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Home My WebLink AboutNew Hanover County Vice and Detectives FacililtyAPPR O X I M A T E L O C A T I O N EXIS T I N G 8 " G R A V I T Y SEWE R APP R O X I M A T E L O C A T I O N EXISTI N G 8 " W A T E R M A I N APP R O X I M A T E L O C A T I O N EXIST I N G U T I L I T Y EASE M E N T APP R O X I M A T E L O C A T I O N EXIS T I N G 8 " W A T E R M A I N VAN VAN VAN VAN VAN VAN VAN VAN I - 4 0 I-14 0 I-1 4 0 NHC VICE + DETECTIVES FACILITY 3950 JUVENILE CENTER DRIVE WILMINGTON, NORTH CAROLINA 29429 SCALE: 1" = 200'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3 SCALE: NOT TO SCALEVICINITY MAP4 NH C V I C E 00 4 9 4 - 0 0 4 1 NEW HANOVER COUNTY TRC 09/15/2022 09 / 1 5 / 2 0 2 2 NAME: NEW HANOVER COUNTY DETECTIVE & VICE FACILITY OWNER: KEVIN CAISON, FACILITIES PROJECT MANAGER NEW HANOVER COUNTY PROPERTY MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28403 ENGINEER: MCKIM & CREED, INC 243 N. FRONT ST. WILMINGTON, NC 28401 PHONE: 910.343.1048 RICK MOORE, PE RAMOORE@MCKIMCREED.COM LANDSCAPE ARCHITECT: MCKIM & CREED, INC 243 N. FRONT ST. WILMINGTON, NC 28401 PHONE: 910.343.1048 TARA SCHWENZFEIER MURPHY, PLA TSCHWENZFEIER@MCKIMCREED.COM SURVEYOR: MCKIM & CREED, INC 243 N. FRONT ST. WILMINGTON, NC 28401 PHONE: 910.343.1048 MATTHEW ROBERTS, PLS MROBERTS@MCKIMCREED.COM C O L L E G E R D PROJECT SITE BLUE C L A Y R O A D 18 17 2117 151521 22 17 32 12 24 21 18 22 18 24 26 18 26 18 26 25 20 17 1612 12 16 22 18 24 17 17 2222 22 22 22 27 2218 20 10 26 22 19 18 20 19 17 2227 16 15 15 21 14 20 19 11 18 24 19 12 28 21 1312 20 16 2117 18 12 1917 17 1520 14 16 19 17 2125 20 24 181520 13 19 19 13 1623 20 1326 24 20 17 13 15 20 19 24 21 12 20 20 27 17 14 1614 2820 32 20?? 19 19 21 15 14 14 19 15 20 171320 18 141618 18 1920 1413 21 1926 26 1720 26 18 25 19 23 18 25 20 16 15 18 15 1828 19 24 19 1820 26 22 22 22 21 21 16 16 14141616 17 17 2128 13 13 12 14 15 12 18 12 12 14 2118 299 1823 16 14 25 24 15 1417 19 21 8 21 12 19 15219 13 18 24 12 14 2221 19 24 138 8 16 12 13 14 12 121622 19 13 1913 8 3211 22 15 181413 14 24 10 21 13 15 17 15 1111 19 27 11 8 14 12 13 8 17 8 27 14 1216 21 11 19 21 19 19 8 17 1421 19 19 18 13 13 18 18 17 1414 12 13 12 16 16 1316 8 17 16 1413 13 16 18 17 1514 15 15 9 16171418 20 22 19 19 9 22 17 14 912 15 118 21 19 13 9 1314 13 21 2219 15 20 11 1212 1720 1812 13 812 12 18 12 19 1815 1417 18 1616 11 16 121312 13 13 9 16 8 19 15 16 12 14 12 9 129 14 8 8 18 14 13 18 19 15 13 19 16 12 12 17 13 9 16 8 10 1513 9 16 18 17 171513 18 188 13 1812 18 14 1713 149 14 14 131214 13 12 15 16 16 16 12 12 13 15 16 14 14 14 12 1212 16 19 15 13 15 1219 1818 16 15 16 12 181212 18 19 1518 188 14 14 1315 14 12 15 13 14 13 13 14 12 14 13 13 14 14 16 12 18 14 12 14 12 13 1414 15 1714 13 13 15 13 17 17 15 14 12 14 18 1212 1715 24 17 12 1091412 14 1419 14 15 16 13 9 20 20 20 13 1516 19 18 17 15 15 12 13 12 12 14 12 15 13 101316 10 14 1713 17 1212 15 191218 16 1618 12 13 14 15 15 1313 12 1514 1517 12 18 1414 13 16 16 17 20 17 18 1517 1314 15 17 14 182312 11 1299 18 18 18 18 1414 12 19 14 14 15 12 17 13 13 1719 14 15 17 13121713 15 17 19 13 17 20 20 17 1615 12 19 1512 1715 12 16 19 25 1420 14 15 8 9 10 16 1417 15 21 1619 16 14 15 18 18 15 14 17 18 8 16 13 16 17 1514 14 918 13 11 12 15 14 15 8 14 14 16 20 2014 16 1625 1814 17 12 12 17 9 12 15 17 14 12 13 17 13 15 14 13 14 17 1314 17 13 14 15 12 17 14 15 13 9 17 12 9 18 16 151413 16 1216 18 17 13 12 12 1212 16 1418 13 9 12 13 13 161414 14 14 9 13 14 12 1312 15 12 15 15 12 17 15 15 17 14 181315 1515 19 12 12 151314 13 13 1213 13 14 14 APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN APPROXIMATE LOCATION EXISTING UTILITY EASEMENT APPROXIMATE LOCATION EXISTING 8" WATER MAIN SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C2.0 - EXISTING CONDITIONS PLAN.DWG ---- 09/15/2022 16:54:18 LEGEND AND NOTES1 0 SCALE: 1"=60' (Horiz.) 120'60'60' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C2.0 EXISTING CONDITIONS PLAN NEW HANOVER COUNTY TRC NOTES: PRELIMINARY SURVEY BY MCKIM AND CREED. DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, SECTION 6.3. EXISTING UTILITIES DIGITIZED FROM ARCHIVE FILES FROM OTHERS. POPLAR MAPLE PINE OAK GUM CRAPE MYRTLE CHERRY TREE LEGEND 18 17 2117 15 1521 22 17 32 12 24 21 18 22 18 24 26 18 26 18 26 25 20 17 16 12 12 16 22 18 24 17 17 22 22 22 22 22 27 2218 20 10 26 22 19 18 20 19 17 2227 16 15 15 21 14 20 19 11 18 24 19 12 28 21 1312 20 16 2117 18 12 1917 17 1520 14 16 19 17 21 25 20 24 18 15 20 13 19 19 13 1623 20 13 26 24 20 17 13 15 20 19 24 21 12 20 20 27 17 14 1614 28 20 32 20 ?? 