILITY NOTES: ALERT TO CONTRACTOR 1.SEE "GENERAL NOTES" SHEET FOR SITE GENERAL NOTES AND ZONING NOTES. 7.REFER TO GENERAL NOTES SHEET FOR GENERAL, WATER UTILITY, AND SANITARY SEWER, NOTES, MATERIALS, AND REQUIREMENTS. 8.SEE "EXISTING CONDITIONS" FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES, ZONING AND USE, AND EXISTING UTILITY LOCATIONS AND SIZES. 4.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 5.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 6.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. FIRE, AND DOMESTIC BACKFLOW DEVICES LOCATED INSIDE BUILDING (REFERENCE ARCH/MEP PLANS) CONTRACTOR SHALL REFER TO ARCH / MEP PLANS FOR EXACT UTILITY ENTRANCE LOCATIONS. TAMPER SWITCH CONDUIT REQUIRED ON GATE VALVES, AND BACKFLOW PREVENTER ASSEMBLIES LOCATED ABOVE-GROUND. VALVES INSTALLED BELOW GROUND DO NOT REQUIRE TAMPER SWITCHES UNLESS NOTED OTHERWISE BY LOCAL AUTHORITY HAVING JURISDICTION.CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CAUTION!! ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE PROHIBITED *PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEC AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEC AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. *CONTRACTOR SHALL TAKE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGED FEATURES/UTILITIES TO THAT OF EXISTING OR BETTER CONDITION. *CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED ROADWAYS, SIDEWALKS, CURB AND GUTTER, ASPHALT, ETC. UTILITY LEGEND UE UE UE OE OE OE T POWER UNDERGROUND G G G G G SITE LIGHTING POWER OVERHEAD GAS LINE COMMUNICATION (INCLUDES DATA, TV, TELEPHONE) S GRAVITY SEWER Lat 05-MH RIM:104.56 RIM: MH, CO: CENTER OF LID ELEVATION INV: PIPE INVERT ELEVATION STRUCTURE LABEL W W WM DOMESTIC WATER FW FW FW FIRE WATER SEE GRADING AND DRAINAGE PLANS FOR STORM WATER SS SS SS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 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S&$L( 1    1 2 R 7 H  Market Street U.S. Highway 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) Le n d i r e R o a d ±3500 SF ±3500 SF ±3500 SF 13 STOP STOP BSL BS L BS L BS L BS L BS L BS L BSL BSL LSB LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B 6 8 ST O P STOP DO NOT ENTER Steering Angle Lock to Lock Time Articulating Angle WB-40 Trailer Track Tractor Track Trailer Width Tractor Width 12.503.00 feet 8.00 8.00: 8.00 8.00 : : : 0.00 3.00 25.50 7.50 33.00 : : :6.0 20.3 70.0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E ' S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 NO R T H CAROLI N A A L E X M. R O D R I G UEZE NGI N E E R PR O F E S SIO N A LSEAL 057029 Pl o t t e d B y : Ne a l e , J a c o b S h e e t S e t : Og d e n G u t h r i e s L a y o u t : C7 5 0 - T U R N M O V E Ju l y 1 5 , 2 0 2 5 0 1 : 5 9 : 3 4 p m K: \ C H L _ P R J \ 1 1 7 1 5 2 c o l u m b i a d e v e l o p m e n t \ 0 0 1 - o g d e n g u t h r i e s \ 0 2 - D W G \ p l a n s h e e t s \ C 7 5 0 - T U R N M O V E . d w g TU R N I N G MO V E M E N T S C750 07 / 1 5 / 2 0 2 5 JD N JD N AM R NORTH COMPACTED SUBGRADE 8" GRAVEL BASE COURSE 1.5" ASPHAKT SURFACE COURSE 2.5" ASPHALT BINDER COURSE PER GEOTECHNICAL REPORT NOTES: 1. VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS. 2. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION (XXDOT) SPECIFICATIONS. Not to Scale STANDARD DUTY ASPHALT PAVEMENTP1 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 8" GRAVEL BASE COURSE 2.0" ASPHALT SURFACE COURSE 2.5" ASPHALT BINDER COURSE NOTES: 1. VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS. 2. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION (XXDOT) SPECIFICATIONS. Not to Scale HEAVY DUTY ASPHALT PAVEMENTP2 4" COMPACTED STONE BASE 4" CONCRETE (4,000 PSI) COMPACTED SUBGRADE LIGHT BROOM FINISH CONCRETE SEALANT NOTES: 1. VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS.. 2. CONTROL JOINTS FOR PEDESTRIAN AREA TO BE FORMED IN A 6'X6' PATTERN. 3. