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12_2022-01-18_Site Plan Approval Review DrawingsC C C HHH VAN H H H H H H VA N HH H VAN THE RE S I D E N C E A T C A N O P Y P O I N T E 20 5 , 2 0 9 , 2 1 3 & 2 1 7 M I D D L E S O U N D L O O P R O A D , W I L M I N G T O N N C SC A L E : 1 " = 1 0 0 ' LOCATION MAP2 SH E E T I N D E X 1 PROJECT INFORMATION3 SCALE: NOT TO SCALEVICINITY MAP4 THE RESIDENCE AT CANOPY POINTE07921-0002 NAME:RESIDENCE AT CANOPY POINTEOWNER:BRAD RESIDENCE AT CANOPY POINTE1630 MILITARY ROAD, SUITE 104WILMINGTON, NC 28403ENGINEER: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TRAE H. LIVICK, PETLIVICK@MCKIMCREED.COMLANDSCAPE ARCHITECT: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TIM R. CLARK, PLATCLARK@MCKIMCREED.COMSURVEYOR: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048CHAD BURCHETTE, PLSCBURCHETTE@MCKIMCREED.COM MILITARY CUTOFF RD SI T E P L A N A P P L I C A T I O N R E V I E W 01 / 1 8 / 2 0 2 2 01/18/2022 GORDON RD MARKET STMARKET ST SH E E T N U M B E R SH E E T T I T L E C1 . 0 CO V E R C2 . 0 EX I S T I N G C O N D I T I O N S A N D T R E E R E M O V A L C3 . 0 SI T E P L A N C4 . 0 ER O S I O N C O N T R O L P L A N - S T A G E 1 C5 . 0 ER O S I O N C O N T R O L P L A N - S T A G E 2 C7 . 0 GR A D I N G & D R A I N A G E P L A N C8 . 0 UT I L I T Y P L A N C1 0 . 0 LA N D S C A P E P L A N C1 1 . 0 SI T E D E T A I L S C1 1 . 1 SI T E D E T A I L S C1 1 . 2 SI T E D E T A I L S C1 2 . 0 ER O S I O N C O N T R O L D E T A I L S C1 2 . 1 ER O S I O N C O N T R O L D E T A I L S C1 2 . 2 ER O S I O N C O N T R O L D E T A I L S C1 4 . 0 UT I L I T Y D E T A I L S C1 4 . 1 UT I L I T Y D E T A I L S C1 4 . 2 UT I L I T Y D E T A I L S C1 6 . 0 ST O R M W A T E R D E T A I L S C1 6 . 1 ST O R M W A T E R P O N D D E T A I L C1 7 . 0 LA N D S C A P E D E T A I L S PROJECT SITEMIDDLE SOUND LOOP PA G E S C O R N E R FIRE HYDRANT STOP SIGN ST O P S I G N FI R E H Y D R A N T LI V I N G W A T E R S M I N I S T R I E S ST O P S I G N THE CHURCH OF GOD BLOOMINGTON LAN E TH E F I E L D S A T W E N D O V E R MIDDL E S O U N D L O O P R O A D PR O J E C T L I M I T S ST O R M W A T E R P O N D RE S I D E N C E A T C A N O P Y P O I N T E AP A R T M E N T B U I L D I N G 28 6 . 8 0 ' ( G R I D ) Le Mu PROPERTY LINE DITCH PROPERTY LINE PROPERTY LINE N/F OGDEN ADVENT BAPTIST CHURCH DB 1144 PG 452 MB 2 PG 78 LOT 20 PIN# 3159-20-71-8920 ZONING R15 N/F JON MASON & ASSOCIATES, LLC DB 4645 PG 933 MB 46 PG 63 TRACT 4 PIN# 3159-20-71-8251 ZONING R15 N/F AMH NC PROPERTIES LP DB 6017 PG 1110 PIN: 315920.81.0843.000 ZONING R15 3 6 " C M P I N V 2 4 . 4 5 ' I N V 2 4 . 0 8 ' 3' CHAIN LINK FENCE 6' WOOD FENCE 4' CHAIN LINK FENCE GRAVEL DRIVES (TYP) 60.00' 30' PRIV A T E A C C E S S E A S E M E N T - TO BE A B A N D O N E D N/F ROBERT GRANT DB 5383 PG 2648 PIN# 3159-20-71-5182 ZONING R15 N/F MORRIS JACKSON PERMENTER DB 15E PG 828 PIN# 3159-20-71-5242 ZONING R15 N/F FRANCES E BIGGS DB 9912 PG 111 PIN# 3159-19-71-4248 ZONING R15 TREE CRITICAL ROOT ZONE (TYP.) TREE CRITICAL ROOT ZONE TREE CRITICAL ROOT ZONE SSMH TOP 38.01' INV NW 31.85' INV SE 31.78' SSMH TOP 33.62' INV NW 27.29' INV SE 27.26' TREE PLANNED FOR REMOVAL LOT LINE TYP. EASEMENT LINETREE TO BE SAVED TREE TO BE SAVED TREE PLANNED FOR REMOVAL EXISTING DITCH CENTER LINE (TYP.) - TO BE REMOVED MI D D L E S O U N D L O O P R O A D N/F JOHN DORTCH MCCALL DB 5084 PG 285 MB -- PG -- PIN# 3159-20-71-6089 ZONING R15 EXISTING RIGHT OF WAY N/F FODRIE ELIZABETH ASHLEY DB 4884 PG 1539 PIN: 315920.81.1776.000 ZONING R15 N/F TRAVIS KEITH KATHRYN M DB 6206 PG 1281 PIN: 315920.81.3725.000 ZONING R15 N/F HUBIS FRANCES HARRELSON DB 9909 PG 0720 PIN: 315920.81.0951.000 ZONING R15 CFPUA 8" WATER MAIN 8" SANITARY SEWER LINE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C2.0 EXISTING CONDITIONS.DWG ---- 01/18/2022 10:57:27 LEGEND AND NOTES1SCALE: 1"= 30'EXISTING CONDITIONS AND TREE REMOVAL2 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C2.0 EXISTING CONDITIONS AND TREE REMOVAL 0 SCALE: 1"=30' (Horiz.) 60'30'30' SYMBOLS LEGEND SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC CEDAR CHERRY CRAPE DOGWOOD BEECH GUM HOLLY OAK MAGNOLIA MAPLE MIMOSA PECAN PINE POPLAR SYCAMORE MISC HARDWOOD = = = = = = = = = = = = = = = = =REBAR & CAPRBC 12. 3 = = ELEVATION GROUND SHOT ELEVATION =CONCRETE =ASPHALT PAVEMENT =INVERTINV. EL. =CORRUGATED METAL PIPECMP =LANDSCAPE AREALSA =DUCTILE IRON PIPEDIP =REINFORCED CONCRETE PIPERCP =IRON PIPE FOUNDIPF =RIGHT OF WAYR/W =PAGE =DEED BOOK =NOW/FORMERLYN/F PG DB =SPRINKLER =CONCRETE MONUMENT FOUND = = = = LIGHT POLE POWER POLE TELEPHONE PEDESTAL FIRE HYDRANT =SIGN =GUY WIRE =WATER VALVE =CLEANOUT =WATER METER =GAS VALVE =SANITARY SEWER MANHOLE =YARD INLET =ELECTRIC HANDHOLE =STORM DRAIN MANHOLE =CURB INLET =SANITARY SEWER VALVE =YARD LIGHT =TELEPHONE MANHOLE =MAILBOX = = = = LIGHT POLE POWER POLE TELEPHONE PEDESTAL FIRE HYDRANT =SIGN =GUY WIRE =WATER VALVE =CLEANOUT =WATER METER =GAS VALVE =SANITARY SEWER MANHOLE =YARD INLET =ELECTRIC HANDHOLE =STORM DRAIN MANHOLE =CURB INLET =SANITARY SEWER VALVE =YARD LIGHT =TELEPHONE MANHOLE =MAILBOX =OVERHEAD ELECTRIC LINE =WOODSLINE =UNDERGROUND ELECTRIC LINE =UNDERGROUND WATER LINE =UNDERGROUND GAS LINE =UNKNOWN UTILITY LINE =LINES PER NEW HANOVER GIS = = CHAIN LINK FENCE UNDERGROUND STORM LINE =UNDERGROUND SANITARY LINE =UNDERGROUND FIBER OPTIC LINE =UNDERGROUND TELEPHONE LINE =UNDERGROUND CABLE LINE LINE TYPE LEGEND SITE DATA PROJECT NAME THE RESIDENCE AT CANOPY POINTE PROJECT ADDRESS 205, 209, 213 & 217 MIDDLE SOUND LOOP RD PARCEL ID R04410-001-007-000 R04410-001-008-000 R04410-001-009-000 R04410-001-010-000 PROPERTY OWNER BHC PROPERTIES LLC DATE OF TOPOGRAPHIC DATA 1/27/2020 ZONING CD-RMF-M TOTAL PROPERTY ACREAGE ±4.77 FLOOD PLAIN ZONE X - PANEL 3159 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN NOTES: 1.ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET UNLESS OTHERWISE SHOWN 2.BEARINGS BASED ON NC GRID NAD 83/2011, VERTICAL DATUM IS NAVD88 SOILS: 1.LEON SAND (Le) 2.MURVILLE FINE SAND (Mu) STORMWATER CONTROL MEASURE CCC H H H VA N H H APPROVED BUILDING SETBACK A P P R O V E D B U I L D I N G S E T B A C K HHHH VAN H H HVA N PROPERTY LINE 28 6 . 8 0 ' ( G R I D ) SF-3 SF-1 SF-2 PA-2 SF-7 MI-1 PA-1 PA-1 PA-1 PA-3 PA-3 SF-4 PA-2 SR-1 PA-5 PA-5 PA-5 PA-5 PA-6 PA-7 PA-8 PA-8 SF-7 SF-7 SF-7 4' ADDI T I O N A L S E T B A C K 4' A D D I T I O N A L S E T B A C K 4' ADDITIONAL SETBACK PA-10 PA-9 PA-9 SR-1 10' X 70' NCDOT SITE DISTANCE TRIANGLE MI-2 PA-5 RESIDENCE AT CANOPY POINTE APARTMENT BUILDINGSF-5 SF-5 MAINTENANCE ACCESS (TYP.) PA-11 SR-2 SR-1 SF-9 PA-9 SR-3 PA-13 PA-6 PA-3 PA-3 PA-13 PA-13 PA-5 PA-5 SF-6 MI-3 SF-8 PA-4 PA-12 PA-14 PA-15 TEMPORARY CONSTRUCTION EASEMENT PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT ENTRY SIGN BY OTHER AND PER SEPARATE PERMIT DRAWINGS 30' PRIV A T E A C C E S S E A S E M E N T - TO BE A B A N D O N E D 20' BUIL D I N G S E T B A C K 35 ' B U I L D I N G S E T B A C K 20' BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K 4 ' A D D I T I O N A L S E T B A C K 83.77' 36 . 3 9 ' 40 . 8 8 ' 95.35' 71.11' 22.00' 24.00' 22.00'24.00' 24 . 0 0 ' 24 . 0 0 ' R15.00' TYP. 9.0 0 ' T Y P . R3.00' TYP. R3.00' TYP. 28 . 0 0 ' R15.00' TYP. 1 8 . 0 0 ' T Y P . R25.00' 2 2 . 0 0 ' 2 2 . 0 0 ' 10. 0 0 ' 18 . 0 0 ' T Y P . 9.00' TYP. R16.00' R10.00' R3.00' TYP. R 3 . 0 0 ' R 5 . 0 0 ' 8.00'5.00'8.00' 18 . 0 0 ' 18.00'8. 0 0 ' 5. 0 0 ' 8. 