19 19 21 15 14 14 19 15 20 1713 20 18 14 16 18 18 19 20 14 13 21 19 26 26 1720 26 18 25 19 23 18 25 20 16 15 18 15 1828 19 24 19 1820 26 22 22 22 21 21 16 16 14 14 16 16 17 17 2128 13 13 12 14 15 12 18 12 12 14 2118 299 18 23 16 14 25 24 15 1417 19 21 8 21 12 19 15 21 9 13 18 24 12 14 2221 19 24 13 8 8 16 12 13 14 12 12 1622 19 13 1913 8 3211 22 15 181413 14 24 10 21 13 15 17 15 1111 19 27 11 8 14 12 13 8 17 8 27 14 1216 21 11 19 21 19 19 8 17 1421 19 19 18 13 13 18 18 17 14 14 12 13 12 16 16 13 16 8 17 16 14 13 13 16 18 17 1514 15 15 9 161714 18 20 22 19 19 9 22 17 14 912 15 118 21 19 13 9 1314 13 21 22 19 15 20 11 1212 1720 18 12 13 8 12 12 18 12 19 18 15 1417 18 1616 11 16 12 1312 13 13 9 16 8 19 15 16 12 14 12 9 12 9 14 8 8 18 14 13 18 19 15 13 19 16 12 12 17 13 9 16 8 10 1513 9 16 18 17 17 1513 18 18 8 13 1812 18 14 1713 14 9 14 14 131214 13 12 15 16 16 16 12 12 13 15 16 14 14 14 12 12 12 16 19 15 13 15 1219 18 18 16 15 16 12 18 12 12 18 19 1518 188 14 14 13 15 14 12 15 13 14 13 13 14 12 14 13 13 14 14 16 12 18 14 12 14 12 13 1414 15 1714 13 13 15 13 17 17 15 14 12 14 18 12 12 1715 24 17 12 109 14 12 14 14 19 14 15 16 13 9 20 20 20 13 1516 19 18 17 15 15 12 13 12 12 14 12 15 13 10 13 16 10 14 1713 17 12 12 15 19 12 18 16 1618 12 13 14 15 15 13 13 12 15 14 1517 12 18 14 14 13 16 16 17 20 17 18 15 17 1314 15 17 14 18 2312 11 1299 18 18 18 18 14 14 12 19 14 14 15 12 17 13 13 1719 14 15 17 13 12 1713 15 17 19 13 17 20 20 17 1615 12 19 15 12 17 15 12 16 19 25 14 20 14 15 8 9 10 16 1417 15 21 1619 16 14 15 18 18 15 14 17 18 8 16 13 16 17 15 14 14 918 13 11 12 15 14 15 8 14 14 16 20 2014 16 16 25 18 14 17 12 12 17 9 12 15 17 14 12 13 17 13 15 14 13 14 17 1314 17 13 14 15 12 17 14 15 13 9 17 12 9 18 16 1514 13 16 1216 18 17 13 12 12 1212 16 14 18 13 9 12 13 13 16 14 14 14 14 9 13 14 12 13 12 15 12 15 15 12 17 15 15 17 14 18 13 15 15 15 19 12 12 15 1314 13 13 12 13 13 14 14 VAN VAN VA N VAN VA N VA N VA N VA N SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C2.1 - TREE REMOVAL PLAN.DWG ---- 09/15/2022 16:54:31 LEGEND AND NOTES1 0 SCALE: 1"=40' (Horiz.) 80'40'40' 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C2.1 NEW HANOVER COUNTY TRC TREE REMOVAL PLAN SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 POPLAR MAPLE PINE OAK GUM CRAPE CHERRY DEMOLITION LEGEND REGULATED TREES TO BE REMOVED LIMITS OF DISTURBANCE TREE LEGEND R5. 0 0 ' (TY P . ) R5.0 0 ' (TY P . ) R3. 0 0 ' (TY P . ) R3 . 0 0 ' (T Y P . ) R3 . 0 0 ' (T Y P . ) R5.0 0 ' (TY P . ) R10. 0 0 ' R25. 0 0 ' VAN VAN VA N VAN VA N VA N VA N VA N CURB AND GUTTER (TYP.) SEE DETAIL 3/C11.0 CURB AND GUTTER (TYP.) SEE DETAIL 3/C11.0 CURB AND GUTTER (TYP.) SEE DETAIL 3/C11.0 18 . 0 0 ' (T Y P . ) 9.00 ' (TY P . ) 18 . 0 0 ' (T Y P . ) 9.00 ' (TY P . ) 8.0 0 ' (T Y P . ) 18.0 0 ' (TY P . ) 8.0 0 ' (T Y P . ) 18.0 0 ' (TY P . ) 35.0 0 ' 9.5 0 ' 24.0 0 ' STANDARD PARKING SPACE SEE DETAIL 5/C11.1 PARKING SPACE SIMILAR TO DETAIL 5/C11.1 ADA ACCESSIBLE PARKING SPACE (TYP.) SEE DETAIL 5/C11.1 6.0 0 ' 10 . 0 0 ' 6.5 0 ' 7.00' 6.5 0 ' 6.00 ' 18.0 0 ' 18.0 0 ' 24.0 0 ' 6.0 0 ' 24 . 0 0 ' 24 . 0 0 ' 25 . 0 0 ' 26 . 5 0 ' 26 . 5 0 ' 6.00'5.00 ' 22.3 9 ' 27.2 8 ' 6.00 ' 5.00' 5.00 ' 8.50' 22.9 5 ' 36.3 7 ' 22.8 8 ' 36.3 7 ' 22.9 0 '48.1 2 ' 22.8 7 ' 36.3 7 ' COURTYARD AND BREAK AREA ADA ACCESSABLE RAMP TYPE 2 (TYP.) SEE DETAIL 2/C11.1 ADA ACCESSABLE RAMP TYPE 2 (TYP.) SEE DETAIL 2/C11.1 ADA ACCESSABLE RAMP TYPE 1 (TYP.) SEE DETAIL 1/C11.1 CONCRETE SIDEWALK (TYP.) SEE DETAIL 2/C11.0 CONCRETE SIDEWALK (TYP.) SEE DETAIL 2/C11.0 CONCRETE SIDEWALK/PATIO (TYP.) SEE DETAIL 2/C11.0 ADA ACCESSABLE RAMP TYPE 1 (TYP.) SEE DETAIL 1/C11.1 ADA PARKING SPACE SIGN (TYP.) SEE DETAIL 4/6/C11.1 POTENTIAL FUTURE CONNECTION STUB ROAD LIGHT DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 HEAVY DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 LIGHT DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 HEAVY DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 REINFORCED CONCRETE PAD SEE DETAIL 4/C11.0 HEAVY DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 8.0 0 ' (T Y P . ) HEAVY DUTY ASPHALT (TYP.) SEE DETAIL 5/C11.0 NEW HANOVER COUNTY DETECTIVE AND VICE BUILDING EXISTING SCM ASPHALT TO CONCRETE TRANSITION SEE DETAIL 6/C11.0 L 225.31' L 38 . 7 5 ' L 1 3 . 9 5 ' R 5 0 0 ' R 150' R 213. 7 5 ' L 1 3 5 ' R 27' R 2 7 ' R 4 2 ' R 42 ' L 2 0 5 . 5 0 ' L 2 0 5 . 5 0 ' L 24 0 . 3 3 ' L 24 0 . 3 3 ' R5. 0 0 ' (TY P . ) R5. 0 0 ' R10. 0 0 ' EXISTING DRIVEWAY DUMPSTER BOLLARD (TYP.) SEE DETAIL 7/C11.0 APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN R15. 0 0 ' R15. 0 0 ' R2 5 . 0 0 ' SCALE: 1"= 40'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C3.0 - SITE PLAN.DWG ---- 09/15/2022 16:54:42 LEGEND AND NOTES1 0 SCALE: 1"=40' (Horiz.) 