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION (XXDOT) SPECIFICATIONS.PER GEOTECHNICAL REPORT Not to Scale STANDARD DUTY CONCRETE PAVEMENTP3 6" COMPACTED STONE BASE 6" CONCRETE (4,000 PSI) COMPACTED SUBGRADE LIGHT BROOM FINISH CONCRETE SEALANT NOTES: 1. VALUES SHOWN ARE RECOMMENDATIONS ONLY. FINAL DESIGN TO BE PROVIDED PER GEOTECHNICAL REPORT RECOMMENDATIONS.. 2. CONTROL JOINTS FOR PEDESTRIAN AREA TO BE FORMED IN A 6'X6' PATTERN. 3. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION (XXDOT) SPECIFICATIONS.PER GEOTECHNICAL REPORT Not to Scale HEAVY DUTY CONCRETE PAVEMENTP4 NOTES: 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION. 2. WHERE ALTERNATE SIZE PIPE BOLLARDS ARE SPECIFIED CONCRETE BASE SHOULD BE PIPE DIA. + 12". 3. VERIFY REQUIRED CLEARANCES TO BUILDING DOORS AND / OR UTILITY ACCESS PRIOR TO PLACEMENT 18" 48" GROUND SURFACE (VARIES) 3000 PSI CONCRETE @ 28 DAYS 6" STEEL BOLLARD CONCRETE FILLED 36" MIN. 6" PAINTED TRAFFIC YELLOW UNLESS OTHERWISE NOTED ALTERNATE - "A" BOLLARD COVER TO BE INSTALLED OVER STEEL BOLLARD. COLOR & STYLE TO BE DETERMINED BY OWNER. 6" 6-7/8" 1/4" CROSS SECTION OF SLEEVE STEEL PIPE ID = 6" STEEL PIPE OD = 6.625" SLEEVE ID 6-7/8" EMBEDDED BOLLARD - TYPICAL STEEL SLEEVE TO BE INSTALLED IN CONCRETE. Not to Scale BOLLARD DETAILP CONSTRUCTION JOINT CONTRACTION JOINT PCC JOINT DETAIL BLOW-UP (TYP.) NOTES: 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 1. SEE PLAN FOR JOINT SPACING. NOTE: (FIRST PLACEMENT)(SECOND PLACEMENT) 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. PCC JOINT DETAIL BLOW-UP APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. PCC JOINT DETAIL BLOW-UP TOP OF PAVEMENT CLOSED CELL BACKER ROD. TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH. PAVEMENT SEALANT WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE A 1/4 " JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MANUFACTURER’S RECOMMENDATIONS. 3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS AND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICK PAVEMENTS. DOWELS TO BE 10" LONG CENTERED WITH JOINT SPACED AT 18" ON CENTER. DOWEL TO BE INSTALLED IN FORM WITH AN APPROVED DOWEL BASKET. LIGHTLY OIL FULL LENGTH OF DOWEL. Not to Scale CONCRETE JOINT DETAILS ISOLATION JOINT BACKER ROD AND SEALANT SECTION AT FIXED STRUCTURE TYPICAL ROUND FIXED STRUCTURE PLAN DETAIL TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL Not to Scale ISOLATION JOINT USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE TRAFFIC SIGN, INCLUDING NO PARKING, ACCESSIBLE PARKING, AND STOP SIGNS. ACCESSIBLE PARKING SIGN LOCATIONS ARE 2-SIDED WHERE STALLS FACE EACH OTHER. Not to Scale SIGN POST DETAIL SITE DETAILS C901 07/11/2024 JDN JDN AMR This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONS No. DATE SHEET NUMBER CHECKED BY SCALE DESIGNED BY DRAWN BY KH PROJECT 200 SOUTH TRYON ST, SUITE 200, CHARLOTTE, NC 28202 PHONE: 704-333-5131 WWW.KIMLEY-HORN.COM NC LICENSE #F-0102 PREPARED FOR NORTH CAROLINA NEW HANOVER COUNTY © 2025 KIMLEY-HORN AND ASSOCIATES, INC. OGDEN GUTHRIE'S COLUMBIA DEVELOPMENT 011525012 NO R T H CAROLI N A A L E X M.RO D R I GUEZENGINEER PRO F E S SION A LSEAL 057029 2''W 2''W 2''W 2''W 2''W M M G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE STOP STOP BS L BS L BS L BS L BS L BS L BS L BSL BSL LS B LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B ST O P STOP LOD LO D LO D LOD LODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF //// // // // // // //// //// ////// // // //// // // // // // // // // // // // // // // // // //////////////// // // // //// // // // // ////////////// // // // // // // // // //// //// // // // // // // // // //// // // // // // // // // // // //// // // // // // // // // // // // // // // // // //// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // //// // // // // 74 MC 17 CA 19 VB 25 CA 18 VB 18 IL 13 IL 11 CA 15 CA 12 IL 10 VB 6 QV 9 QV 3 ML 4 QV 6 QV PR O P O S E D R O W B ( 9 5 L F ) 4 T R E E S R E Q U I R E D ; 4 T R E E S P R O V I D E D 24 S H R U B S R E Q U I R E D ; 2 4 S H R U B S P R O V I D E D PR O P O S E D R O W A ( 3 9 1 L F ) 16 T R E E S R E Q U I R E D ; 1 6 T R E E S P R O V I D E D 98 S H R U B S R E Q U I R E D ; 9 8 S H R U B S P R O V I D E D