0 0 ' SF-10 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C3.0 SITE PLAN.DWG ---- 01/18/2022 13:04:19 LEGEND AND NOTES1SCALE: 1"= 30'SITE PLAN2 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' NA 01/18/2022 C3.0 SITE PLAN 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC KEY NOTES PAVING & CONCRETE DETAIL REFERENCE PA-1 STANDARD PARKING SPACE (TYP.)6/C11.2 PA-2 PAINTED PARKING STRIPING (TYP.)6/C11.2 PA-3 CONCRETE CURBING (TYP.)3/C11.0 PA-4 PAINTED STOP BAR 5/C11.2 PA-5 CONCRETE SIDEWALK (TYP.)2/C11.0 PA-6 ACCESSIBLE PARKING SPACE (TYP.)6/C11.2 PA-7 ACCESSIBLE PARKING SPACE - VAN 6/C11.2 PA-8 ACCESSIBLE PARKING SIGN (TYP.)7 & 8/C11.2 PA-9 CONCRETE WHEEL STOP (TYP.)8/C11.0 PA-10 COMPACT PARKING SPACE SIGN 4/C11.2 PA-11 TURN DOWN CURB 9/C11.0 PA-12 SAWCUT EXISTING PAVEMENT PA-13 HEAVY DUTY CONCRETE 4/C11.0 PA-14 FLUSH CURB 6/C11.0 PA-15 ASPHALT PAVEMENT 5/C11.0 STAIRS AND RAMPS SR-1 ACCESSIBLE CURB RAMP TYPE 1 1/C11.1 SR-2 ACCESSIBLE CURB RAMP TYPE 2 2/C11.1 SR-3 ACCESSIBLE CURB RAMP TYPE 3 3/C11.1 SITE FURNISHINGS SF-1 BOLLARD (TYP.)7/C11.0 SF-2 DUMPSTER (TYP.)DESIGNED BY OTHERS SF-3 RECYCLING CONTAINER (TYP.)DESIGNED BY OTHERS SF-4 RAISED PLANTER GARDEN SF-5 TRASH CAN PER CONTRACTOR, OWNER TO APPROVE SF-6 CHAIN LINK FENCE AND GATE 5/C11.1 SF-7 OUTDOOR SEATING AREA WITH BENCH PER CONTRACTOR, OWNER TO APPROVE SF-8 STOP SIGN 1/C11.2 SF-9 PAINTED CROSS WALK STRIPING 5/C11.2 SF-10 WOOD FENCE 4/C11.1 MISCELLANEOUS MI-1 VINYL DUMPSTER ENCLOSURE PER ARCHITECT MI-2 GAZEBO PER ARCHITECT MI-3 ENTRANCE SIGN DESIGNED BY OTHERS MI-4 CURB AND GUTTER LEGEND CATCH CURB (GRAY FILL) (TYP.) SEE DETAIL TRANSITION FROM SPILL TO CATCH CURB (GRAY DASHED FILL) (TYP.) SPILL CURB (NO FILL COLOR) (TYP.) SEE DETAIL SYMBOLS LEGEND HVAC LOCATIONS, SEE ARCHITECTURAL DRAWINGS MI D D L E S O U N D L O O P R O A D OPENSPACE ADA ACCESSIBLE ROUTE SITE INFORMATION PARCEL AREA:4.77 ACRES SITE ADDRESS:205, 209, 213 & 217 MIDDLE SOUND LOOP RD TOTAL NUMBER OF BUILDINGS:(1) RESIDENTIAL NUMBER OF STORIES:3 NUMBER OF UNITS:72 PROJECT DENSITY:REQUIRED PROVIDED 17 DU/AC 15.1 DU/AC FLOOD PLAIN: ZONE X - PANEL 3159 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING:1 PHASE BUILDING HEIGHT:42' BUILDING AREA:80,920 SF GFA BUILDING HEIGHT:35'-4" IMPERVIOUS AREA:87,842 SF PARCEL IDENTIFICATION NUMBER: R04410-001-007-000 - 0.93 AC R04410-001-008-000 - 1.42 AC R04410-001-010-000 - 2.30 AC R04410-001-009-000 - 0.12 AC ZONING:CD-RMF-M SETBACKS:REQUIRED ADDITIONAL FOR BUILDING HEIGHT OVER 35' FRONT 35' 4' REAR 25' 4' SIDE 20' 4' OPEN SPACE:REQUIRED PROVIDED 0.94 ACRES 0.98 ACRES PARKING:108 108 AM PEAK PM PEAK TRIP GENERATION:14 20 MI D D L E S O U N D L O O P R O A D 6 0 ' P U B L I C R / W 30 29 31 32 22 21 32 33 32 33 34 UNDISTURBED VEGETATION (TYP.) SILT FENCE TO BE LOCATED OUTSIDE CRITICAL ROOT ZONES OF REGULATED TREES TO REMAIN(TYP.) 30.63 29.50 29.50 31.18 TDD1 303 LF TEMPORARY DIVERSION DITCH, 1.7 AC. DRAINAGE AREA TDD2 360 LF TEMPORARY DIVERSION DITCH, 1.4 AC. DRAINAGE AREA TSB1 TEMPORARY SEDIMENT BASIN WITH SKIMMER, 5.8 AC. DRAINAGE AREA RCDW1 ROCK CHECK DAM WITH WEIR, SECONDARY SEDIMENT TREATMENT MEASURE RIPRAP DITCH STABILIZATION, TEMPORARY WATTLE CHECK DAM (TYP.) TEMPORARY WATTLE CHECK DAM (TYP.) TREE PROTECTION FENCING (TYP.) TREE PROTECTION FENCING (TYP.)50.00' 20 . 0 0 ' TEMPORARY CONSTRUCTION ENTRANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) PD1 336 LF PERIMETER DIKE TOP/CENTERLINE (TYP.), NAVIGATE THROUGH EXISTING VEGETATION, MAINTAINING REGULATED TREES, MINIMIZING IMPACT TO UNREGULATED TREES AND UNDERSTORY VEGETATION 34.00 29.90 RIPRAP OUTLET PROTECTION (OP3) PDD1 61 LF PERMANENT DIVERSION DITCH, PHASE 1 LAYOUT TEMPORARY DIKE TO ASSURE DRAINAGE CONVEYED VIA PERIMETER DIKE (PD1) DRAINS TO PHASE LAYOUT OF PERMANENT DRAINAGE DITCH (PDD1) DRAINAGE FLOW DIRECTION ARROWS (TYP.) PERIMETER DIKE FLOW LINE INTO PERMANENT DIVERSION DITCH PERIMETER DIKE TOP/CENTERLINE (TYP.), DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C4.0 EROSION CONTROL PLAN - STAGE 1.DWG ---- 01/18/2022 10:58:06 LEGEND AND NOTES1SCALE: 1"= 30'EROSION CONTROL PLAN - STAGE 12 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C4.0 EROSION CONTROL PLAN - STAGE 1 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC PHASE 1 CONSTRUCTION SEQUENCE NOTES 1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE ACTIVITY. 2.COORDINATE DISCONNECT OF EXISTING UTILITIES: - ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS - TELEPHONE SERVICES AND POLES WITH AT&T - CABLE WITH SPECTRUM - SEWER AND WATER SERVICES WITH CAPE FEAR PUBLIC UTILITY AUTHORITY - STORM DRAINAGE SYSTEM WITH CITY OF WILMINGTON 3.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, AND CONTRACTOR SHALL BE IN ATTENDANCE. 4.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN. 5.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED. 6.INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBANCE ACTIVITY. ADDITIONAL TREE PROTECTION FENCING AND SILT FENCE MAY BE REQUIRED. SILT FENCE WILL BE INSTALLED INSIDE OF THE LIMITS OF DISTURBANCE LINE. 7.INSTALL TEMPORARY CHECK DAM WITH WEIR SOUTH OF THE EXISTING CULVERT PIPE AS SHOWN. 8.REMOVE EXISTING CULVERT PIPE AND ESTABLISH GRADES AS INDICATED. STABILIZE THE BANKS OF THE NEW EXCAVATED DITCH WITH RIP-RAP STABILIZATION AS INDICATED. 12.INSTALL TEMPORARY SEDIMENT BASIN (INITIAL STORMWATER POND GRADING) WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS. ESTABLISH THE TEMPORARY BAFFLES AND TEMPORARY SPILLWAY PLUS THE PERMANENT OUTLET STRUCTURE, OUTLET PIPE, FLARED END SECTION AND PIPE OUTLET STABILIZATION. CONNECT THE TEMPORARY SKIMMER TO THE PERMANENT OUTLET STRUCTURE ORIFICE. 13.INSTALL TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS IN ORDER TO CONVEY RUNOFF INTO THE TEMPORARY SEDIMENT BASINS. 14.COMMENCE CLEARING, GRUBBING, AND STRIPPING WITHIN THE LIMITS OF CONSTRUCTION. STRIP EXISTING GRADE TO A DEPTH OF 8" AND HAUL AWAY MATERIAL TO AN OFF-SITE PERMITTED LOCATION. COMMENCE ROUGH GRADING WITHIN THE LIMITS OF DISTURBANCE TO BRING THE SITE TO THE PROPOSED SUBGRADE LEVEL. 15.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO SHEET C12.0 FOR GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE. GENERAL EROSION CONTROL NOTES 1.SEE 1/C12.0 - EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES AND 2/C12.1 - NCG01 GROUND STABILIZATION AND MATERIALS HANDLING FOR REQUIREMENT MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES 2.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING, ORANGE SILT FENCE AND SIGNAGE FOR TREE PROTECTION MAY BE USED INSTEAD OF DUPLICATE FENCING. SIGNAGE MUST MEET NEW HANOVER COUNTY REQUIREMENTS FOR TREE PROTECTION DURING CONSTRUCTION. 3.SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE. THE PLANS ILLUSTRATE THE FENCING AS AN OFFSET FROM THE LIMITS OF DISTURBANCE FOR GRAPHIC CLARITY. 4.THE LIMITS OF DISTURBANCE LINE HAS BEEN SHOW AS AN OFFSET FROM THE PROPERTY LINE FOR GRAPHIC CLARITY. 5.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. 7.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 8.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 9.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 10.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 11.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 12.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 13.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. LIMITS OF DISTURBANCE AREA: 3.94 AC LAT: 34°16'12.92"N LONG: 77°48'56.13"W INLET PROTECTION SILT FENCE OUTLET CONSTRUCTION ENTRANCE SKIMMER WATTLE CHECK DAM OUTLET PROTECTION (OP) EROSION CONTROL SYMBOLS SILT FENCE LIMITS OF DISTURBANCE TREE PROTECTION FENCE BAFFLES TEMPORARY DIVERSION DITCH (TDD) EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE39 40 ROCK CHECK DAM WITH WEIR (RCDW) PERIMETER DIKE (PD) TEMPORARY SEDIMENT BASIN (TSB) MI D D L E S O U N D L O O P R O A D 6 0 ' P U B L I C R / W 3 5 35 35 33 3 3 33 33 34 34 34 3 4 36 37 383 8 25 30 2122232426272829 3132 32 33 33 25 30 21222324 262728 29 31 32 33 30 29 31 32 33 28 27 26 25 24 2 3 22 22 23 24 25 26 27 28 31 32 33 3 1 3 2 3 3 3 0 2 6 2 7 2 8 2 9 3 1 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3536 34 33 33 34 3 5 3 2 3 3 35 3 4 3 4 35 36 33 32 31 3 3 3 2 3 2 3 3 3 1 3233 34 33 33 32 31 30 30 34 3 5 3 6 3 7 3 8 38 37 3 3 3 3 32 33 34 3 4 32 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 CCC H H H VA N H HHHHH VAN H H HVA N UNDISTURBED VEGETATION (TYP.) SILT FENCE TO BE LOCATED OUTSIDE CRITICAL ROOT ZONES OF REGULATED TREES TO REMAIN(TYP.) TSB1/SCM1 TEMPORARY SEDIMENT BASIN WITH SKIMMER/STORMWATER POND, 5.8 AC. DRAINAGE AREA TREE PROTECTION FENCING (TYP.) TREE PROTECTION FENCING (TYP.)50.00' 20 . 