80'40'40' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD TOTAL NUMBER OF BUILDINGS:(1) CIVIC / INSTITUTIONAL FLOOD PLAIN: ZONE X - PANEL 3231 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING AREA:22,378 SF GFA NUMBER OF STORIES 1 TOTAL IMPERVIOUS AREA (BUA):109,797 SF ROADWAYS AND PARKING SURFACE 68,418 SF SIDEWALKS 10,258 SF CURB AND GUTTER 8,743 SF BUILDINGS AND STRUCTURES 22,378 SF PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 ZONING:I-2-INDUSTRIAL DISTRICT SETBACKS: REF. SEC 3.1.3.C REQUIRED FRONT 50' REAR (ADJACENT TO RES. USE)100' REAR (ADJACENT TO NON RES. USE)NONE SIDE (ADJACENT TO RES. USE)100' SIDE (ADJACENT TO NON RES. USE)NONE SIDE (STREET)50' PARKING:REQUIRED PROVIDED REF. TABLE 5.1.2.A MINIMUM OFF-STREET PARKING FOR GOVERMENT OFFICE/BUILDINGS 2.5/1,000 SF GFA 27,473 / 1,000 = 28 X 2.5 = 70 SPACES 70 142 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 40' 09/15/2022 C3.0 NEW HANOVER COUNTY TRC SITE PLAN NOTES: PRELIMINARY SURVEY BY MCKIM AND CREED DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, SECTION 6.3. SEE ARCHITECTURAL PLANS FOR ADA RAMP AND STAIR DETAIL AT BUILDING ACCESS POINTS. ROADWAY DIMENSIONS ON PLAN DIMENSIONS ARE TAKEN FROM FACE OF CURB TO FACE OF CURB. 18 17 2117 151521 22 17 32 12 24 21 18 22 18 24 26 18 26 18 26 25 20 17 1612 12 16 22 18 24 17 17 2222 22 22 22 27 2218 20 10 26 22 19 18 20 19 17 2227 16 15 15 21 14 20 19 11 18 24 19 12 28 21 1312 20 16 2117 18 12 1917 17 1520 14 16 19 17 2125 20 24 181520 13 19 19 13 1623 20 1326 24 20 17 13 15 20 19 24 21 12 20 20 27 17 14 1614 2820 32 20?? 19 19 21 15 14 14 19 15 20 171320 18 141618 18 1920 1413 21 1926 26 1720 26 18 25 19 23 18 25 20 16 15 18 15 1828 19 24 19 1820 26 22 22 22 21 21 16 16 14141616 17 17 2128 13 13 12 14 15 12 18 12 12 14 2118 299 1823 16 14 25 24 15 1417 19 21 8 21 12 19 15219 13 18 24 12 14 2221 19 24 138 8 16 12 13 14 12 121622 19 13 1913 8 3211 22 15 181413 14 24 10 21 13 15 17 15 1111 19 27 11 8 14 12 13 8 17 8 27 14 1216 21 11 19 21 19 19 8 17 1421 19 19 18 13 13 18 18 17 1414 12 13 12 16 16 1316 8 17 16 1413 13 16 18 17 1514 15 15 9 16171418 20 22 19 19 9 22 17 14 912 15 118 21 19 13 9 1314 13 21 2219 15 20 11 1212 1720 1812 13 812 12 18 12 19 1815 1417 18 1616 11 16 121312 13 13 9 16 8 19 15 16 12 14 12 9 129 14 8 8 18 14 13 18 19 15 13 19 16 12 12 17 13 9 16 8 10 1513 9 16 18 17 171513 18 188 13 1812 18 14 1713 149 14 14 131214 13 12 15 16 16 16 12 12 13 15 16 14 14 14 12 1212 16 19 15 13 15 1219 1818 16 15 16 12 181212 18 19 1518 188 14 14 1315 14 12 15 13 14 13 13 14 12 14 13 13 14 14 16 12 18 14 12 14 12 13 1414 15 1714 13 13 15 13 17 17 15 14 12 14 18 1212 1715 24 17 12 1091412 14 1419 14 15 16 13 9 20 20 20 13 1516 19 18 17 15 15 12 13 12 12 14 12 15 13 101316 10 14 1713 17 1212 15 191218 16 1618 12 13 14 15 15 1313 12 1514 1517 12 18 1414 13 16 16 17 20 17 18 1517 1314 15 17 14 182312 11 1299 18 18 18 18 1414 12 19 14 14 15 12 17 13 13 1719 14 15 17 13121713 15 17 19 13 17 20 20 17 1615 12 19 1512 1715 12 16 19 25 1420 14 15 8 9 10 16 1417 15 21 1619 16 14 15 18 18 15 14 17 18 8 16 13 16 17 1514 14 918 13 11 12 15 14 15 8 14 14 16 20 2014 16 1625 1814 17 12 12 17 9 12 15 17 14 12 13 17 13 15 14 13 14 17 1314 17 13 14 15 12 17 14 15 13 9 17 12 9 18 16 151413 16 1216 18 17 13 12 12 1212 16 1418 13 9 12 13 13 161414 14 14 9 13 14 12 1312 15 12 15 15 12 17 15 15 17 14 181315 1515 19 12 12 151314 13 13 1213 13 14 14 APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN APPROXIMATE LOCATION EXISTING UTILITY EASEMENT APPROXIMATE LOCATION EXISTING 8" WATER MAIN TEMPORARY 18" PIPE CURB AND GUTTER (TYP.) SEE DETAIL X/CS501 STANDARD PARKING SPACE SEE DETAIL X/CS501 SILT FENCE (TYP) LIMITS OF DISTURBANCE (TYP) 18" RCP TEMPORARY DIVERSION DITCH (TYP) SILT FENCE (TYP) LIMITS OF DISTURBANCE (TYP) 2 @ 24" RCP CONSTRUCTION ENTRANCE SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C4.0 - EROSION CONTROL PLAN STG1.DWG ---- 09/15/2022 16:54:53 LEGEND AND NOTES1 0 SCALE: 1"=60' (Horiz.) 120'60'60' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD TOTAL NUMBER OF BUILDINGS:(1) CIVIC / INSTITUTIONAL FLOOD PLAIN: ZONE X - PANEL 3231 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING AREA:27,473 SF GFA BUILDING HEIGHT:-- NUMBER OF STORIES 1 TOTAL IMPERVIOUS AREA:115,066 SF PARKING SURFACE 71,082 SF SIDEWALKS 8,094 SF CURB AND GUTTER 8,417 SF BUILDINGS AND STRUCTURES 27,473 SF PROPOSED BUILT UPON AREA:1% PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 ZONING:I-2-INDUSTRIAL DISTRICT SETBACKS:REQUIRED FRONT 50' REAR *REF 3.1.3.C SIDE *REF 3.1.3.C PARKING:REQUIRED PROVIDED REF. TABLE 5.1.2.A MINIMUM OFF-STREET PARKING FOR GOVERMENT OFFICE/BUILDINGS 2.5/1,000 SF GFA 27,473 / 1,000 = 28 X 2.5 = 70 SPACES 70 139 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C4.0 EROSION CONTROL PLAN STG1 OVERALL NEW HANOVER COUNTY TRC APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN APPROXIMATE LOCATION EXISTING UTILITY EASEMENT APPROXIMATE LOCATION EXISTING 8" WATER MAIN VAN VAN VAN VAN VA N VAN VAN VA N NEW HANOVER COUNTY DETECTIVE AND VICE BUILDING STORM INLET PROTECTION (TYP.) SEE DETAIL 5/C12.1 STORM INLET PROTECTION (TYP.) SEE DETAIL 5/C12.1 STORM INLET PROTECTION (TYP.) SEE DETAIL 5/C12.1 MAINTAIN PHASE 1 EROSION CONTROL MEASURES AS SHOWN ABOVE. CONSTRUCTION ENTRANCE SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C5.0 - EROSION CONTROL PLAN STG2.DWG ---- 09/15/2022 16:55:10 LEGEND AND NOTES1 0 SCALE: 1"=60' (Horiz.) 