MARKET ST (146 LF)6 TREES REQUIRED; 6 TREES RELOCATED DUE TO UTILI T Y C O N F L I C T 37 SHRUBS REQUIRED; 37 SHRUBS PROVIDED MULCH LINE (TYP.) PROPERTY LINE (TYP.) SIGN (TYP.) SEE CIVIL SHEETS FOR DETAILS 6 TREES RELOCATED DUE TO UTILITY CONFLICT SOD (TYP.) // // // // // // // // // // 18 IL // // // // 4 PC 7 PC SYMBOL CODE QTY COMMON NAME BOTANICAL NAME METHOD SIZE CAL CANOPY TREES PC 11 CHINESE PISTACHE SINGLE, STRAIGHT, FULL, 6' C.T.PISTACIA CHINENSIS F.G., B & B 15` MIN HEIGHT 3" MIN CAL QV 26 LIVE OAK SINGLE, STRAIGHT, FULL, 6' C.T.QUERCUS VIRGINIANA F.G., B & B 15` MIN HEIGHT 3" MIN CAL UNDERSTORY TREES ML 3 LITTLE GEM DWARF SOUTHERN MAGNOLIA SINGLE, STRAIGHT, FULL CERCIS CANADENSIS F.G., B & B 8` MIN HEIGHT 2" MIN CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SIZE SHRUBS IL 61 NELLIE R. STEVENS HOLLY FULL ILEX 'NELLIE R. STEVENS'CONT.48" O.C.42" FULL VB 47 CHINESE HOLLY FULL ILEX CORNUTA CONT.48" O.C.42" FULL CA 68 JAPANESE PITTOSPORUM FULL PITTOSPORUM TOBIRA CONT.48" O.C.42" FULL ORNAMENTAL GRASSES MC 74 PINK MUHLY GRASS FULL MUHLENBERGIA CAPILLARIS CONT.24" O.C.18" FULL SYMBOL CODE QTY COMMON NAME BOTANICAL NAME GROUND COVERS MU 4,635 SF HARDWOOD MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL CD 14,369 SF BERMUDA GRASS ROLLED TIGHT, 100% WEED/INSECT/DISEASE FREE CYNODON DACTYLON PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 LA N D S C A P E P L A N L100 ////-MULCH LINE LANDSCAPE NOTES: 1.ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 3" OF TOPSOIL. DO NOT MOUND MULCH AGAINST ROOT FLARES. 2.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 4.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 5.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 6.ANY DISTURBED GRASS AREA IS TO BE REPLANTED. ALL SLOPES 3:1 OR GREATER SHALL BE SEEDED WITH SLOPE MASTER NO-MOW MIX OR OWNER APPROVED EQUAL. 7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE WARRANTY PERIOD. 11.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14.ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE STATE STANDARD OR BETTER 15.ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 16.ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATIC IRRIGATION SYSTEM. 17.TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL UTILITIES ARE ADEQUATELY SCREENED WITH THE REQUIRED PLANTING MATERIAL AND VERIFY PLANT SPECIES WITH LANDSCAPE ARCHITECT. 19.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. NOTES: 1.ESTABLISH SOD IN ALL DISTURBED AREAS. SEE SPECIFICATIONS FOR MORE INFORMATION. 2.ALL AREAS WITH PROPOSED LANDSCAPE MATERIAL SHALL RECEIVE A MINIMUM THREE (3) INCHES OF SHREDDED HARDWOOD MULCH. SEE LANDSCAPE PLAN FOR MULCH BOUNDARY LINES. SEE LANDSCAPE DETAILS FOR TYPICAL MULCH AREA DIMENSIONS. N O R T H LIMITS OF DISTURBANCE, TYP CONTRACTOR SHALL PATH AND REPAIR EXISTING PLANTING AREAS DAMAGED BY THIS WORK THROUGHOUT THE EXISTING LANDSCAPE AREAS ADJACENT TO THE PROJECT'S LIMITS OF CONSTRUCTION. A N ILORACHTRON 1752 K Y L E D. B A U G HR E G I S TERED L A NDSCAP E A RCHITECT 07/11/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 LA N D S C A P E D E T A I L S L150 4 3 6 7 8 9 10 11 5 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 3 4" HIGH BERM, FIRMLY COMPACTED.4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 TREE PLANTING SECTION / PLAN PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 1 2 NTS 1 TREE PLANTING ON A SLOPE SECTION / PLAN NTS PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 2 4 6 12 1 7 3 8 9 10 5 11 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3. 4" HIGH BERM, FIRMLY COMPACTED.3 3" MINIMUM OF HARDWOOD BARK MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE. (SEE GRADING PLAN) 6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 12 2 MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 4" TY P . 