0 0 ' TEMPORARY CONSTRUCTION ENTRANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) UNDISTURBED VEGETATION (TYP.) RCDW1 ROCK CHECK DAM WITH WEIR, SECONDARY SEDIMENT TREATMENT MEASURE RIPRAP DITCH STABILIZATION, PD1 PERIMETER DIKE PDD1 202 LF PERMANENT DIVERSION DITCH, PHASE 2 LAYOUT INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) PERIMETER DITCH FLOW LINE INTO PERMANENT DIVERSION DITCH PERIMETER DIKE TOP/CENTERLINE (TYP.), PD1 336 LF PERIMETER DIKE TOP/CENTERLINE (TYP.) DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C5.0 EROSION CONTROL PLAN - STAGE 2.DWG ---- 01/18/2022 10:58:33 LEGEND AND NOTES1SCALE: 1"= 30'EROSION CONTROL PLAN - STAGE 22 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C5.0 EROSION CONTROL PLAN - STAGE 2 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC INLET PROTECTION SILT FENCE OUTLET CONSTRUCTION ENTRANCE SKIMMER WATTLE CHECK DAM OUTLET PROTECTION (OP) EROSION CONTROL SYMBOLS SILT FENCE LIMITS OF DISTURBANCE TREE PROTECTION FENCE BAFFLES PERMANENT DIVERSION DITCH (PDD) EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE39 40 ROCK CHECK DAM WITH WEIR (RCDW) PHASE 2 CONSTR. SEQUENCE NOTES 1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING, GRUBBING AND STRIPPING OPERATIONS, ROUGH GRADING OF THE SITE AND INSTALLATION OF THE STORM WATER COLLECTION SYSTEM. 2.MAINTAIN EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED. THIS INCLUDES SILT FENCING, AND CONSTRUCTION ENTRANCES. 3.INSTALL TEMPORARY GROUND STABILIZATION MEASURES, WHERE POSSIBLE AND AS REQUIRED, IN ALL AREAS OUTSIDE OF IMMEDIATE CONSTRUCTION ZONES. 4.INSTALL INLET PROTECTION AS INDICATED. SEE INLET PROTECTION DETAILS FOR MORE INFORMATION. 5.ESTABLISH PERMANENT DIVERSION DITCHES DURING FINE GRADING, BEGINNING INSTALLATION ON THE HIGH-END OF THE DITCH, WORKING TOWARD THE OUTLET. DISTURBED AREA WITHIN PERMANENT DIVERSION DITCH DRAINAGE AREA SHALL BE STABILIZED PRIOR TO INSTALLATION OF THE PERMANENT DIVERSION DITCH. 6.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 7.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND OVERALL SITE STABILIZATION. 8.REMOVE ALL SEDIMENT AND EROSION CONTROL MEASURES. EROSION CONTROL MAINTENANCE NOTES 1.THE FOLLOWING EROSION CONTROL MAINTENANCE NOTES SHALL BE ADHERED TO DURING THE ENTIRE CONSTRUCTION PERIOD. SEE ALSO, EROSION CONTROL DETAIL SHEETS C12.0 - C12.1 FOR ADDITIONAL MAINTENANCE NOTES. 2.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL. 3.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 4.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 5.ALL AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 9.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 9.INSPECT INLET PROTECTIONS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. LIMITS OF DISTURBANCE AREA: 3.94 AC LAT: 34°16'12.92"N LONG: 77°48'56.13"W PERIMETER DIKE (PD) STORMWATER CONTROL MEASURE CCC H H H VA N H HHHHH VAN H H HVA N MI D D L E S O U N D L O O P R O A D 6 0 ' P U B L I C R / W 28 6 . 8 0 ' ( G R I D ) 3 5 35 35 33 3 3 33 33 34 34 34 3 4 36 37 383 8 25 30 2122232426272829 3132 32 33 33 25 30 21222324 262728 29 31 32 33 30 29 31 32 33 28 27 26 25 24 2 3 22 22 23 24 25 26 27 28 31 32 33 3 1 3 2 3 3 3 0 2 6 2 7 2 8 2 9 3 1 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3536 34 33 33 34 3 5 3 2 3 3 35 3 4 3 4 35 36 33 32 31 3 3 3 2 3 2 3 3 3 1 3233 34 33 33 32 31 30 30 34 3 5 3 6 3 7 3 8 38 37 3 3 3 3 32 33 34 3 4 32 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 TREE SAVE AREA (TYP.) PROPOSED DIVERSION DITCH 24 " ( 3 1 ' L F ) 24" ( 1 0 8 ' L F ) 24 " ( 5 6 ' L F ) 24" (98'LF) 24 " ( 2 3 ' L F ) 24" (75'L F ) 30" (62'LF) 24 " ( 4 7 ' L F ) 24 " ( 9 4 ' L F ) 24 " ( 1 6 ' L F ) 3 0 " ( 3 4 ' L F ) 12 " ( 2 0 ' L F ) 12 " ( 1 2 9 ' L F ) 12 " ( 5 1 ' L F ) 12" (66'LF)12" (52'LF) 12 " ( 1 2 ' L F ) 12" (17'LF) 12" (27' L F ) 12" (64'LF) 12" (36 ' L F ) 12" (276'LF) 1 5 " ( 8 9 ' L F ) 24 " ( 1 1 5 ' L F ) 24" (22'LF) 24 " ( 3 1 ' L F ) 24 " ( 4 5 ' L F ) 24" (48'L F ) 24" ( 4 7 ' L F ) 18" (47'LF) A9-CI RIM=35.12' INV OUT SE=28.87' A7-JB RIM=34.10' INV IN SW=28.18' INV IN NW=28.18' INV OUT SE=28.18' G7-CO RIM=33.94' INV OUT N=29.75' D4-YD RIM=33.82' INV OUT NE=29.38' F1-CO RIM=33.67' INV IN NW=29.02' INV OUT S=29.02' D3-CO RIM=33.66' INV IN SW=29.03' INV IN NE=29.27' INV OUT SE=29.03' B4-YD RIM=33.64' INV OUT SW=28.79' A6-CI RIM=33.69' INV IN NW=27.90' INV OUT NE=27.90' G1B-CO RIM=33.66' INV IN NE=26.83' INV OUT S=26.83' B1-CI RIM=33.52' INV OUT SE=28.40' INV OUT NW=28.40' F2-CO RIM=33.50' INV OUT SE=29.67' D5-YD RIM=33.50' INV OUT SW=29.03' B2-CO RIM=33.50' INV IN SE=28.46' INV IN NE=28.46' INV OUT SW=28.46' G6-CO RIM=33.62' INV IN S=29.57' INV OUT NE=29.57' G3-CO RIM=33.47' INV IN NW=27.17' INV OUT SE=27.17' B3-YD RIM=33.36' INV IN NE=28.68' A2-JB RIM=33.38' INV IN SW=25.91' INV IN N=28.92' INV OUT E=24.83' G2-CO RIM=33.43' INV IN NW=26.94' INV OUT SW=26.94' G4-CO RIM=33.50' INV IN W=27.74' INV OUT SE=27.74' A5-CI RIM=32.86' INV IN SW=27.41' INV OUT SE=27.41' A8-CI RIM=33.04' INV IN NW=28.70' INV OUT NE=28.70' E2-CI RIM=32.94' INV OUT NE=27.74' A4-CI RIM=32.78' INV IN NW=27.28' INV IN S=27.28' INV OUT NE=27.28' D2-CI RIM=32.80' INV IN NW=28.78' INV OUT SE=27.09' E1-CI RIM=32.69' INV IN SW=27.51' INV OUT N=27.51' G5-CO RIM=33.28' INV IN SW=28.19' INV OUT E=28.19' D1-CI RIM=32.31' INV IN NW=26.60' INV OUT SE=26.60' A3-CI RIM=32.31' INV IN SW=26.53' INV IN NW=26.53' INV OUT NE=26.53' NULL-1 RIM=29.65' INV IN NE=28.55' INV OUT SW=28.55' A1-FE INV.=24.00 H2-OS RIM=29.21' INV OUT NE=27.00' H1-FES INV.=26.25 TC 34.97' BC 34.47' EP 34.41' TC 34.09' BC 33.59' EP 33.53' TC 34.55' BC 34.05' EP 33.99' TC 34.64' BC 34.14' EP 34.08' TC 33.98' BC 33.48' EP 33.42' TC 34.65' BC 34.15' EP 34.09' TC 34.63' BC 34.13' EP 34.07' TC 34.05' BC 33.55' EP 33.49' TC 33.82' BC 33.32' EP 33.26' TC 35.35' BC 34.85' EP 34.79' TC 33.62' BC 33.12' EP 33.06' TC 33.43' BC 32.93' EP 32.87' TC 33.13' BC 32.63' EP 32.57' TC 33.47' BC 32.97' EP 32.91' FS 33.88' FS 33.85' FS 33.63' FS 33.63' FS 33.74' FS 33.74' FS 33.69' FS 34.00' FS 34.12' FS 34.12' FS 33.16' FS 33.67' FS 33.07' FS 33.69' FS 33.87' FS 33.87' FS 33.69' DOWNSPOUT SPLASH BLOCK (TYP.) DOWNSPOUT SPLASH BLOCK (TYP.) ROOF LEADER DOWNSPOUT CONNECTION TO ROOF DRAINAGE YARD INLET DRAINAGE LINE (TYP.) CONNECTION TO MAIN ROOF LEADER LINE USING ADS INSERTA TEERECIEVING PIT LOD FROM DIRECTIONAL DRILL TC 33.47' BC 32.97' EP 33.03' TC 33.85' BC 33.35' EP 33.41' TC 35.19' BC 34.69' EP 34.75' TC 34.09' BC 33.59' EP 33.65'TC 34.20' BC 33.70' EP 33.64' TC 34.11' BC 33.61' EP 33.55' TC 34.06' BC 33.56' EP 33.50' TC 34.01' BC 33.51' EP 33.45' TC 33.51' BC 33.01' TC 33.43' BC 32.93' EP 32.99' TC 33.54' BC 33.04' EP 32.98' TC 33.48' BC 32.98' EP 32.92' TC 33.49' BC 32.99' FC 33.24' TC 33.56' BC 33.06' EP 33.00' TC 33.32' BC 32.82' EP 32.76' TC 33.33' BC 32.83' EP 32.77' TC 33.08' BC 32.58' EP 32.52' TC 33.21' BC 32.71' EP 32.65' TC 33.33' BC 32.83' EP 32.77' TC 33.66' BC 33.16' EP 33.22' TC 33.95' BC 33.45' EP 33.51' TC 34.07' BC 33.57' EP 33.63' TC 34.84' BC 34.34' EP 34.28' TC 34.94' BC 34.44' EP 34.38' TC 35.31' BC 34.81' EP 34.75' TC 34.07' BC 33.57' EP 33.51' TC 35.49' BC 34.99' EP 34.93' TC 37.16' BC 36.66' EP 36.60' TC 38.47' BC 37.97' EP 38.03' TC 38.56' BC 38.06' EP 38.00' TC 35.26' BC 34.76' EP 34.70'TC 34.36' BC 33.86' EP 33.80' TC 34.84' BC 34.34' EP 34.40' TC 33.54' BC 33.04' EP 32.98' TC 33.52' BC 33.02' EP 32.96' TC 33.52' BC 33.02' EP 33.08' TC 33.64' BC 33.14' EP 33.20' TC 33.72' BC 33.22' EP 33.28'TC 33.60' BC 33.10' EP 33.16' TC 33.52' BC 33.02' EP 32.96' TC 33.19' BC 32.69' EP 32.63' TC 33.16' BC 32.66' EP 32.60' TC 33.29' BC 32.79' EP 32.73' TC 33.26' BC 32.76' EP 