120'60'60' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD TOTAL NUMBER OF BUILDINGS:(1) CIVIC / INSTITUTIONAL FLOOD PLAIN: ZONE X - PANEL 3231 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING AREA:27,473 SF GFA BUILDING HEIGHT:-- NUMBER OF STORIES 1 TOTAL IMPERVIOUS AREA:115,066 SF PARKING SURFACE 71,082 SF SIDEWALKS 8,094 SF CURB AND GUTTER 8,417 SF BUILDINGS AND STRUCTURES 27,473 SF PROPOSED BUILT UPON AREA:1% PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 ZONING:I-2-INDUSTRIAL DISTRICT SETBACKS:REQUIRED FRONT 50' REAR *REF 3.1.3.C SIDE *REF 3.1.3.C PARKING:REQUIRED PROVIDED REF. TABLE 5.1.2.A MINIMUM OFF-STREET PARKING FOR GOVERMENT OFFICE/BUILDINGS 2.5/1,000 SF GFA 27,473 / 1,000 = 28 X 2.5 = 70 SPACES 70 139 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C5.0 EROSION CONTROL PLAN STG2 OVERALL NEW HANOVER COUNTY TRC APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN APPROXIMATE LOCATION EXISTING UTILITY EASEMENT APPROXIMATE LOCATION EXISTING 8" WATER MAIN VAN VAN VAN VAN VA N VAN VAN VA N SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C7.0 - GRADING AND DRAINAGE PLAN.DWG ---- 09/15/2022 16:55:25 LEGEND AND NOTES1 0 SCALE: 1"=60' (Horiz.) 120'60'60' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD TOTAL NUMBER OF BUILDINGS:(1) CIVIC / INSTITUTIONAL FLOOD PLAIN: ZONE X - PANEL 3231 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING AREA:27,473 SF GFA BUILDING HEIGHT:-- NUMBER OF STORIES 1 TOTAL IMPERVIOUS AREA:115,066 SF PARKING SURFACE 71,082 SF SIDEWALKS 8,094 SF CURB AND GUTTER 8,417 SF BUILDINGS AND STRUCTURES 27,473 SF PROPOSED BUILT UPON AREA:1% PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 ZONING:I-2-INDUSTRIAL DISTRICT SETBACKS:REQUIRED FRONT 50' REAR *REF 3.1.3.C SIDE *REF 3.1.3.C PARKING:REQUIRED PROVIDED REF. TABLE 5.1.2.A MINIMUM OFF-STREET PARKING FOR GOVERMENT OFFICE/BUILDINGS 2.5/1,000 SF GFA 27,473 / 1,000 = 28 X 2.5 = 70 SPACES 70 139 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C7.0 GRADING AND DRAINAGE PLAN OVERALL NEW HANOVER COUNTY TRC APPROXIMATE LOCATION EXISTING 8" GRAVITY SEWER APPROXIMATE LOCATION EXISTING 8" WATER MAIN APPROXIMATE LOCATION EXISTING UTILITY EASEMENT APPROXIMATE LOCATION EXISTING 8" WATER MAIN VAN VAN VAN VAN VA N VAN VAN VA N NEW HANOVER COUNTY DETECTIVE AND VICE BUILDING MA T C H L I N E S E E S H E E T C 8 . 1 MA T C H L I N E S E E S H E E T C 8 . 2 DUPLEX GRINDER PUMP STATION 2" FORCE MAIN DOMESTIC WATER SERVICE FIE HYDRANT ASSEMBLY (TYP) DOMESTIC WATER METER 8"X6" TAPPING SLEEVE AND VALVE TIE 2" FORCE MAIN INTO EXISTING MANHOLE FIE HYDRANT ASSEMBLY (TYP) FIE HYDRANT ASSEMBLY (TYP) SCALE: 1"= 60'2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C8.0 - UTILITY PLAN.DWG ---- 09/15/2022 16:55:35 LEGEND AND NOTES1 0 SCALE: 1"=60' (Horiz.) 120'60'60' SITE INFORMATION PARCEL AREA:205.22 ACRES SITE ADDRESS:3950 JUVENILE CENTER ROAD TOTAL NUMBER OF BUILDINGS:(1) CIVIC / INSTITUTIONAL FLOOD PLAIN: ZONE X - PANEL 3231 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING AREA:27,473 SF GFA BUILDING HEIGHT:-- NUMBER OF STORIES 1 TOTAL IMPERVIOUS AREA:115,066 SF PARKING SURFACE 71,082 SF SIDEWALKS 8,094 SF CURB AND GUTTER 8,417 SF BUILDINGS AND STRUCTURES 27,473 SF PROPOSED BUILT UPON AREA:1% PARCEL IDENTIFICATION NUMBER:PORTION OF R01800007-001-000 ZONING:I-2-INDUSTRIAL DISTRICT SETBACKS:REQUIRED FRONT 50' REAR *REF 3.1.3.C SIDE *REF 3.1.3.C PARKING:REQUIRED PROVIDED REF. TABLE 5.1.2.A MINIMUM OFF-STREET PARKING FOR GOVERMENT OFFICE/BUILDINGS 2.5/1,000 SF GFA 27,473 / 1,000 = 28 X 2.5 = 70 SPACES 70 139 00494-0041 AJW/AM/BD TSM RAM/TSM RAM 1" = 60' 09/15/2022 C8.0 UTILITY PLAN OVERALL NEW HANOVER COUNTY TRC MCI #9 N:211,804.00 GROUND E:2,332,835.43 GROUND EL. 27.93' NAVD 88(GEOID 18) MCI #12 N:211,600.64 GROUND E:2,332,382.51 GROUND EL. 28.10' NAVD 88(GEOID 18) MCI #13 N:211,686.48 GROUND E:2,332,159.27 GROUND EL. 28.97' NAVD 88(GEOID 18) MCI #14 N:211,760.74 GROUND E:2,331,953.71 GROUND EL. 28.28' NAVD 88(GEOID 18) MCI #16 N:212,228.62 GROUND E:2,331,991.52 GROUND EL. 24.21' NAVD 88(GEOID 18) MCI #17 N:212,327.25 GROUND E:2,332,253.49 GROUND EL. 25.34' NAVD 88(GEOID 18) MCI #18 N:212,164.58 GROUND E:2,332,540.12 GROUND EL. 26.31' NAVD 88(GEOID 18) MCI #19 N:212,111.14 GROUND E:2,332,721.82 GROUND EL. 27.45' NAVD 88(GEOID 18) MCI #20 N:211,997.02 GROUND E:2,332,888.17 GROUND EL. 28.33' NAVD 88(GEOID 18) 18 17 2117 15 1521 22 17 32 12 24 21 18 22 18 24 18 22 18 24 17 17 22 22 22 22 22 27 2218 20 10 26 22 19 19 17 15 14 20 19 19 28 21 1312 20 16 2117 18 12 1917 17 1520 14 16 19 24 18 15 20 13 19 19 13 1623 20 13 26 24 20 17 13 15 20 19 24 21 12 20 20 27 17 14 1614 28 20 32 20 ?? 