4" TYP. 3X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 88 6 7 6 7 9 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FINISHED GRADE (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY OF PLANTING PIT SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 3 NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. WIDTH VARIES - SEE PLANS SEE NOTE 1 2 3 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION NTS CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1 CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. 2 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3 4 EXISTING GRADE (DASHED) NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 12 3 4 5 6 7 8 9 4" T Y P . 4" TYP. 3X ROOT BALL WIDTH MINIMUM SHRUB/GROUNDCOVER PLANTING ON A SLOPE SECTION NTS TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 2 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. 3 SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 4 FINISHED GRADE (SEE GRADING PLAN) 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7 FERTILIZER TABLETS (MAX 3" DEEP). 8 UNDISTURBED NATIVE SOIL9 5 NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 3" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH 6 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION NTS INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. 1 CURB / PARKING LOT EDGE.2 7 4' - 0 " 7' - 6 " 7'-6"7'-6" 7'-6" MIN. 12 MATURE SHRUB WIDTH MIN. 15' CLEAR MIN. 12 MATURE SHRUB WIDTH FIRE HYDRANT 1 2 3 SHRUB PLANTING AT FIRE HYDRANT SECTION / PLAN NTS PLAN SECTION FIRE HYDRANT.1 NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 2 FRONT OF HYDRANT (TOWARD CURB) 3 8 +H.P. LIMITS OF PLANTING PIT NOTES: A.THIS DETAIL SHALL BE IMPLEMENTED WHERE PERCOLATION RATES ARE 2" PER HOUR OR LESS. B.CONTRACTOR TO PERFORM PERCOLATION TEST AS REQUIRED. AND NOTIFY OWNER/LANDSCAPE ARCHITECT. C.SEE TYPICAL TREE PLANTING DETAIL THIS SHEET FOR PLANT STAKING. 3X ROOTBALL DIAMETER VA R I E S 1 2 3 4 5 6 7 8 5 6 9 POOR DRAINAGE CONDITION SECTION / PLAN NTS PLAN SECTION FINISH GRADE (SEE GRADING PLANS).1 BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 2 FILTER CLOTH, MIRAFI 500X OR BETTER.3 SLOPE BOTTOM TO DRAIN.4 AUGURED HOLE Ø ±18" PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 5 BACKFILL WITH 1/2" - 3/4" GRAVEL TO REQUIRED DEPTH THROUGH OCCLUDING LAYER TO ASSURE PROPER PERCOLATION. 6 WATER TABLE. (DEPTH VARIES)7 UNDISTURBED NATIVE SOIL.8 SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE. 9 ROOTBALL TRUNK 9 INSTALLATION NOTES: NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. A.POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B.POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/3 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 6' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. C.SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). D.SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. 6'-8"oc 6' MI N . 1 2 CORNER CONNECTION CONNECTION TREE PROTECTION FENCING ELEVATION / PLAN NTS 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 1 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. 2 ELEVATION PLAN DRIPLINE (TYP.) DRIPLINE (TYP.) 10 1.BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2.4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3.DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4.3" HIGH SOIL BERM TO HOLD WATER. 5.TOPSOIL MIX BACKFILL. 6.TREE WRAP. 7.4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8.ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9.UNDISTURBED SUBSOIL. 10.PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D.PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E.ASSURE PERCOLATION OF ALL PLANTING PITS OV E R A L L H E I G H T ( O . H . ) CL E A R T R U N K ( C . T . ) HE I G H T 12" TYP. 1 2 3 4 5 8 9 10 117 6 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK MULTI-TRUNK TREE PLANTING SECTION/PLAN NTS 11 A N I LORACHTRON 1752 K Y L E D. B A U G HR E G I ST ERED L A NDSCA P E A RCHITECT 07/11/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 LA N D S C A P E N O T E S L151 1 TYPICAL LANDSCAPE SPECIFICATIONS A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF DOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 IS PROPOSED, THE CONTRACTOR SHALL SUBMIT IN WRITING A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN 10 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF DOT STANDARD INDEX 600 IS NOT ACCEPTABLE A PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER WHO HAS SUCCESSFULLY COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEFINED BY DOT FOR APPROVAL BY THE COUNTY ENGINEER'S REPRESENTATIVE. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF THREE HUNDRED DOLLARS ($300) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL PLANTS SHALL BE DETERMINED BY THE STATE DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. b.MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. c.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 2.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). MULCH SHALL BE "FLORIMULCH," EUCALYPTUS MULCH, OR SIMILAR SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE. 2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT (6' MINIMUM) PLANTED UNDER THIS CONTRACT. I.DIGGING AND HANDLING 1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2.BALLED AND BURLAPPED (B&B), AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. 3.PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4.PROTECTION OF PALMS: ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5.EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 4.RPG= "ROOTS PLUS GROWER" CONTAINER PRODUCTS SHALL BE USED WHERE SPECIFIED. K.COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. L.NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. M.MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. N.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. O.PLANTING PROCEDURES 1.CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL STATE OFFICIAL (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6.THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13.TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) P.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.THE SOD SHALL BE CERTIFIED TO MEET STATE REQUIREMENTS & SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. c.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). b.CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. Q.CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. R.PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. S.FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 1 A N I LORACHTRON 1752 K Y L E D. B A U G HR E G I ST ERED L A NDSCA P E A RCHITECT 07/11/2025 2''W 2''W 2''W 2''W 2''W M M G G G G G G 6''SS6''SS6''SS W W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE Market Street U.S. Highway 17 EXISTING PUBLIC UTILITY EASEMENT (NOT FIELD VERIFIED) ±3500 SF ±3500 SF ±3500 SF 13 STOP STOP BS L BS L BS L BS L BS L BS L BS L BSL BSL LS B LS B LS B LS B LS B LS B LS B LS B LSB LSB LS B LS B LS B LS B LS B LS B LS B LS B 6 8 ST O P STOP DO NOT ENTER 6''SS6''SS6''SS LOD LO D LO D LOD LODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PD > > PD > > PD > > PD > > PD > > PD > > PD > > PD > > Le DO Se C RS MAIN LINE (TYP.) MAIN LINE SLEEVING (TYP.) AREA TO RECEIVE DRIP IRRIGATION (TYP.) EQUIPMENT SHOWN SCHEMATICALLY, COORDINATE WITH CONTRACTOR FOR INSTALLATION LOCATION OF FLOW SENSOR, MASTER CONTROL VALVE, ETC. ALL EQUIPMENT TO BE LOCATED OUTSIDE IN GREEN SPACE. NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. P.O.C. SHOWN - SEE CIVIL SHEETS FOR INSTALLATION LOCATION OF IRRIGATION WATER METER. COORDINATE WITH CONTRACTOR FOR LOCATION OF ASSOCIATED APPURTENANCES (BACKFLOW, FLOW SENSOR, MASTER CONTROL VALVE, ETC). ALL EQUIPMENT TO BE LOCATED OUTSIDE IN GREEN SPACE. CONTRACTOR TO PROVIDE CONDUIT AND 110V, SINGLE PHASE POWER FOR CONTROLLER COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. AREA TO RECEIVE SPRAY IRRIGATION (TYP.) CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT OF THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO: AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. POC MCV FS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-S-P45-F TURF ROTARY, 5FT.X15FT. (LCS AND RCS), 5FT.X30FT. (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 26 45 RAIN BIRD R-VAN14 1806-S-P45-F TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 80 45 RAIN BIRD R-VAN18 1806-S-P45-F TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 33 45 RAIN BIRD R-VAN24 1806-S-P45-F TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. 