32.82' TC 33.24' BC 32.74' EP 32.80' TC 33.27' BC 32.77' EP 32.83' TC 33.30' BC 32.80' EP 32.86' TC 33.07' BC 32.57' EP 32.63' TC 33.01' BC 32.51' EP 32.57' TC 33.02' BC 32.52' EP 32.46' TC 33.00' BC 32.50' EP 32.56' TC 32.84' BC 32.34' EP 32.40'TC 32.83' BC 32.33' EP 32.39' TC 32.86' BC 32.36' EP 32.42' TC 32.88' BC 32.38' EP 32.44' TC 32.77' BC 32.27' EP 32.33' TC 34.54' BC 34.04' EP 33.98'TC 34.32' BC 33.82' EP 33.76' TC 34.09' BC 33.59' EP 33.53' TC 33.97' BC 33.47' EP 33.41' TC 34.07' BC 33.57' EP 33.51' TC 33.84' BC 33.34' EP 33.28'TC 33.72' BC 33.22' EP 33.16' TC 33.69' BC 33.19' EP 33.13' TC 34.01' BC 33.51' EP 33.45' TC 34.32' BC 33.82' EP 33.88' TC 33.34' BC 32.84' EP 32.78' TC 33.35' BC 32.85' EP 32.79' TC 33.71' BC 33.21' EP 33.15' TC 33.82' BC 33.32' EP 33.26' TC 33.81' BC 33.31' EP 33.25' TC 33.70' BC 33.20' EP 33.14' TC 35.95' BC 35.45' EP 35.39' ME 37.04' ME 37.18' ME 38.26' ME 36.91' TC 34.10' BC 33.60' EP 33.66' TC 33.99' BC 33.49' EP 33.43' FS 37.94' FS 38.04' FS 38.11' FS 34.17' FS 34.84' TC 33.73' BC 33.23' FC 33.20'FC 33.03' FS 34.14' FS 34.14' FFE: 34.25' FFE: 34.25' FFE: 34.25' TC 33.49' BC 32.99' FC 32.99' FC 32.99' TC 33.28' BC 32.78' FC 33.28' TC 33.95' BC 33.45' EP 33.39' (SEE SHEET C16.1) FS 33.59' FG 33.25' FG 33.25'FG 33.25' FG 33.25' FG 33.30' FG 33.65' FS 33.92' FS 33.92' FS 33.92' 3 4 3 3 33 32 33 32 33 32 34 3 4 36 34 36 35 34 33 34 31 32 33 33 33 34 35 34 33 37 FS 33.20' FS 33.18' FS 33.20' 2% MA X . 2% 2% MAX. FG 33.35' FG 33.25' FG 33.35' FG 33.25' FG 33.25' FG 33.35' FG 33.25' FG 33.35' FG 33.25' FG 33.35' 2% DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C7.0 GRADING & DRAINAGE PLAN - OVERALL.DWG ---- 01/18/2022 10:59:00 LEGEND AND NOTES1SCALE: 1"= 30'GRADING & DRAINAGE PLAN2 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C7.0 GRADING & DRAINAGE PLAN 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC STORM DRAIN LINE STORM DRAIN CURB INLET (CI) STORM DRAIN JUNCTION BOX (JB) SYMBOLS LEGEND STORM DRAIN DROP INLET (DI) WATER LINE FIRE HYDRANT WATER VALVE WATER CROSSING WATER BLOW-OFF WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUTCO STORM DRAIN MANHOLE (MH) WATER SERVICE SANITARY SEWER SERVICE FLARED END SECTION (FES) OUTLET STRUCTURE (OS) ABBREVIATIONS TC TOP OF CURB ELEVATION BC BACK OF CURB ELEVATION EP EDGE OF PAVEMENT ELEVATION FC FLUSH CURB CONDITION ELEVATION FG FINISHED GRADE ELEVATION FS FINISHED SURFACE ELEVATION FFE FINISHED FLOOR ELEVATION ME MATCH EXISTING ROOFDRAIN LINE SPLASH PAD GENERAL NOTES: 1.CITY STORMWATER PERMIT MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING THE PERMITS. 2.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. 3.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS. 4.STRIP TOPSOIL TO FULL DEPTH DESCRIBED IN THE EROSION CONTROL PLANS IN AREAS TO BE GRADED AND STOCKPILE. 5.COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 6.ALL BANK AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES. 7.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 8.ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR. 9.PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. 10.OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. 11.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. 12.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 13.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 14.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 15.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS PERMITTED AT A LOCATION APPROVED BY OWNER. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 16.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON THE PLANS. ALL HDPE TO BE ADS N-12 OR ENGINEER APPROVED EQUAL. 17.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. 18.APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED. 19.DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. 20.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS. 21.NO LAND DISTURBING ACTIVITY IS PROPOSED, NOR SHOULD IT OCCUR WITHIN THE DUKE POWER EASEMENT WITHOUT WRITTEN AUTHORIZATION FROM DUKE ENERGY. 22.CONTRACTOR TO CONNECT DOWNSPOUT WITH CLEANOUT PER ARCHITECTS TO ROOF DRAINAGE AND YARD INLET DRAIN LINE PER CIVIL. DOWNSPOUT ADAPTER SPECIFICATION PER ARCHITECT. CONTRACTOR TO PROVIDE 1' MIN. COVER OVER ROOF DRAINAGE AND YARD DRAIN LINES, AND ACHIEVE MIN. 0.5% SLOPE. 23.CONTRACT TO CAREFULLY ROOT PRUNE TREES, CREATING CLEAN CUTS. NO ROUGH BREAKS OF ROOTS, TYPICALLY AS THE RESULT OF MECHANICAL EQUIPMENT, IS ACCEPTABLE. 24.ADA PARKING SPACES, ACCESS ISLES, CURB RAMP LANDINGS, THE ENTIRE INTERIOR DUMPSTER ENCLOSURE AREA AND ACCESSIBLE BUILDING ENTRANCE DOOR SWING CLEARANCES SHALL (PER ARCHITECT) ACHIEVE A MAXIMUM 2% SLOPE IN ANY DIRECTION. 25.PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. LIMITS OF DISTURBANCE CURB AND GUTTER LEGEND CATCH CURB (GRAY FILL) (TYP.) SEE DETAIL TRANSITION FROM SPILL TO CATCH CURB (GRAY DASHED FILL) (TYP.) SPILL CURB (NO FILL COLOR) (TYP.) SEE DETAIL STORMWATER CONTROL MEASURE CCC H H H VA N H HHHHH VAN H H HVA N 4" CFPUA APPROVED RPZ BACKFLOW PREVENTER4" SDR-9 POTABLE DOMESTIC WATER LINE (TYP.) CFPUA UTILITY EASEMENT(TYP.) 6" CFPUA APPROVED RPDA BACKFLOW PREVENTER 5. 5 9 ' STORMWATER PIPE (TYP.), SEE SHEET C7.0 SSMH TOP 38.01' INV NW 31.85' INV SE 31.78' SSMH TOP 33.62' INV NW 27.29' INV SE 27.26' 3" CFPUA APPROVED WATER METER SENIOR LIVING APARTMENT BUILDING GRINDER PUMP VENT 4" SDR-9 POTABLE DOMESTIC WATER LINE (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) 6" DIP FIRE LINE, 20 LF CENTERED AT CROSSING (TYP.) AND (4) VERTICAL 45 DEGREE ELBOW (TYP.), WATER UNDER STORM, PROVIDE MINIMUM 18" CLEARANCE, SEE CFPUA STANDARD DETAILS (1) 45 DEGREE MECHANICAL JOINT BEND 2 - 45 DEGREE MECHANICAL JOINT BEND HOSE BIB, SEE PLUMBING DRAWINGS (TYP.) (1) 6"X6" MECHANICAL JOINT TEE TEMPORARY CONSTRUCTION EASEMENT CUT IN 4' DIA SANITARY SEWER MANHOLE, RIM = 36.62 INV IN N = 30.26 INV IN E = 30.26 INV OUT S = 30.26 8" C-900 GRAVITY SANITARY SEWER COMMERCIAL DUPLEX GRINDER PUMP, REFER TO DETAILS RIM = 34.23 INV IN N = 30.09 INV OUT W = 32.22 4" C-900 GRAVITY SANITARY SEWER 32 . 0 0 ' 15.00'25.00' 15 . 0 0 ' 6" C-900 NON-POTABLE FIRE LINE(TYP.) 6" TAPPING SLEEVE AND VALVE 4" TAPPING SLEEVE AND VALVE 4' DIA SANITARY SEWER MANHOLE, END PUBLIC LINE RIM = 36.27 INV IN N = 30.31 INV OUT W = 30.31 CFPUA UTILITY EASEMENT (TYP.) 10.00' 15 . 0 0 ' (1) 45 DEGREE MECHANICAL JOINT BEND (1) 6" X 6" MECHANICAL JOINT TEE 4' DIA SANITARY SEWER MANHOLE RIM = 35.96 INV IN E = 31.21 INV OUT S = 30.53 6" C-900 NON-POTABLE FIRE LINE(TYP.) (2) 11.25 DEGREE MECHANICAL JOINT BEND 2" SCHEDULE 80 PVC SANITARY SEWER FORCEMAIN 21 . 9 0 ' HOSE BIB (TYP.) FIRE DEPARTMENT CONNECTION CFPUA EXITING 8" WATER MAIN BORE AND JACK DOMESTIC AND FIRE WATER LINE, SEE ENLARGEMENT PLAN AND DETAIL 6" DIP FIRE LINE, 20 LF CENTERED AT CROSSING (TYP.) AND (4) VERTICAL 45 DEGREE ELBOW (TYP.), WATER UNDER STORM, PROVIDE MINIMUM 18" CLEARANCE, SEE CFPUA STANDARD DETAILS TRANSFORMER LOCATION, TO BE COORDINATED WITH DUKE ENERGY 5.0 0 ' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C8.0 UTILITY PLAN - OVERALL.DWG ---- 01/18/2022 10:59:25 LEGEND AND NOTES1SCALE: 1"= 30'UTILITY PLAN2 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C8.0 UTILITY PLAN 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC SYMBOLS LEGEND WATER LINE FIRE HYDRANT ASSEMBLY WATER VALVE WATER ELBOW WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUTCO WATER SERVICE SANITARY SEWER SERVICE TAPPING SLEEVE REDUCER STORM DRAIN LINE STORM DRAIN CURB INLET STORM DRAIN JUNCTION BOX STORM DRAIN DROP INLET STORM DRAIN MANHOLE STORM DRAIN MANHOLE STORM DRAIN MANHOLE MI D D L E S O U N D L O O P R O A D GENERAL UTILITY NOTES 1.PROJECT TO BE BUILT IN COMPLIANCE WITH THE CURRENT CFPUA DESIGN MANUAL (VERSION 01-01-22) AND SPECIFICATIONS FOR WATER AND SEWER SYSTEMS. 2.WATER AND SEWER TO BE PROVIDED BY CFPUA. 3.UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY CFPUA. 