19 19 21 15 14 14 19 15 20 1713 20 18 14 16 18 18 19 26 26 1720 26 18 25 19 231828 19 16 17 17 2128 MCI #11 N:211,547.59 GROUND E:2,332,634.12 GROUND EL. 24.36' NAVD 88(GEOID 18) 12 14 15 12 18 299 18 23 16 14 25 24 15 1417 19 21 8 21 12 15 21 9 13 18 13 14 1622 19 13 1913 8 3211 22 15 181413 14 24 10 21 13 15 17 15 1111 19 27 11 8 14 12 13 8 17 8 27 14 1216 21 11 19 21 19 19 8 17 1421 19 19 18 13 16 8 17 16 14 13 13 16 18 17 1514 15 15 9 161714 18 20 22 19 19 9 22 17 14 912 15 118 21 19 13 9 1314 13 21 22 19 15 20 11 1212 1720 18 12 13 8 12 12 18 12 19 18 15 1417 18 1616 11 16 12 1312 13 13 9 16 8 19 15 16 12 14 12 9 12 9 14 12 12 17 13 9 16 8 10 1513 9 16 18 17 17 1513 18 18 8 18 18 14 12 13 1414 15 1714 13 13 15 13 17 17 14 18 12 12 1715 24 17 12 109 14 12 14 14 19 14 15 16 13 9 20 20 20 13 15 12 13 12 12 14 12 15 13 10 13 16 10 14 1517 12 18 14 14 13 14 18 2312 11 1299 18 18 18 18 17 20 20 17 1615 12 19 15 12 17 15 12 16 19 25 14 20 14 8 9 10 16 1417 15 21 1619 16 14 15 18 18 15 14 17 18 8 16 13 16 17 15 14 14 918 13 11 12 15 14 15 8 14 14 16 20 2014 16 16 25 18 14 17 12 12 17 9 12 16 1216 18 17 13 12 12 1212 16 14 18 13 9 12 13 13 14 17 14 18 13 15 15 19 S78°59'01"W 238.83' N78°05'37"W 257.14' N68°58'00"W 239.17' N70°08'18"W 218.57' N11°12'48"W 277.69' N25°09'28"E 215.97' N69°22'07"E 279.93' S60°25'26"E 329. 5 7 ' S73°36'36"E 189.40' S55°32'58" E 2 0 1 . 7 3 ' S1 5 ° 1 6 ' 5 9 " W 2 0 0 . 0 9 ' S 0 8 ° 5 5 ' 4 9 " E 2 1 3 . 3 6 ' MCI #15 N:212,033.13 GROUND E:2,331,899.71 GROUND EL. 27.43' NAVD 88(GEOID 18) VAN VAN VA N VAN VA N VA N VA N VA N C C C C C C C C C C C C C C C C C C C C C C C C C CC C C C C C C U U U U U U U U U U U U REPRESENTS CANOPY TREE FOR INTERIOR PARKING LOT SHADING (TYP.) REPRESENTS UNDERSTORY TREE FOR INTERIOR PARKING LOT SHADING (TYP.) REPRESENTS PARKING LOT INTERIOR LANDSCAPE AREA (TYP.) CANOPY TREE BOTANICAL NAME COMMON NAME M. GRANDIFLORA `D.D. BLANCHARD` TM SOUTHERN MAGNOLIA QUERCUS PHELLOS WILLOW OAK QUERCUS SHUMARDII SHUMARD OAK U. PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM UNDERSTORY BOTANICAL NAME TREES COMMON NAME A. PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE A. PALMATUM DISSECTUM 'CRIMSON QUEEN' CRIMSON QUEEN JAPANESE MAPLE C. CANADENSIS 'ALBA' WHITE EASTERN REDBUD ILEX X `NELLIE R STEVENS` NELLIE STEVENS HOLLY TREE SCHEDULE SHRUBS BOTANICAL COMMON NAME C. SASANQUA `MINE NO YUKI` WHITE CAMELLIA C. SASANQUA 'YULETIDE' YULETIDE CAMELLIA C. FALCATUM HOLLY FERN D. ERYTHROSORA AUTUMN FERN F.JAPONICA JAPANESE FATSIA ILEX CORNUTA `CARISSA` CARISSA HOLLY SHRUBS BOTANICAL COMMON NAME ILEX VOMITORIA `NANA` DWARF YAUPON MUHLENBERGIA CAPILLARIS MUHLY GRASS PITTOSPORUM TOBIRA `COMPACTUM` COMPACT PITTOSPORUM PODOCARPUS MACROPHYLLUS MAKI SHRUBBY YEW ROSA X `MEIGALPIO` TM RED DRIFT GROUNDCOVER ROSE SHRUB SCHEDULE GROUND COVERS BOTANICAL / COMMON NAME CYNODON DACTYLON BERMUDA GRASS LIRIOPE MUSCARI `BIG BLUE` LIRIOPE TRACHELOSPERMUM ASIATICUM `ASIATIC` ASIATIC JASMINE GROUND COVER SCHEDULE SCALE: 1"= 40'LANDSCAPE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C10.0 - LANDSCAPE PLAN.DWG ---- 09/15/2022 16:55:53 LEGEND AND NOTES1 LANDSCAPE DATA REQUIREMENT REQUIRED PROVIDED SECTION 5.4. LANDSCAPING AND BUFFERING SEC. 5.3.4.C - GENERAL STANDARDS FOR LANDSCAPING PROVIDE 15 TREES PER DISTURBED ACRE 4.01 ACRES x 15 TREES = 60 TREES 60 TREES 55 PROPOSED TREES & 10+ EXISTING TREES SEC 5.4.5 SCREENING FOLLOWING USES SHIELDED FROM RESIDENTIAL USE WITH 100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDE STORAGE, LOADING/UNLOADING; HVAC UNITS N/A N/A SCREENING BY LIVING OR NON-LIVING MATERIAL 8' IN HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW, DUMPSTER/TRASH N/A N/A SEC 5.4.6 PARKING LOTS 5.4.6.E: PARKING LOT WITHIN 50' OF A RIGHT OF WAY REQUIRES A PLANTED BUFFER CONSISTING OF SHRUBBERY, A GRADE CHANGE, A PLANTED BERM OR ANY COMBINATION THEREOF -MIN. 3' IN HEIGHT AND 5' WIDTH N/A N/A PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHER VEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPED AREAS 76,427 SF x .08 = 6,114 SF INTERIOR LANDSCAPE AREA 1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1 TREE PER LANDSCAPE ISLAND 6,114 SF / 144 SF = 42 TREES REQUIRED MIN 75% CANOPY TREES 42 TREES x .75 = 32 CANOPY TREES REQUIRED 8% 6,114 SF 42 TREES (32 CANOPY) 9% 6,834 SF 45 TREES (33 CANOPY) SEC 5.4.7 STREETYARD LANDSCAPING SHALL BE REQUIRED ALONG ALL STREET FRONTAGES N/A N/A SEC. 5.4.8. - FOUNDATION PLANTINGS. 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE FRONT (SOUTH) 166 LF x 10' HT x .12 = 200 SF SIDE (EAST) 163 LF x 13' HT x .12 = 251 SF SIDE (WEST) 163 LF x 13' HT x .12 = 251 SF REAR (NORTH) 136 LF x 13' HT x .12 = 208 SF FRONT (SOUTH) 200 SF SIDE (EAST) 251 SF SIDE (WEST) 251 SF REAR (NORTH) 208 SF FRONT (SOUTH) 200 SF SIDE (EAST) 251 SF SIDE (WEST) 251 SF REAR (NORTH) 208 SF 0 SCALE: 1"=40' (Horiz.) 