24 45 RAIN BIRD 1804-1400 FLOOD FLOOD BUBBLER 4.0IN. POPUP, INSTALL W/ PA-80 ADAPTER.40 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFCV-09-12 XFCV ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 3.5 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. GREAT FOR ELEVATION CHANGE. SPECIFY XF INSERT FITTINGS. 4,245 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA GLOBE 1" 1IN., 1-1/2IN., 2IN. ELECTRIC MASTER VALVE, GLOBE.1 RAIN BIRD ESPLXME2-LXMM W/ (1) ESPLXMSM12 24 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES. INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. 1 RAIN BIRD RAINGAUGE RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. 1 RAIN BIRD FS-150-P 1-1/2IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.0 GPM TO 100.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 POINT OF CONNECTION 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,067 LF PIPE SLEEVE: PVC SCHEDULE 40 249.5 LF LST RSTSST 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F 1402 14041401 MCV C RS FS POC Valve Callout IRRIGATION SCHEDULE FLOW TOTALS Area for Dripline:63.7 Bubbler:40 Turf Rotary:124.5 Total:228.2 GPM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 IR R I G A T I O N P L A N L200 N O R T H IRRIGATION NOTES 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, ETC. PRIOR TO BEGINNING WORK. 2.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4.ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5.THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEM MODIFICATION TO BE POSSIBLE. 7.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED PER UTILITY PROVIDER REQUIREMENTS. 8.WHERE APPLICABLE, IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 9.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 10.ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. 11.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNER'S REPRESENTATIVE. 12.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 13.CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES AT RELATED SLEEVE LOCATIONS (TYP). 14.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOT DISTURBANCE IN EXISTING TREES. 15.IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROL VALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON SEPARATE CIRCUITS. 16.MATCH PRECIPITATION RATES WITH ANY HEADS THAT ARE REPLACED. NOTE: DURING THE CONSTRUCTION PHASE, PLEASE BE ADVISED THAT THE PIPE AND METER SIZES MAY NEED TO BE UPSIZED BASED ON ACTUAL SITE CONDITIONS AND WATER DEMAND REQUIREMENTS. ENSURE TO REVIEW AND ADJUST THE SIZING AS NECESSARY TO MEET THE IRRIGATION SYSTEM'S PERFORMANCE STANDARDS AND EFFICIENCY. A N ILORACHTRON 1752 K Y L E D. B A U G HR E G I S TERED L A NDSCAP E A RCHITECT 07/11/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 IR R I G A T I O N D E T A I L S L250 NTS NTS TYPICAL BUBBLER SECTION NTS NOTE: BUBBLER SHALL NOT BE PLACED AT TRUNK FLARE. PVC SLIP-THREAD ADAPTOR. BUBBLER NOZZLE AS SPECIFIED. 3" A B O V E G R A D E WATER WELL AS PER PLANTER DETAIL. FINISHED GRADE. 12 " B E L O W G R A D E PVC SLIP-THREAD ADAPTER. PVC LATERAL LINE. 1 2" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER 5' LENGTH MIN. 12 L2.50 LATERAL PIPE TYPICAL SPRAY / ROTAR HEAD SECTION NTS 12 " M I N 6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON 6"OR 12" RISER (UNLESS SPECIFIED PER IRRIGATION SCHEDULE 8 L2.50 4 5 3 2 1 TURF GRASS VALVE BOX LID FINISH GRADE 12" AIR RELIEF VALVE: TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 12" X 34" PVC REDUCER BUSHING BARB X FEMALE THREAD CONNECTOR: 12" BLANK DRIPLINE TUBING: BARB X MALE THREAD CONNECTOR: PVC TEE CONNECTED TO PVC HEADER PIPE 3" MINIMUM DEPTH OF 34" WASHED GRAVEL BRICK (1 OF 2) 7 1 2 6 10 11 7 8 9 8 9 4 10 5 6 3 11 AIR RELIEF VALVE IN XFS DRIP LINE SECTION 7 L2.50 1 2 3 4 5 6 1 2 3 4 5 6 7 7 6-INCH MINIMUM DEPTH