4.WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE AND THE TOP OF THE SEWER PIPE. 5.WHEREVER SEWER OR WATER MAINS RUN PARALLEL TO EACH OTHER, A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE PROVIDED, IF A 10' HORIZONTAL SEPARATION CAN NOT BE MAINTAINED, A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF THE SEWER MAIN. IF NEITHER OF THE CONDITIONS CAN BE MET, BOTH MAINS SHALL BE CONSTRUCTED WITH CLASS 50 DIP. THE DIP SHALL BE A MINIMUM OF 20 LF CENTERED AT THE CROSSING. BOTH MAINS MUST BE CONSTRUCTED IN ACCORDANCE WITH PUBLIC WATER SUPPLY STANDARDS AND TESTED TO 150 PSI TO ASSURE A WATER TIGHT CONNECTION. 6.SITE ELECTRICAL AND SITE LIGHTING SHALL BE COORDINATED WITH DUKE ENERGY. SANITARY SEWER NOTES 1.MANHOLE DIAMETERS: 1. MINIMUM DIAMETER FOUR (4) FEET. 2. INSIDE DROP MANHOLES: MINIMUM DIAMETER FIVE (5) FEET PER NCDEQ/DWQ RULES. 2.MAXIMUM MANHOLE SPACING: (400) FEET STANDARD – OTHER SPACING AS REQUESTED AND APPROVED BY COUNTY 3.ENGINEERING IN ACCORDANCE WITH NCDEQ/DWQ REGULATIONS. 4.MINIMAL ANGLE BETWEEN SEWER MAINS INTERSECTING AT MANHOLE: (90) DEGREES OR GREATER TO THE DOWNSTREAM 5.SIDE – VARIANCES ALLOWED BY APPROVAL OF COUNTY ENGINEERING. 6.MANHOLE TOP ELEVATIONS: 1. SHALL BE AT OR ABOVE FINISHED GRADE ELEVATION. 2. SET TO MATCH FINISHED PAVEMENT GRADE IF LOCATED IN PAVED AREAS. 7.USE INSIDE DROP MANHOLES WHERE THE DIFFERENCE IN INCOMING AND OUTGOING PIPE INVERT ELEVATION IS 30 INCHES OR GREATER. 8.ECCENTRIC MANHOLE CONES ON ALL MANHOLES WITH 24 INCH CLEAR OPENING ON THE RING AND COVER. 9.USE WATER TIGHT RING AND COVERS IN FLOOD PLAN AREAS OR AREAS SUBJECT TO FLOODING. 10.USE SHALLOW PRECAST MANHOLES WITH FLAT TOPS WHERE NECESSARY AND APPROVED BY COUNTY ENGINEERING. 11.PROVIDE 0.1-FOOT ELEVATION FALL THROUGH ALL MANHOLES EXCEPT STRAIGHT THROUGH MANHOLES. 12.CONCRETE MANHOLES SHALL BE COATED WITH COAL TAR EPOXY COATING MINIMUM 20 MILS THICK. 13.USE VENTED MANHOLES AS REQUIRED PER NCDEQ/DWQ REQUIREMENTS. 14.SANITARY SEWER MAINS ARE 8" C900 PVC. WATER SYSTEM NOTES 1.WATER LINES SHALL BE C-900 WITH A MINIMUM DR-18 RATING. 2.FLUSHING DEVICES AND/OR FIRE HYDRANTS SHALL BE INSTALLED AT THE ENDS OF DEAD-END WATER MAINS PER CFPUA STANDARD DETAILS OR AS DIRECTED BY CFPUA STAFF. 3.ALL VALVES AND FITTINGS TO BE RESTRAINED JOINT OR BLOCKED PER CFPUA STANDARD DETAILS AND SPECIFICATIONS. 4.VALVE LOCATIONS TO BE FIELD ADJUSTED TO AVOID PLACEMENT WITHIN HANDICAP RAMPS. 5.DOMESTIC AND FIRE WATER SUPPLY APPURTENANCES ARE TO BE LOCATED OUTSIDE OF FENCED IN YARD SPACES AND 1' CLEAR OF FENCE LINES. GRINDER PUMP PROPERTY LINE STORMWATER CONTROL MEASURE CCC H H H VA N H HHHHH VAN H H HVA N MI D D L E S O U N D L O O P R O A D 6 0 ' P U B L I C R / W 28 6 . 8 0 ' ( G R I D ) 10' X 70' NCDOT SITE DISTANCE TRIANGLE SENIOR LIVING APARTMENT BUILDING 3 5 35 35 33 3 3 33 33 34 34 34 3 4 36 37 383 8 25 30 2122232426272829 3132 32 33 33 25 30 21222324 262728 29 31 32 33 30 29 31 32 33 28 27 26 25 24 2 3 22 22 23 24 25 26 27 28 31 32 33 3 1 3 2 3 3 3 0 2 6 2 7 2 8 2 9 3 1 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3536 34 33 33 34 3 5 3 2 3 3 35 3 4 3 4 35 36 33 32 31 3 3 3 2 3 2 3 3 3 1 3233 34 33 33 32 31 30 30 34 3 5 3 6 3 7 3 8 38 37 3 3 3 3 32 33 34 3 4 32 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 PROPERTY LINE 4' A D D I T I O N A L S E T B A C K 30' PRIV A T E A C C E S S E A S E M E N T 20' BUIL D I N G S E T B A C K 35 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K SENIOR LIVING APARTMENT BUILDING 8' MINIMUM STREETYARD 18' MAXIMUM STREETYARD FOUNDATION PLANTINGS (SOUTH 1) FOUNDATION PLANTINGS (SOUTH 2) FOUNDATION PLANTINGS (EAST 1) 2 0 ' B U F F E R 20' BUF F E R 20' BUFFER EXISTING VEGETATION TO REMAIN. EXISTING TREES AND UNDERSTORY SHALL BE UTILIZED TO SATISFY BUFFER PLANTING REQUIREMENTS. A FIELD ASSESSMENT SHALL BE CONDUCTED AFTER SITE CLEARING HAS OCCURRED TO DETERMINE NEED FOR SUPPLEMENTAL PLANTING MATERIAL. (TYPICAL NORTH, EAST AND WEST PROPERTY LINES) 4 ' A D D I T I O N A L S E T B A C K FOUNDATION PLANTINGS (EAST 2) INDICATES TREE UTILIZED FOR PARKING LOT INTERIOR PLANTING REQUIREMENTS (TYP.) EXISTING TREES AND UNDERSTORY SHALL BE UTILIZED TO SATISFY STREETYARD PLANTING REQUIREMENTS. A FIELD ASSESSMENT SHALL BE CONDUCTED AFTER CLEARING HAS OCCURRED TO DETERIMINE IF SUPPLMENTAL PLANT MATERIAL IS NECESSARY TO SATISFY CODE REQUIREMENTS. EXISTING TREES AND UNDERSTORY TO REMAIN (TYP.) 4' ADDI T I O N A L S E T B A C K 4' ADDITIONAL SETBACK 20' BUILDING SETBACK 12' BUF F E R ENTRY SIGN BY OTHER, PER SEPERATE PERMIT PACKAGE 10' X 70' NCDOT SITE DISTANCE TRIANGLE CANOPY BOTANICAL COMMON NAME M. GRANDIFLORA `LITTLE GEM` DWARF SOUTHERN MAGNOLIA Q. PHELLOS WILLOW OAK Q. VIRGINIANA `HIGH RISE` HIGH RISE LIVE OAK UNDERSTORY BOTANICAL / COMMON NAME C.CANADENSIS 'RUBY FALLS' WEEPING REDBUD CERCIS X `MERLOT` MERLOT REDBUD ILEX X `NELLIE R STEVENS` NELLIE STEVENS HOLLY TREE SCHEDULE SHRUBS BOTANICAL COMMON NAME A. ELATIOR CAST IRON PLANT C. ALNIFOLIA `HUMMINGBIRD` SUMMERSWEET E. PURPUREA CONEFLOWER H. QUERCIFOLIA OAKLEAF HYDRANGEA H. QUERCIFOLIA 'PEE WEE' PEE WEE OAKLEAF HYDRANGEA I. GLABRA `SHAMROCK` INKBERRY I. VOMITORIA `NANA` DWARF YAUPON L. AXILLARIS COASTAL LEUCOTHOE M. CAPILLARIS MUHLY GRASS M. CERIFERA WAX MYRTLE P. ALOPECUROIDES `LITTLE BUNNY` LITTLE BUNNY FOUNTAIN GRASS SABAL MINOR DWARF PALMETTO SHRUB SCHEDULE GROUND COVERS CYNODON DACTYLON BERMUDA GRASS (SEED) VEGETATIVE SHELF PLANTING GROUND COVER SCHEDULE CYNODON DACTYLON BERMUDA GRASS (SOD) LEGEND AND NOTES1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C10.0 LANDSCAPE PLAN.DWG ---- 01/18/2022 10:59:56 SCALE: 1"= 30'LANDSCAPE PLAN2 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC 1" = 30' N/A 01/18/2022 C10.0 LANDSCAPE PLAN 0 SCALE: 1"=30' (Horiz.) 60'30'30' SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC SITE DATA REQUIREMENT REQUIRED PROPOSED SECTION 5.4. LANDSCAPING AND BUFFERING SEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING PROVIDE 15 TREES PER DISTURBED ACRE 3.54 ACRES x15 TREES = 54 TREES 54 TREES 77 EXISTING 39 PROPOSED 116 TREES SEC. 5.4.3 - TRANSITIONAL BUFFER STANDARDS NORTH TYPE A: OPAQUE BUFFER OPTION 1: VEGETATION ONLY, 20' WIDTH SOUTH - N/A ALONG MIDDLE SOUND LOOP ROAD EAST TYPE A: OPAQUE BUFFER OPTION 1: VEGETATION ONLY, 20' WIDTH & OPTION 3: COMBINATION FENCE &VEGETATION AT POND (SEE PLAN) WEST TYPE A: OPAQUE BUFFER OPTION 1: VEGETATION ONLY, 20' WIDTH 20' WIDTH FULL OPACITY N/A 20' WIDTH FULL OPACITY 20' WIDTH FULL OPACITY 20' WIDTH FULL OPACITY N/A 20' WIDTH FULL OPACITY 20' WIDTH FULL OPACITY SEC 5.4.5 SCREENING FOLLOWING USES SHIELDED FROM RESIDENTIAL USE WITH 100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDE STORAGE, LOADING/UNLOADING; HVAC UNITS YES YES SCREENING BY LIVING OR NON-LIVING MATERIAL 8' IN HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW, DUMPSTER/TRASH YES YES SEC 5.4.5 PARKING LOTS 5.4.5.B: STANDARDS FOR PARKING LOT PERIMETER LANDSCAPING LANDSCAPED STRIP ALONG ANY SIDE OF PARKING LOT ABUTTING RESIDENTIAL ZONING DISTRICT -10' WIDTH -1 TREE FOR EVERY 20 LF OF PLANTING STRIP YES YES, PERIMETER LANDSCAPED STRIP USED AS PART OF TRANSITIONAL BUFFER 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHER VEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPED AREAS 49,610 SF x .08 = 3,969 SF INTERIOR LANDSCAPE AREA 1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1 TREE PER LANDSCAPE ISLAND 3,969 SF / 144 SF = 28 TREES REQUIRED MIN 75% CANOPY TREES 28 TREES (.75) = 21 CANOPY TREES REQUIRED 8% 3,969 SF 28 TREES 22 CANOPY TREES 20% 9,987 SF 9 EXISTING 20 PROPOSED 29 TREES 26 CANOPY TREES SEC 5.4.6 STREETYARD LANDSCAPING NON-RESIDENTIAL USES IN RESIDENTIAL DISTRICT: 8' MIN STREET YARD WIDTH 18' MAX STREET YARD WIDTH 12 SF FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE 251 X 12 = 3,012 SF 3,012 SF - 545 SF (PEDESTRIAN WALKWAYS) 2,467 SF REQUIRED STREET YARD AREA 2,467 SF 5,307 SF MINIMUM STANDARD: FOR EVERY 600 SF OF STREET YARD AREA 1 CANOPY TREE OR 3 UNDERSTORY TREES (OVERHEAD POWER) AND 6 SHRUBS 2,497/ 600 = 4.11 = 4 CANOPY TREES OR 4.11 X 3 = 12 UNDERSTORY TREES AND 4.11 X 6 = 25 SHRUBS 4 CANOPY TREES & 25 SHRUBS 4 EXISTING CANOPY TREES & 25 EXISTING SHRUBS SEC. 5.4.8. - FOUNDATION PLANTINGS 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE SOUTH 1: 76 LF x 30.12' HT x .12 = 275 SF SOUTH 2: 150 LF x 30.12' HT x .12 = 542 SF EAST 1: 268 LF x 30.12' HT x .12 = 969 SF EAST 2: 77 LF x 30.12' HT x .12 = 278 SF SOUTH 1: 275 SF SOUTH 2: 542 SF EAST 1: 969 SF EAST 2: 278 SF SOUTH 1: 430 SF SOUTH 2: 1,180 SF EAST 1: 2,530 SF EAST 2: 418 SF 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) 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/CS501 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" ASPHALT 3,000 PSI CONCRETE AT 28 DAYS 4" 4" 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC (2) #3 REBAR CONTINUOUS COMPACTED SUBGRADE 98% STANDARD PROCTOR CABC NOTES: 1.PLACE CONTROL JOINTS EVERY +/- 5' AND EXPANSION JOINTS EVERY +/- 30'. JOINTS TO BE EQUIDISTANCE WITH NEARLY 1:1 LENGTH TO WIDTH RATIO. 