80'40'40' 00494-0041 ---- AJW/AM/BD TSM RAM/TSM RAM 1" = 40' -- 09/15/2022 C10.0 LANDSCAPE PLAN NEW HANOVER COUNTY TRC 3" DRIVE AISLES 8" PARKING SPACES 6" 2" NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) S9.5B SURFACE COURSE INSTALL 2 - 1.5" LIFTS COMPACTED AGGREGATE BASECOURSE,COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS S9.5B SURFACE COURSE INSTALL 1 - 2" LIFT COMPACTED AGGREGATE BASECOURSE,COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) HEAVY DUTY LIGHT DUTY CONSTRUCTION JOINT EXPANSION JOINT CONTROL JOINT NOTES: 1.CONTROL JOINTS SHALL BE LOCATED APPROXIMATELY 5' O.C. AND EQUIDISTANT. 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER. 3.SEE DETAILS BELOW FOR EXPANSION JOINTS AND CONSTRUCTION JOINTS. 1" 1 8" 1" R1 8" NOTES: 1.CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINT LOCATIONS, SEE DETAIL ABOVE FOR LOCATIONS 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER 3.SEE DETAIL BELOW FOR EXPANSION JOINTS AND ABOVE FOR CONTROL JOINTS. 1 8" R1 8" 1ST POUR 2ND POUR 1ST POUR 2ND POUR 1 2" NOTES: 1.EXPANSION JOINTS SHALL BE LOCATED EVERY 50' MIN. 2.EXTEND EXPANSION JOINT 100% THROUGH PAVEMENT SURFACE. 3.ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS DURING INSTALLATION AND AFTER INSTALLATION. 4.SEE DETAIL AT TOP FOR CONTROL JOINTS AND ABOVE FOR CONSTRUCTION JOINTS. R1 8" DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/CS501 SAW-CUT JOINT GROOVE SAW-CUT JOINT GROOVE COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 1/2" PRE-FORMED BITUMINOUS JOINT MATERIAL 5/8" BACKER ROD SILICONE CAULK, COLOR TO MATCH CONCRETE DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/CS501 COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) BUTT JOINT COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 3" 3" WI D T H V A R I E S , R E F E R TO L A Y O U T P L A N NOTES: 1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES REQUIREMENTS. 2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER. 3.REFER TO 1/C11.0 FOR PAVEMENT JOINT TYPES AND LOCATIONS 4.PER ADA REQUIREMENTS: MAXIMUM CROSS SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, MAXIMUM RUNNING SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:20, WALKING SURFACES ALONG AN ACCESSIBLE ROUTE STEEPER THAN 1:20 REQUIRE RAMPS, RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS, RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12, MAXIMUM RISE PER RAMP IS 30", LANDINGS MUST BE PROVIDED WHERE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 5.WALKING SURFACES AT BUILDING ENTRANCES SHALL PROVIDE ADEQUATE ACCESSIBLE MANEUVERING CLEARANCE, SEE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION. PLAN 3/8" = 1'-0" EQ EQ LIGHT BROOM FINISH, SWEEP PERPENDICULAR TO PATH OF TRAVEL SMOOTH TROWEL EDGE PAVEMENT JOINTS, SEE DETAIL 1/C11.0 FOR LOCATIONS 4" SECTION 1 1/2" = 1'-0" R1 2" 3,000 PSI CONCRETE @ 28 DAYS, SEE PLAN ABOVE FOR FINISHES 1" AT ADJACENT PLANTING AREA (SHOWN) OR FLUSH AT ADJACENT LAWN OR HARDSCAPE COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC SPACED 6" O. C. BOTH DIRECTIONS, AS INDICATED BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN SPECIFICATIONS. 2" 12" COMPACTED, NON-RUTTING SUBGRADE, COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 6" 4,000 PSI @ 28 DAYS CONCRETE MESH - 6x6 W1.4/W1.4 6" AGGREGATE COURSE BASE CONCRETE 12" SECTION ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 CONCRETE PAVEMENT, SEE DETAIL 4/C11.0 MESH-REINFORCED COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 111 2"51 2" 6" 12" R=1" 18" 1/2" FILLED EXPANSION JOINT CONCTROL JOINT (1/4" X 1" DEEP SCORE) OBLIQUE VIEW VERTICAL CURB AND GUTTER 1112"512" 6" 12" R=1" 18" 3 4" R=1 2" R=114" R=1 2" R=11 4" 3 4" 6" 12" 12" 6" VERTICAL CURB AND GUTTER (CATCH) VERTICAL CURB AND GUTTER (SPILL) NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS 2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING 3. MINIMUM INSTALLATION LENGTH IS 5 FT. 4. CONCRETE TO BE 3000 PSI MIN 5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE 6. SUBGRADE TO BE COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AGGREGATE BASE COURSE AGGREGATE BASE COURSE FENCE POST CAP 8"Ø STEEL PIPE, FILL WITH CONCRETE, PAINT OSHA YELLOW ANCHOR PIPE IN CONCRETE FOOTING 2'-0"x2'-0"x2'-6" DEEP HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL 4/C11.0 5' - 0 " COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) FINISH GRADE NTSASPHALT PAVEMENT5 NTSCURB AND GUTTER DETAIL3 00494-0041 ---- AJW/AM/BD TSM RAM/TSM RAM AS SHOWN -- 09/15/2022 C11.0 SITE DETAILS NEW HANOVER COUNTY TRC NTSSIDEWALK JOINTS1NTSSIDEWALK2NTSHEAVY DUTY CONCRETE4 NTSASHPALT TO CONCRETE TRANSITION6 NTSBOLLARD7 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C11.0 - SITE DETAILS.DWG ---- 09/15/2022 16:56:26 WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE 8' MIN.5' or 8' SEE PLAN 4" 2" 4"4" 2" 4" 18 ' M I N . FACE OF CURB 4" WHITE 18 ' STRIPES 9' EDGE OF PAVEMENT WHITE HANDICAP PARKING STALL TYPICAL PARKING STALL NOTE: HANDICAP PARKING SIGNS SHALL BE CLEAR OF ANY ACCESSIBLE CURB RAMPS AND FLARES FACE OF CURB OR BUILDING OR OPPOSING PARKING STALL SEE DETAIL BOLLARD BASE A A ISOMETRIC NOT TO SCALE 1:1 2 M A X . SL O P E NOTES: 1.MAXIMUM RAMP RISE NOT TO EXCEED 6". 