OF BRICK (1 OF 2) FILTERED DRAIN VALVE: PVC LATERAL PIPE PVC SCH 40 TEE VALVE BOX WITH COVER: FINISH GRADE/TOP OF MULCH 3/4-INCH WASHED GRAVEL 2" MIN. DRAIN VALVE SECTION 6 L2.50 FINISH GRADE CONTROL WIRE WITH IDENTIFICATION TAG NDS VALVE BOX WITH LOCKING COVER 90° ELL-PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE 6" GRAVEL SUMP LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. TO SPRINKLERS TYPICAL CONTROL VALVE SECTION NTSL2.50 5 ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED PER MANUFACTURERS SPECIFICATIONS DRIPLINE NOTE: 1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES. 2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. 3.CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS (IF SHOWN). CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS. IF NOT SHOWN, INSTALL WITHIN ADJACENT GREEN AREA NOT IN A HIGHLY VISIBLE AREA. WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS. TO NEXT DRIP SUPPLY POINT WHERE APPLICABLEFROM CONTROL VALVE DRIPLINE TEE AREA PERIMETER AREA PERIMETER TYPICAL DRIP LINE PLAN NTSL2.50 9 3' MIN. 3' MIN. IRRIGATION SLEEVE ROADWAY/DRIVEWAY BASE + SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY. ALL WIRING IS SEPARATE CONDUIT. CONCRETE CURB WHERE APPLICABLE TURF/PLANTING BED END OF SLEEVE END OF SLEEVE METALLIC DISC METALLIC DISC TURF/PLANTING BED TYPICAL SLEEVING SECTION NTS 10 L2.50 12" MIN 10' 12" MIN 18" MIN 18" MIN 12" MIN 12" MIN ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION / PLAN NTSL2.50 11 COMMERCIAL CONTROL DRIP ZONE VALVE KIT SECTION / PLAN NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 654321 7 3 14 15 8 9 8 10 11 1312 14 FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: REMOTE CONTROL VALVE: ID TAG WATERPROOF CONNECTION: 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING QUICK CHECK BASKET FILTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE, CLOSE PVC SCH 40 TEE PVC SCH 40 ELL PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE 15 16 17 18 17 16 7214 16 714 SIDE VIEW TOP VIEW L2.50 1 IRRIGATION CONTROLLER: CONTROLLER (OWNER TO SPECIFY WALL MOUNT OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1.FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 1 2 3 4 5 6 1 2 3 4 5 6 TYPICAL CONTROLLER ELEVATION NTS 2 L2.50 1. 2. ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. INSTALLATION NOTES: TYPICAL THRUST BLOCK SECTION NTS 3 L2.50 INSTALLATION NOTES 1.3000 PSI CONCRETE OR BETTER IS TO BE USED FOR THRUST BLOCKS. 2.FOR 45°/90° FITTINGS, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. 3.FOR 22-1/2° FITTINGS, MINIMUM OF 0.5 CUBIC FEET OF CONCRETE TO BE USED. 4.FOR TEES, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. THRUST BLOCKS REQUIRED FOR IRRIGATION MAINLINE 2 1/2" AND LARGER. THRUST BLOCK REINFORCEMENT SECTION NTS 4 L2.50 A N ILORACHTRON 1752 K Y L E D. B A U G HR E G I S TERED L A NDSCAP E A RCHITECT 07/11/2025 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH P R O J E C T 20 0 S O U T H T R Y O N S T , S U I T E 2 0 0 , C H A R L O T T E , N C 2 8 2 0 2 PH O N E : 7 0 4 - 3 3 3 - 5 1 3 1 WW W . K I M L E Y - H O R N . C O M NC L I C E N S E # F - 0 1 0 2 PR E P A R E D F O R NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y Know what's below. before you dig.Call R © 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . OG D E N G U T H R I E S CO L U M B I A D E V E L O P M E N T 01 1 5 2 5 0 1 2 IR R I G A T I O N N O T E S L251 IRRIGATION SYSTEM NOTES: 1.THE IRRIGATION MAINLINE LAYOUT IS DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRIGATION MAINLINE DUE TO FIELD CONDITIONS OR CONTRACTOR'S SUBMITTED DESIGN SHALL BE IN ACCORDANCE WITH THESE STANDARDS. 2.SET SPRAY HEADS 6" AND ROTORS 12" IN FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB. 3.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. 4.CONTRACTOR TO PROVIDE NEW AUTOMATIC CONTROLLER FOR PROPOSED SYSTEM (NO BATTERY OPERATED CONTROLLERS ALLOWED). COORDINATE LOCATION WITH OWNER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AUTOMATIC RAIN SENSOR. COORDINATE LOCATION W/ OWNER. 