2.FINISH CONCRETE TO MATCH CONCRETE SIDEWALK, SEE DETAIL R12" 6"12" 10" 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 111 2"51 2" 6" 12" R=1" 18" 3 4" R=1 2" R=11 4" 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 4" TOP OF PAV'T. SECTION 12" 2"6'1.5' 3' 1.5' 8" 4" 2" 1/2" GALV. STEEL (2 REQ'D.) NTSASPHALT PAVEMENT5 NTSCURB AND GUTTER DETAIL3 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 01/18/2022 11:00:42 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C11.0 SITE DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSSIDEWALK JOINTS1NTSSIDEWALK2NTSHEAVY DUTY CONCRETE4 NTSTURNDOWN CURB9 NTSASHPALT TO CONCRETE TRANSITION6 NTSBOLLARD7 NTSWHEEL STOP8 A A ISOMETRIC NOT TO SCALE 1: 1 2 M A X . S L 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 . SLO P 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) ISOMETRIC NOT TO SCALE NOTE: SEE DECORATIVE CONCRETE PAVEMENT DETAIL 2/C11.0 FOR MAX. SLOPES, SEE ALSO THE GRADING PLAN C7.0 6'-0" SEE S I T E P L A N 6'-0" A A EXPANSION JOINT, SEE DETAIL 1/C11.0 DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 2/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 3/C11.0 TRANSITION CURB PLANTING AREA OR LAWN AREA, SEE LANDSCAPE PLANS EXPANSION JOINT, SEE DETAIL 1/C11.0 ASPHALT PAVEMENT, SEE DETAIL 5/C11.0 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" COMPACTED SUBGRADE AT 98% STANDARD PROCTOR PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE RAMP, SIMILAR TO CONCRETE PAVEMENT ASPHALT PAVEMENT, SEE DETAIL CONCRETE CURB BEYOND PLANTING AREA OR LAWN AREA BEYOND, SEE ISOMETRIC FLAT AREA TRANSITIONING PAVEMENT TO SLOPED WALKWAY DETECTABLE WARNING SURFACE, "ULINE" OR APPROVED EQUIVALENT, 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, COLOR TO BE SELECTED NOTES: 1.ALL FENCING POSTS, RAILS, FASTENERS, TO BE HOT DIPPED GALVANIZED STEEL AND COLOR BOND, LIGHT MIL, PVC COATED FINISH 2.MESH TO BE HOT DIPPED GALVANIZED STEEL AND COLOR BOND, LIGHT MIL, PVC COATED FINISH 3.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. 16'-0" OPENING TENSION BAND VEHICULAR GATE SECTION 1" 3,000 PSI CONCRETE CANE BOLT RECEIVING BLOCK, BOLT TO SIT 3" DEEP INTO BLOCK IN LOCKED POSITION 7" 1' - 0 " 4'-0" HEIGHT 9 GAUGE CHAIN LINK MESH 1 5/8" O.D. INTERMEDIATE BRACE RAIL 7 GAUGE BOTTOM TENSION WIRE 3,000 PSI CONCRETE FOOTING, 36" DEPTH AND 12" WIDTH FOR VEHICULAR GATE SUPPORT POSTS, 24" DEPTH AND 10" WIDTH FOR ALL OTHERS 3" O.D. VEHICULAR GATE POSTS, 2 3/8" O.D. TERMINAL/END/CORNER POSTS, 1 7/8" O.D. LINE POSTS 1 5/8" O.D. TOP RAIL HEAVY DUTY HINGE DOME STYLE TERMINAL / GATE POST BOTTOM SELVAGE KNUCKLED TOP SELVAGE KNUCKLED 1 7/8" O.D. FRAMEGATE SWING STOPPER GATE LATCH ±8'-0" 6' - 0 " 2' - 0 " MI N . 2" M I N . INSIDE ELEVATION PLAN SECTION INSIDE OUTSIDE INSIDEOUTSIDE NOTE: CONTRACTOR TO COORDINATE WITH OWNER FOR DESIRED FENCE MATERIAL. 4X4 PRESSURE TREATED PINE POST 2X6 PRESSURE TREATED (3) 2X4 PRESSURE TREATED STRINGERS 1X6 PRESSURE TREATED FINISHED GRADE CONCRETE FOOTING (3) 2X4 PRESSURE TREATED STRINGERS 1"X6" 4X4 POST CO R N E R P O S T L E N G T H LI N E P O S T L E N G T H 4' - 0 " BOTTOM SELVAGE RAIL TIE KNUCKLEDHOG RING LINE POST 10'-0" MAX SPACING 1 5/8" O.D. BRACE RAIL TRUSS ROD ADJUSTING UNIT LINE POST CAP TENSION BAR WIRE TIE FENCE SECTION 1" 3" O.D. VEHICULAR GATE POSTS, 2 3/8" 7 GAUGE BOTTOM TENSION WIRE 1 5/8" O.D. TOP RAIL DOME STYLE TERMINAL / GATE POST TERMINAL/END/CORNER POST 3" O.D. VEHICULAR GATE POSTS, 2 3/8" O.D. TERMINAL/END/CORNER POSTS, 1 7/8" O.D. LINE POSTS NTSACCESSIBLE CURB RAMP TYPE 11 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 01/18/2022 11:01:23 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C11.1 SITE DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSACCESSIBLE CURB RAMP TYPE 22NTSACCESSIBLE CURB RAMP TYPE 33 NTSCHAIN LINK FENCING WITH GATE 5 NTSWOOD FENCE4 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 1'-0" 1' - 6 " NTSPAVEMENT MARKINGS LINE TYPES5 NTSSTREET AND TRAFFIC SIGN3 NTSSTOP SIGN1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 01/18/2022 11:01:51 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C11.2 SITE DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSYIELD TO PEDESTRIANS2NTSCOMPACT PARKING SPACE SIGN4NTSHC ACCESSIBLE AND STANDARD PARKING SPACE6NTSHC ACCESSIBLE SIGN8 NTSHC ACCESSIBLE SIGN7 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 01/18/2022 11:02:01 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C12.0 EROSION CONTROL DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSTEMPORARY SILT FENCING2NTSSILT FENCE OUTLET4 NTSPIPE OUTLET RIP-RAP PROTECTION3 NTSCONSTRUCTION ENTRANCE1 20'- 0 " MIN . 6" PUB L I C R O A D 2"-3" COARSE AGGREGATE OR #4 STONE 50 ' M I N L E N G T H M A Y B E M O D I F I E D T O A C C O M M O D A T E B U I L D I N G P A D W I T H A P P R O V A L B Y N E W H A N O V E R C O U N T Y E N G I N E E R I N G D E P T . BOTTOM STRAND MIN. #14 GUAGE TOP STRAND MIN. #14 GUAGE 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE MI N . 2 ' - 0 " 2' - 0 " STEEL POST FILL S L O P E MA X . 2 ' - 0 " STAY AND LINE WIRES MIN. #14 GUAGE 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. 6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE SECTION ELEVATION GROUND LINE SILT FENCE 2' MIN 1' - 6" 1' - 6" MIN. SILT FENCE 3' MAX.1'1 2 TOP VIEW FRONT VIEW NOTE SILT FENCE SHALL REMAIN IN PLACE AND BE FOLDED OVER TO ACCOMMODATE OUTLET. SEDIMENT CONTROL STONE STRUCTURAL STONE STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE. SILT FENCE POST RIPRAP LOCATIONS RIP-RAP APRON SCHEDULE A A PLAN NO WELL-DEFINED CHANNEL 3d d La too NON-WOVEN FILTER FABRIC NCDOT CLASS B (d50=8") EROSION CONTROL STONE ON A LAYER OF 4" NCDOT #5 OR #57 STONE NOTES: 1.IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 2.REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER AASHTO M170, TABLE 2, WALL B. 3.ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH. 4.PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 5.PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 6.THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE BELOE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER’S STANDARD FORMS AND TEMPLATES. 