2.SEE ALSO CONCRETE PAVEMENT NOTES 4/C11.0 3.TRUNCATED DOME WARNING MAT - 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, CUT AS REQUIRED, COLOR TO BE BRICK RED. 4'-0" M I N , SEE P L A N 6'- 0 " 5'-0 " 6"- 8 " 24" PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE SIDEWALK, SEE DETAIL 2/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 3/C11.0 ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 PLANTING AREA OR LAWN AREA, SEE LANDSCAPE PLANS EXPANSION JOINT, SEE DETAIL 1/C11.0TRANSITION CURB FLAT AREA TRANSITIONING CURB TO SLOPED WALKWAY TRUNCATED DOME WARNING MATS 1:12 M A X . SLOP E 6'-0" 6'-0" A A 1:12 M A X . SLOP E 1:5 0 M A X . SL O P E 4'- 0 " M I N , SE E P L A N ISOMETRIC NOT TO SCALE NOTE: MAXIMUM RAMP RISE NOT TO EXCEED 6". 4'-0" M I N , SEE P L A N CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL, 1:48 SLOPE MAX. ANY DIRECTION INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER CONCRETE RAMP ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 CONCRETE RAMP TRANSITION CURB INTEGRAL TRANSITION CURB SIMILAR TO TRANSITION CONCRETE CURB PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE CURB AND GUTTER, SEE DETAIL 4/CS504 DETECTABLE WARNING SURFACE, SEE PLAN FOR LOCATIONS, "ULINE" OR APPROVED EQUIVALENT, 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, COLOR TO BE CHOSEN BY LANDSCAPE ARCHITECT 1:12 MAX. SLOPE SECTION A 3/4" = 1'-0" 24" PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE SIDEWALK, SEE DETAIL 2/C11.0 ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 3/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 FLAT AREA TRANSITIONING CURB TO SLOPED WALKWAY COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) MONOLITHIC TAPER CURB (SEE ISOMETRIC) 2% MAX. SLOPE SECTION A 3/4" = 1'-0" CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 2/C11.0 INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER CONCRETE RAMP BEYOND, SEE ISOMETRIC ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 3/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) NTSSTOP SIGN3 00494-0041 ---- AJW/AM/BD TSM RAM/TSM RAM AS SHOWN -- 09/15/2022 C11.1 SITE DETAILS NEW HANOVER COUNTY TRC NTSHC ACCESSIBLE AND STANDARD PARKING SPACE5NTSHC ACCESSIBLE SIGN6 NTSHC ACCESSIBLE SIGN4 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C11.0 - SITE DETAILS.DWG ---- 09/15/2022 16:56:55 NTSACCESSIBLE CURB RAMP TYPE 11NTSACCESSIBLE CURB RAMP TYPE 22 STAKING PLAN 2 TO 3 TIMES THE ROOT BALL DIAMETER 6" GENERAL NOTES: A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING B.SCARIFY BOTTOM AND SIDES OF PLANT PIT. C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. D.DO NOT WRAP TREE TRUNK. E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING NORTH. F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER 2"4" 120° NATIVE SUBGRADE 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS "ARBORTIE" HEAVY DUTY TREE GUY STRAPPING, COLOR TO BE GREEN, 900LB BREAK STRENGTH, SLACK STRAP LIGHTLY TO ALLOW SLIGHT MOVEMENT IN TREE TREE AS SPECIFIED PER LANDSCAPE PLAN(S) MULCH AS SPECIFIED, KEEP 6" AWAY FROM TREE TRUNK LOOP STRAPPING JUST ABOVE FIRST LIMB AND AROUND CENTRAL LEADER, REFER TO MANUFACTURER'S RECOMMENDATION FOR TYING METHOD PULL BACK TOP 14 OF BURLAP, TWINE TIES AND WIRE BASKET, LEAVE REMAINDER AROUND ROOT BALL FINISH GRADE 2" X 2" X 30" UNTREATED LUMBER STAKES (TYP.), (3) TOTAL EQUALLY SPACED AROUND TREE, INSTALL OUTSIDE OF ROOTBALL AND BACKFILLED SOIL MIXTUREBALLED AND BURLAP ROOT BALL TOPSOIL ROOT FLARE TO BE SET 2" ABOVE EXISTING GRADE PREVAILING WINDS STAKE TRUNK COMPACTED NATIVE SOIL PEDESTAL SECTION NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 1'-0" O.C.10" O.C. 1'-6" O.C.1'-4" O.C. 2'-0" O.C.1'-9" O.C. 2'-6" O.C.2'-2" O.C. 3'-0" O.C.2'-7" O.C. 3'-6" O.C.3'-0" O.C. 4'-0" O.C.3'-6" O.C. SPACING (A)ROW OFFSET (B) 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. 7'-0" O.C.6'-1" O.C. 8'-0" O.C.6'-11" O.C. 9'-0" O.C.7'-10" O.C. 10'-0" O.C.8'-8" O.C. A B PLANT SPACING PLAN A TOPSOIL SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM ROOT CROWN ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS SHRUB ROOT BALL PLANTING BED EDGE SHRUB SECTION 1" M I N . 6" MIN. GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF GROUND COVER ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 6" O.C.5" O.C. 8" O.C.7" O.C. 12" O.C.10" O.C. 15" O.C.1'-1" O.C. 18" O.C.1'-4" O.C. SPACING (A)ROW OFFSET (B) 24" O.C.1'-9" O.C. 36" O.C.2'-7" O.C. 4'-0" O.C.3'-6" O.C. 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. A B 2 PLANT SPACING PLAN A 4 TOPSOIL SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM TREE TRUNK ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. GROUND COVER ROOT BALL 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING AS SPECIFIED (TYP.) SECTION 1" M I N . 