6.IRRIGATION SHALL NOT BE COMBINED ON A SINGLE ZONE AND SHALL BE ZONED ACCORDING TO IRRIGATION TYPE, PRECIPITATION RATE, AND THE SYSTEM'S AVAILABLE WATER / PRESSURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER FOR REVIEW PRIOR TO INSTALLATION. 7.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 8.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 9.INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON-SITE. 10.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 11.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 12.PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL. PRE-APPROVED MANUFACTURERS: 1. TORO 2. HUNTER 3. RAINBIRD 13.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 14.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED WITHIN SCH. 40 PVC 2x SIZE OF PIPE AND FREE OF STONES/DEBRIS. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS. 15.MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. 18.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SCH. 40 PVC SLEEVES. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 19.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 20.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 21.ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 22.ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE. MAXIMUM LENGTH OF WIRE FROM DECODER TO VALVE SHALL NOT EXCEED 400 FEET. AS FOLLOWS: CONTROL WIRES - #14 COMMON WIRES - #14 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NDS VALVE BOXES AS FOLLOWS: -RECTANGULAR 12"X17" HEAVY DUTY BOX. (PURPLE COVER FOR REUSE TO BE PROVIDED WHERE APPROPRIATE). 24.ALL IRRIGATION HEADS/DRIP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB WHEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKING AREAS OR DRIVE AISLES). 25.HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN, BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATION SYSTEM. 26.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 27.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 28.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. DRIPLINE SHALL PROVIDE 0.9 GPH EMITTERS, 12" O.C. WITH 12" LINE SPACING AT A MINIMUM. 29.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF REQUIRED, ALL WIRING FOR A TWO WIRE PATH SHALL BE WITH RED/BLUE TWISTED PAIR 14 AWG. ELECTRIC CONTROL LINES FROM THE DECODER TO THE SOLENOID VALVES SHALL BE TWISTED PAIR 18 AWG. ALL DECODERS SHALL BE GROUNDED EVERY 1,000 L.F. OR EVERY 10 DEVICES. ALL WIRE SHALL BE FURNISHED IN MINIMUM 2,500' REELS AND SPLICING SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT WIRING SHALL BE DONE IN ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY. IRRIGATION SYSTEM CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE 2-WAY COMMUNICATIONS FIELD PROGRAMMABILITY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION. 30.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 14" ELECTRICAL CONDUIT. 31.SMALLEST DIAMETER LATERAL PIPE SHALL BE 3/4". 32.IRRIGATION SYSTEM SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF 1.05" OF WATER PER WEEK WITHIN WATERING RESTRICTIONS AS APPLICABLE. 33.IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COMMUNITIES. DO NOT TRENCH THROUGH EXISTING ROOT SYSTEMS OF ANY VEGETATION INTENDED TO BE PRESERVED. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN. 36.IRRIGATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL BE IN SCHEDULE 40 PVC SLEEVING AT 2X THE PIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES AND DEBRIS. 37.IRRIGATION SOURCE TO BE EITHER WELL, POTABLE, OR NON-POTABLE WATER. IRRIGATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN. 38.POINT OF CONNECTION TO BE DETERMINED BY OWNER. IRRIGATION SYSTEM CONNECTIONS TO THE LOCAL JURISDICTION SERVICE SHALL COMPLY WITH ALL APPLICABLE CODES. 39.IRRIGATION CONNECTION MAY REQUIRE BACKFLOW PREVENTION, VERIFY WITH LOCAL JURISDICTION. 40.IRRIGATION SYSTEM SHALL COMPLY WITH THE LOCAL JURISDICTION LAND DEVELOPMENT CODE. TYPICAL SCHEMATIC IRRIGATION NOTES1 L2.51 A N ILORACHTRON 1752 K Y L E D. B A U G HR E G I S TERED L A NDSCAP E A RCHITECT 07/11/2025