7.NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. SECTION SEEDBED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 10.APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE GROUND STABILIZATION CRITERIA SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE (EXCEPT FOR PERIMETERS AND HQW ZONES) TIME OF INITIAL 25 LBS. 10-10-10 25 LBS. 10-10-10 TIME OF SEEDING 25 LBS. 10-10-10 25 LBS. 10-10-10 25 LBS. 10-10-10 SEEDING INITIALAMOUNT/ 1000 S.F. AMOUNT/ 1-2 LBS. 1-2 LBS.BROWNTOP MILLET RYE GRAIN GRASS TYPE 1-2 LBS. 5-7 LBS. 1-2 LBS. LESPEDEZA (SLOPES) (KENTUCKY 31) BERMUDA, COMMON FESCUE, TALL SERICEA GRASS TYPE 1000 S.F. MARCH THRU APRIL FEB. THRU OCT. APRIL THRU JUNE JUNE THRU AUG. PERMANENT SEEDING JUNE THRU AUG. NOV. THRU JAN. TEMPORARY SEEDING NTSSEEDING AND STABILIZATION5 TSB-1 OUTLET NTSTYPICAL TREE PROTECTION8 ORANGE SAFETY FENCE OR ORANGE SILT FENCE (TYPICAL) CRZ NOTE TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. FENCING SHALL INCLUDE SIGNS EVERY 50' WITH MIN. 2 SIGNS. SEE ABOVE FOR SIGN. 3' MIN DBH 8' MAX NTSTEMPORARY TREE PROTECTION FENCING7 STEEL POST FRONT VIEW 2' - 0 " 3' - 0 " 26 " 40" 18" VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE TREE PROTECTION AREA DO NOT ENTER ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) WARNING SIGN PLASTIC OR WIRE TIES NOTES: 1.THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 2.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3.SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA. 4.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. 5.TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. 6.ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD CONDITIONS. WARNING SIGN ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR TREE PROTECTION AREA DO NOT ENTER ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR SIDE VIEW WARNING SIGN DETAIL 2:1 S L O P E 2:1 S L O P E MATCH 1.5' 2' NCDOT CLASS B EROSION CONTROL STONE (d50=8") SEDIMENT R U N O F F FROM DITC H NON-WOVEN FILTER FABRIC 12" MIN. THICK OF NCDOT #5 OR #57 WASHED STONE 1.5' SEDIMENT STORAGE 6" WEIR 6" WEIR CROSS SECTION WITH A WEIR 4' TOP OF DITCH LONGITUDINAL SECTION NTSTEMPORARY CHECK DAM WITH WEIR9 SCALE: NTSCHECK DAM / WATTLES6 NOTES: 1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE. 2' UPSLOPE & DOWNSLOPE STAKES, TYP. SECURE WATTLE WITH UPSLOPE AND DOWNSLOPE STAKES AND STAPLES. MIN. 10 LF EXCELSIOR MATTING 2' MIN. ON UPSLOPE AND 8' MIN. ON DOWNSLOPE PDD1 OUTLET DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 01/18/2022 11:02:03 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C12.1 EROSION CONTROL DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSINLET PROTECTION5 NOTES: 1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED. 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF. STEEL POSTS 2 FT IN GROUND. 19-GAUGE & 0.25" MESH OPENING HARDWARE CLOTH EXTENDS MIN. 2 FT ABOVE GROUND. NCDOT #5 OR #57 WASHED STONE PLACED TO A HEIGHT OF 16" MINIMUM ABOVE TOP OF BOX @ 2:1 SLOPE. NTSTEMPORARY SKIMMER SEDIMENT BASIN3 CLASS B STONE 1 3 SPILLWAY ELEV. TOP OF DAM1 3 SPILLWAY WIDTH NOTES: 1.BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR EROSION BLANKET, COIR MESH, OR TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE SIZE. 2.THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. 3.LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS. AVOID PLACING IT THROUGH FILL MATERIAL WHEREVER POSSIBLE. 4.ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN. DISCHARGE RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION. 5.PHASE 2 SKIMMER CONNECTION WILL BE MADE AT THE INVERT OF THE BOTTOM OF THE STORMWATER STRUCTURE AS SHOWN IN SHEETS CN-501 THROUGH CN-504. SPILLWAY SECTION OUTLET BARREL (SEE PLANS FOR MATERIAL)6" MIN INVERT ELEVATION SKIMMER (SEE DETAIL) OUTLET STRUCTURE WATER LEVEL DURING STORM TOP OF DAM (8' MIN WIDTH)EMERGENCY SPILLWAY CONCRETE BASE EARTH DAM POROUS BAFFLES, TYP. 700g/m² COIR FABRIC BAFFLE 1=25% X BASIN WIDTH BAFFLE 2=50% X BASIN WIDTH BAFFLE 3=75% X BASIN WIDTH BA F F L E 1 BA F F L E 2 BA F F L E 3 STAKE - WITH MARKER AT SEDIMENT CLEANOUT DEPTH 3:1 M I N . 3: 1 M I N . 3: 1 M I N . 3:1 M I N . SEDIMENT STORAGE 6" GATE VALVE BASIN SECTIONBAFFLE POST ENLARGEMENT BAFFLE SECTION NOTES: 1. Q10 PEAK FLOW WERE TAKEN FROM RATIONAL METHOD. 2. REQUIRED SURFACE AREAS AND VOLUMES WERE TAKEN FROM NCDENR ESC MANUAL. 3. FAIRCLOTH SKIMMER SELECTION TABLE TAKEN FROM TABLE 4-2. NCDOT LEVEL III-A DESIGN OF SEDIMENT & EROSION CONTROL PLANS MANUAL 4. EMERGENCY WEIR WIDTH TAKEN FROM SKIMMER BASIN CRITERIA SECTION OF NCDENR ESC MANUAL TABLE AND/OR HYDRAULIC ROUTING OF THE BASIN TO ENSURE NON-EROSIVE VELOCITY. 5. MINIMUM BARREL PIPE ON THE SKIMMER IS 4-INCHES. (ON A 1% SLOPE THE CAPACITY IS 100 GPM) NTSNCG01 GROUND STABILIZATION AND MATERIALS HANDLING2 NTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING1 SCALE: NTSFAIRCLOTH SKIMMER4 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C12.0 EROSION CONTROL DETAILS.DWG ---- 01/18/2022 11:02:04 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C12.2 EROSION CONTROL DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC 6" FREEBOARD 2' MIN. TOP 2:1 SLOPE OR FLATTER NOTES: 1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL. FILL AND COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE. 2.JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. 3.EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE DESIGN PLAN. NTSYARD INTLET PROTECTION3 YARD INLET 0.5' M I N . WATTLE 6"X10' MIN. STAKES NOTES: 1.USE MINIMUM 6 IN. DIAMETER WATTLE. 2.STAKE THROUGH WATTLE. USE 2 FT. WOODEN STAKES WITH 2 IN. BY 2 IN. NOMINAL CROSS SECTION. 3.WATTLE ENDS SHALL BE TIGHTLY BUTTED OR OVERLAPPED. 4.WATTLES SHALL BE FREE OF DAMAGE OR DEFECTS WHEN INSTALLED. NO VEHICLE SHALL BE DRIVE OVER WATTLES. STAKES WATTLE 6"X10' MIN. YARD INLET TOP VIEW ISOMETRIC VIEW NTSTEMPORARY DIVERSION DITCH3 NTSPERIMETER DIKE1 SIDE SLOPES 2:1 SLOPE (MAX) POSITIVE GRADE 1.0% MAX.UPSLOPE TOE PLAN VIEW CROSS SECTION 18"GRADE WIDTH 2' MIN2:1 MAX #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 - STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING 2' MIN COMPACTED SEDIMENT LADEN WATER FLOW #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 2:1 SLOPE 2:1 SLOPE 2'-0" MIN. 1' - 6 " M I N . NTSPERMANENT DIVERSION DITCH2 FLOW FLOW EXISTING GRADE NOTES: 1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL. FILL AND COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE. 2.JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. 3.EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE DESIGN PLAN. NOTES: 1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL. FILL AND COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE. 2.JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. 3.EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE DESIGN PLAN. DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 01/18/2022 11:02:20 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C14.0 UTILITY DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSNCDOT - PAVEMENT REPAIRS1 NTSPIPE EMBEDMENT TYPES4 NTSVALVE DETAIL3 NTSTRACER WIRE DETAIL6 NTSTAPPING SLEEVE AND VALVE ASSEMBLY (4"-24")5 NTSCOW PAVEMENT REPAIR - UTILITY CUTS2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 01/18/2022 11:02:23 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C14.1 UTILITY DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSSTANDARD NOTES2 NTSTHRUST BLOCK3 NTSSTRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES1NTSPRECAST CONCRETE MANHOLE - ECCENTRIC CONE7 16SEWER SERVICE CONNECTION - TYPICAL CLEAN-OUT6 NTSPIPE CASING SUPPORT DETAIL4 NTSTYPICAL BORING & JACK DETAIL5 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C14.0 UTILITY DETAILS.DWG ---- 01/18/2022 11:02:26 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C14.2 UTILITY DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC 19COMMERCIAL WATER SERVICE - 3-INCH AND LARGER METERS1 NTSFIRE MAIN CONNECTION2 NTSFIRE HYDRANT ASSEMBLY3NTSRPZ - DOMESTIC WATER SUPPLY5 NTSRPDA - FIRE SUPPLY4 NTSDUPLEX GRINDER PUMP STATION FRONT VIEW7 NTSDUPLEX GRINDER PUMP STATION SIDE VIEW8 NTSGRINDER PUMP STATION REMOTE VENT6 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C16.0 STORMWATER DETAILS.DWG ---- 01/18/2022 11:02:41 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C16.0 STORMWATER DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSFRAME GRATE AND HOOD4 NTSDROP INLET FRAME AND GRATES6 NTSANCHORAGE FOR FRAMES7 NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE8 NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER9 NTSDROP INLET FRAME AND GRATES5 NTSCONCRETE CATCH BASIN1 NTSCONCRETE DROP INLET3 NTSCONCRETE DROP INLET2 H H H VA N A P P R O V E D B U I L D I N G S E T B A C K H H HVA N 33 25 30 21222324262728 29 31 32 32 33 33 25 30 21222324 262728 29 31 32 33 30 29 31 32 33 28 27 26 25 24 2 3 22 22 23 24 25 26 27 28 31 32 33 3 1 3 2 3 3 3 0 2 6 2 7 2 8 2 9 3 1 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3536 34 33 33 34 3 5 3 2 3 3 35 3 4 3 4 35 36 33 32 31 33 34 32 3 3 3 2 3 1 3 0 2 9 2 8 2 7 2 6 2 5 2 4 2 3 2 2 2 1 24" HDPE (22LF @ 0.50%) 24 " H D P E (3 1 L F @ 9 . 