4" MIN. CANOPY TREE SIZE CALIPER HEIGHT QTY REMARKS MAGNOLIA GRANDIFLORA `D.D. BLANCHARD` TM SOUTHERN MAGNOLIA B & B 2" CAL.12`-14` HT.3 SINGLE DOMINANT LEADER, UNIFORM CANOPY, FULL TO GROUND & MATCHED QUERCUS PHELLOS WILLOW OAK B & B 2" CAL.10`-12` HT.14 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QUERCUS SHUMARDII SHUMARD OAK B & B 2" CAL.10`-12` HT.16 SINGLE STEM. UNIFORM CANOPY & MATCHED ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM B & B 3" CAL.10`-12` HT.2 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED UNDERSTORY TREES SIZE CALIPER HEIGHT QTY REMARKS ACER PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE B & B 2" CAL.8` HT. MIN.5 SINGLE DOMINANT LEADER. UNIFORM CANOPY & MATCHED. ACER PALMATUM DISSECTUM 'CRIMSON QUEEN' CRIMSON QUEEN JAPANESE MAPLE B & B 1.5" CAL.4`-5` HT.1 SINGLE DOMINANT LEADER. UNIFORM CANOPY & MATCHED. CERCIS CANADENSIS 'ALBA' WHITE EASTERN REDBUD B & B 2" CAL.8` HT. MIN.13 SINGLE DOMINANT LEADER. UNIFORM CANOPY & MATCHED. ILEX X `NELLIE R STEVENS` NELLIE STEVENS HOLLY B & B 2" CAL.8` HT. MIN.2 UNIFORM CANOPY, FULL TO GROUND & MATCHED TREE SCHEDULE SHRUBS SIZE HEIGHT SPREAD SPACING QTY REMARKS CAMELLIA SASANQUA `MINE NO YUKI` WHITE CAMELLIA 7 GAL.24"-30" HT.24"-30" SPD.5` O.C.2 UNIFORM HEAD & MATCHED CAMELLIA SASANQUA 'YULETIDE' YULETIDE CAMELLIA 10 GAL.36"-48" HT.30"-36" SPD.6` O.C.5 UNIFORM HEAD & MATCHED CYRTOMIUM FALCATUM HOLLY FERN 1 GAL.12"-15" HT.12"-15" SPD.3` O.C.81 UNIFORM CANOPY & MATCHED DRYOPTERIS ERYTHROSORA AUTUMN FERN 1 GAL.12"-15" HT.18"-24" SPD.3` O.C.16 UNIFORM HEAD & MATCHED. FATSIA JAPONICA JAPANESE FATSIA 7 GAL.30"-36" HT.30"-36" SPD.6` O.C.5 UNIFORM HEAD & MATCHED ILEX CORNUTA `CARISSA` CARISSA HOLLY 3 GAL.18"-24" HT.18"-24" SPD.3.5` O.C.90 UNIFORM HEAD & MATCHED ILEX VOMITORIA `NANA` DWARF YAUPON 3 GAL.12"-15" HT.12"-15" SPD.3` O.C.67 UNIFORM HEAD & MATCHED MUHLENBERGIA CAPILLARIS MUHLY GRASS 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.72 UNIFORM HEAD & MATCHED PITTOSPORUM TOBIRA `COMPACTUM` COMPACT PITTOSPORUM 3 GAL.18"-24" HT.18"-24" SPD.5` O.C.47 UNIFORM HEAD & MATCHED PODOCARPUS MACROPHYLLUS MAKI SHRUBBY YEW 10 GAL.48"-60" HT.30"-36" SPD.5` O.C.3 UNIFORM HEAD & MATCHED ROSA X `MEIGALPIO` TM RED DRIFT GROUNDCOVER ROSE 3 GAL.12"-15" HT.12"-15" SPD.2.5` O.C.16 UNIFORM HEAD & MATCHED SHRUB SCHEDULE GROUND COVERS SIZE SPACING SPACING QTY REMARKS CYNODON DACTYLON BERMUDA GRASS SOD 49,303 SF LIRIOPE MUSCARI `BIG BLUE` LIRIOPE 1 QT.15" O.C.15" o.c.196 MATCHED TRACHELOSPERMUM ASIATICUM `ASIATIC` ASIATIC JASMINE 4" POT 30" O.C.30" o.c.135 MATCHED GROUND COVER SCHEDULE 1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. 2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. 4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. 5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS. 7.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK FILLING. 8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. 9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. 10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. 11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING. 12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING. 13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. 14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS. 15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED. 16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD. 17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES. 19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS. 20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. 22.ESTABLISH PLANT BED CONFIGURATION. LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD. 23.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. 24.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. 25.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 26.LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE PLACEMENT OF TREES PRIOR TO PLANTING. 27.STREET TREES SHALL BE MAINTAINED TO PROVIDE 13’-6” CLEAR HEIGHT FOR THE PORTION OF THE TREE CANOPY THAT EXTENDS OVER THE VEHICULAR NETWORK. 28.STREET TREES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM STREETLIGHTS. 29.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 30.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED AT ALL STREET TREE LOCATIONS AND WHERE A TREE IS WITHIN 10' OF A UTILITY OR HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION. TYPICAL GROUND COVER PLANTING1TYPICAL SHRUB PLANTING2TYPICAL TREE PLANTING3GENERAL LANDSCAPE NOTES4 PLANT LEGEND5 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION VICE AND DETECTIVES FACILITY NEW HANOVER COUNTY, NORTH CAROLINA 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 NEW HANOVER COUNTY FACILITIES MANAGEMENT 200 DIVISION DRIVE WILMINGTON, NC 28401 (910)798-4338 I:\00494\0041\ENG\80-DRAWINGS\C17.0 - LANDSCAPE DETAILS.DWG ---- 09/15/2022 16:57:06 00494-0041 ---- AJW/AM/BD TSM RAM/TSM RAM AS SHOWN -- 09/15/2022 C17.0 LANDSCAPE DETAILS NEW HANOVER COUNTY TRC