0 4 % ) 3 0 " R C P ( 3 4 L F @ 2 . 4 4 % ) 12 " H D P E (2 0 L F @ 0 . 5 0 % ) 30" RCP (62LF @ 1.00%) 18" RCP (47LF @ 1. 6 1 % ) 12 " H D P E (1 2 9 L F @ 0 . 5 0 % ) 24 " H D P E (4 5 L F @ 0 . 5 0 % ) 24 " H D P E (1 1 5 L F @ 0 . 5 0 % ) G1B-CO RIM=33.66' INV IN NE=26.83' INV OUT S=26.83'G2-CO RIM=33.43' INV IN NW=26.94' INV OUT SW=26.94' A2-JB RIM=33.38' INV IN SW=25.91' INV IN N=28.92' INV OUT E=24.83' H2-OS RIM=29.21' INV OUT NE=27.00' H1-FES INV.=26.25 F1-CO RIM=33.67' INV IN NW=29.02' INV OUT S=29.02' G3-CO RIM=33.47' INV IN NW=27.17' INV OUT SE=27.17' A1-FE INV.=24.00 G1A-OEP INV.=24.00 1" = 20'POND PLAN VIEW2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C16.1 SCM DETAIL.DWG ---- 01/18/2022 11:18:16 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C16.1 STORMWATER POND DETAIL SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSFOREBAY AND STORAGE POND SECTION2 10.0' PERMANENT POOL EL. 29.00' FOREBAY BOTTOM EL. 22.00' 1 POND BOTTOM EL. 21.00' 1 2 VEGETATED SHELF 6:1 SLOPE TYP. OVERFLOW STRUCTURE (SEE DETAIL) SEE PLAN FOR LOCATION & INVERT 47.0 LF OF (1) 18" RCP @ 0.50% (ASTM C76 CLASS III PIPE) WITH "O" RING GASKET JOINTS (ASTM C361) CUTOFF TRENCH WITH 1:1 SIDE SLOPES 1.5' ALUMINUM ANTI-SEEP COLLAR SPACED 5 FT BELOW CUTOFF TRENCH (TYP.) STORAGE EL. 22.00' TEMPORARY POOL EL. 30.20' 2 1 1 3 0.5 FT 0.5 FT SEDIMENT STORAGE EL. 23.00' PERMANENT POOL EL. 29.00' INV 26.02'2 1 2 1 INV 26.25'FOREBAY MAIN BAY MI N 1 F T MI N 1 F T 6. 0 0 F T 7. 0 0 F T VEGETATED SHELF 6:1 SLOPE TYP. 3 FT 6 FT 3 FT 1/3 LENGTH OF PIPE RUN 3 FT 1 FT OUTLET STRUCTURE SEE DETAIL, THIS SHEET SECTION B-B W LAYER OF FILTER FABRIC RIP RAP W L B M I B H NOTE: MINIMUM H=2/3 NATURAL GRADE M I PIPE DIAMETER SIDE TRASH RACK #5 REBAR SPACED 4" O.C. BACKFILL 4 FEET WITH 3,000 PSI CONCRETE 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES. 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. NOTES STORM ELEVATIONS WET POND 1.5" DEPTH = 29.72' DESIGN STORM 2-YEAR = 31.16' 10-YEAR = 32.06' 25-YEAR = 32.18' 100-YEAR = 32.33' (1) 18" RCP OUTLET BARREL EMERGENCY SPILLWAY WEIR EL. 32.25' TOP OF POND EL. 33.25' RIP-RAP EMERGENCY SPILLWAY 12" THICK LAYER NCDOT CLASS B RIP-RAP (d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57 STONE BEDDING WRAPPED WITH NON-WOVEN FILTER FABRIC (SI GEOTEX 801 OR APPROVED SUBSTITUTE) 13 3135 FT FOREBAY BERM EL = 28.5' La 3 0.5 FT MAINTENANCE ACCESS RIP RAP OUTLET PROTECTION SEE DETAIL, THIS SHEET 0 SCALE: 1"=20' 40'20'20' EMERGENCY SPILLWAY (TYP.) STORMWATER CONTROL MEASUREFOREBAY MAIN BAY FOREBAY BERM (TYP.) 4 F T TRASH RACK #5 REBAR SPACED 4" O.C. 6'x6' REINFORCED CONCRETE RISER BOX (ASTM C1433) 18" RCP OUTLET BARREL RISER RIM EL. 31.90' INV 29.0' 4 FT 0. 5 F T 18" RCP INV 30.2' 12 INCH DIAMETER HOLE IN STRUCTURE NTSOUTLET STRUCTURE2 FRONT TOP NTSEMERGENCY SPILLWAY2 NTSRIPRAP APRON OUTLET2 INV 26.25' TOP OF BERM EL. 33.25' 6.0" PVC SCH. 40 PIPE WITH 45 DEG BEND. CAPPED WITH 2" DIAMETER HOLE IN END CAP. 4 F T 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° SECTION 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 NATIVE SUBGRADE 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 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 SECTION 1" M I N . 6" MIN. TOPSOIL PER SPECIFICATIONS 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 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. SECTION 1" M I N . 4" MIN. 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. A B PLANT SPACING PLAN A TOPSOIL PER SPECIFICATIONS PLANT 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.) PLANTING BED EDGE SHRUB 2 - RHY WHI34 - LOB SIP11 - EUP FIS 12 - RHY WHI 4 - LOB SIP 40'-0" 3' - 0 " 3' - 0 " 6' - 0 " EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8 LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38 RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14 TYPICAL PLANTING SCHEDULE PER 40' LF GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY STORM WATER POND PERMANENT POOL ELEVATION POND UP SLOPE VA R I E S , SE E PL A N MAINTENANCE BENCH TYPICAL PLANTING PLAN CYN-DAC CANOPY TREE SIZE CALIPER HEIGHT QTY REMARKS MAGNOLIA GRANDIFLORA `LITTLE GEM` DWARF SOUTHERN MAGNOLIA B & B 2.5" CAL.8`-10` HT.9 SINGLE DOMINANT LEADER, UNIFORM CANOPY, FULL TO GROUND & MATCHED QUERCUS PHELLOS WILLOW OAK B & B 2.5" CAL.12`-14` HT.7 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QUERCUS VIRGINIANA `HIGH RISE` HIGH RISE LIVE OAK B & B 2.5" CAL.12`-14` HT.8 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED UNDERSTORY TREES SIZE CALIPER HEIGHT QTY REMARKS CERCIS CANADENSIS 'RUBY FALLS' RUBY FALLS WEEPING EASTERN REDBUD B & B 2" CAL.8`-10` HT.4 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED CERCIS X `MERLOT` MERLOT REDBUD B & B 2.5" CAL.12`-14` HT.2 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED ILEX X `NELLIE R STEVENS` NELLIE STEVENS HOLLY B & B 2" CAL.6`-8` HT.9 UNIFORM CANOPY, FULL TO GROUND & MATCHED TREE SCHEDULE SHRUBS SIZE HEIGHT SPREAD SPACING QTY REMARKS ASPIDISTRA ELATIOR CAST IRON PLANT 3 GAL.12"-15" HT.12"-15" SPD.2` O.C.34 UNIFORM HEAD & MATCHED CLETHRA ALNIFOLIA `HUMMINGBIRD` SUMMERSWEET 3 GAL.12"-15" HT.18"-24" SPD.4` O.C.13 UNIFORM HEAD & MATCHED ECHINACEA PURPUREA CONEFLOWER 1 GAL.15"-18" HT.15"-18" SPD.2` O.C.19 UNIFORM HEAD & MATCHED HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 7 GAL.30"-36" HT.30"-36" SPD.7` O.C.9 UNIFORM HEAD & MATCHED HYDRANGEA QUERCIFOLIA 'PEE WEE' PEE WEE OAKLEAF HYDRANGEA 3 GAL.18"-24" HT.18"-24" SPD.3` O.C.10 UNIFORM HEAD & MATCHED ILEX GLABRA `SHAMROCK` INKBERRY 3 GAL.18"-24" HT.18"-24" SPD.3.5` O.C.66 UNIFORM HEAD & MATCHED ILEX VOMITORIA `NANA` DWARF YAUPON 3 GAL.12"-15" HT.12"-15" SPD.3` O.C.92 UNIFORM HEAD & MATCHED LEUCOTHOE AXILLARIS COASTAL LEUCOTHOE 3 GAL.12"-15" HT.12"-15" SPD.3` O.C.27 UNIFORM HEAD & MATCHED MUHLENBERGIA CAPILLARIS MUHLY GRASS 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.20 UNIFORM HEAD & MATCHED MYRICA CERIFERA WAX MYRTLE 7 GAL.30"-36" HT.30"-36" SPD.8` O.C.15 UNIFORM HEAD & MATCHED PENNISETUM ALOPECUROIDES `LITTLE BUNNY` LITTLE BUNNY FOUNTAIN GRASS 3 GAL.15"-18" HT.15"-18" SPD.2` O.C.51 UNIFORM HEAD & MATCHED SABAL MINOR DWARF PALMETTO 7 GAL.18"-24" HT.18"-24" SPD.7` O.C.11 UNIFORM HEAD AND MATCHED SHRUB SCHEDULE GROUND COVERS SIZE SPACING QTY REMARKS CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF 31,795 SF CYNODON DACTYLON BERMUDA GRASS SOD 20,689 SF VEGETATIVE SHELF PLANTING ---2,228 SF SEE VEGETATIVE SHELF PLANTING DETAILS GROUND COVER SCHEDULE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\07921\0002\ENG\80-DRAWINGS\1_PRODUCTION_SHEETS\1_PLAN_SHEETS\2_WORKING_DWGS\C17.0 LANDSCAPE DETAILS.DWG ---- 01/18/2022 11:03:41 THE RESIDENCE AT CANOPY POINTE 07921-0002 0 HKA/TRC/THL HKA/TRC/THL TRC/THL RMC N/A N/A 01/18/2022 C17.0 LANDSCAPE DETAILS SITE PLAN APPLICATION REVIEW 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSTREE PLANTING5 NTSGROUNDCOVER PLANTING2NTSSHRUB PLANTING4 NTSVEGETATIVE SHELF PLANTING1 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.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. 23.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. 24.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 25.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. NTSPLANTING NOTES6 NTSPLANT LEGENDS3