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Home My WebLink AboutTRC Approval Packet Commercial Site Plan Approval – [8704 Market Street – Apartment, Commercial & Duplexes] Page 1 of 1 COMMERCIAL SITE PLAN APPROVAL To: Joe Boyd, Withers Ravenal jboyd@withersravenel.com From: Amy Doss Associate Planner Date: January 12, 2024 Energov#: SITECN-22-000039 Subject: Commercial Site Plan Approval – 8704 Market Street – Inspire Futch Creek Apartments, Duplex Units, and Commercial The commercial site plan for a mixed-use apartment/commercial building and duplexes has been approved. The approved commercial site plan consists of the construction of 189,500 SF apartment building with an additional 6,000 SF of commercial, and 46 duplex units with associated parking and landscaping on 37.18 acres of land located at 8704 Market Street (PIN: R02900-003-513- 000). Enclosed is the approved site plan. This approval is valid for two (2) years unless a building permit or zoning compliance approval authorizing the approved development is obtained. Please note the project may be subject to additional regulations of the County’s development ordinances, including but not limited to, those referenced in the initial review and/or subsequent revised comments. In addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other government or regulatory agency. If you have any questions, I may be reached at (910) 798-7571 or adoss@nhcgov.com. Sincerely, Amy Doss Associate Planner cc: TRC (Fire Services, Engineering, CFPUA, NCDOT) Enclosure 89 90 93 94 95 96 97 98 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3534 19 18 394041 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) MA R K E T S T R E E T (R / W V A R I E S ) GRAYSON PARK DRIVE (50' PRIVATE R/W) VA N PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A PRIVATE D R I V E C PR I V A T E D R I V E B PP PP PP PP PP PP PRIVAT E D R I V E A PRIVAT E D R I V E A PRIVAT E D R I V E A PRIVATE DRIV E B PRIVAT E D R I V E A PRIVATE DRIV E C LOD L O D L O D LO DSF/ T P PRIVATE D R I V E B 219 Station Road | Ste 101 | Wilmington, NC 28405 | t: 910.256.9277 | license #: F-1479 | www.withersravenel.com WithersRavenel Our People, Your Success 0 GRAPHIC SCALE 200 1 inch = 200 ft. 100 NEW HANOVER COUNTY PROJECT NO.SITECN-22-000039 PARCEL PIN NO.R02900-003-513-000 TOTAL PROJECT AREA (ACRES)37.18 ACRES WATERSHED FUTCH CREEK EXISTING ZONING & LAND USE UMXZ PROPOSED USE ACTIVE ADULT LIVING FACILITY - 156 UNITS - 238 BEDS DUPLEX UNITS - 46 UNITS - 3 BEDROOMS EACH COMMERCIAL/RETAIL - BOTTOM FLOOR 6,000 SF 4 RESIDENTIAL UNITS ON SECOND FLOOR - 2 BEDROOMS EACH PROPOSED DENSITY (UNITS/ACRE)5.55 PROPOSED NUMBER OF UNITS 206 ASSISTED LIVING FACILITY PARKING REQUIRED (1.5 PER DWELLING UNIT): 234 PROVIDED: 234 DUPLEX PARKING REQUIRED: (2) SPACES PER DUPLEX PROVIDED: (2) SPACES PER DUPLEX RETAIL PARKING REQUIRED (2 SPACES PER 1,000 SF & 1.5 PER DWELLING UNIT): 18 PROVIDED: 67 SETBACKS: FRONT VARIES PER UMXZ ZONING SIDE VARIES PER UMXZ ZONING REAR VARIES PER UMXZ ZONING CORNER VARIES PER UMXZ ZONING OPEN SPACE: TOTAL SITE AREA 1,300,014 SF (29.84 AC) MINIMUM OPEN SPACE REQUIRED 0.35 (29.84 AC) = 10.45 AC PROPOSED OPEN SPACE 616,406 SF (14.15 AC) PARCEL SUBDIVIDED NO PRELIMINARY SITE PLANS INSPIRE FUTCH CREEK WR PROJECT NO.200119.10 New Hanover County: MUNI PRO NO:N/A 05/04/2022 R w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 0 . 0 0 C O V E R . d w g - Fr i d a y , M a r c h 3 , 2 0 2 3 4 : 1 3 : 4 4 P M - CT A Y L O R MARCH 3, 2023 N.T.S. WithersRavenel 219 Station Road, Suite 101 Wilmington, NC 28403 910-256-9277 Project Manager Joseph S. Boyd, PE jboyd@withersravenel.com 8704 MARKET STREET | WILMINGTON,NC 28411 | NEW HANOVER COUNTY SURVEY BENCHMARK BENCHMARK IS NC GRID MONUMENT NAD 83(2011), NC GRID COORS N: E: NAVD 88 ELEV: TBM 1 205557.51 2368555.80 50.24 ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 EN W S PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: R02900-003-513-000 RIDGEWOOD GARDEN HEALTH INVESTORS, LLC 326016.94.0756.000 8704 MARKET STREET WILMINGTON NC 28411 37.2-AC UMXZ PARCEL DATA SITE DATA TABLE COORDINATION NOTES: 1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2.ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA. 3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 5.THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH NEW HANOVER AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE MEETING. 6.REFER TO ZONING CASE Z20-12 FOR BOARD OF COMMISSIONERS APPROVED MASTER PLAN. NOTES GENERAL NOTES: 1.THE TOPOGRAPHIC SURVEY HAS BEEN PROVIDED BY WITHERSRAVENEL. TREE SURVEY PROVIDED BY THE DAVEY GROUP. 2.ELEVATIONS ARE TIED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND HORIZONTAL COORDINATES ARE TIED TO THE NORTH CAROLINA GRID SYSTEM. 3.WETLAND SURVEY PROVIDED BY WITHERSRAVENEL. 4.SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP 3720326000K DATED AUGUST 28, 2018. 5.THERE ARE NO KNOWN U.S. LISTED DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORICAL PLACES, "HISTORICAL PROPERTY" PURSUANT TO G.S. CHAPTER 160A, ARTICLE 19, PART 3 ,OR A "HISTORIC DISTRICT" DESIGNATED BY A LOCAL ORDINANCE PURSUANT TO G.S. CHAPTER 160A-400.4 WITHIN THIS PROJECT. 6.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC. 7.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. 8.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. 9.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. 10.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 11.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 FOR ASSISTANCE IN LOCATING UTILITIES. THE CONTRACTOR SHALL CALL AT LEAST 72 HOURS PRIOR TO ANY DIGGING. 12.ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAYS AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET COUNTY AND/OR NCDOT STANDARDS. 13.ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. 14.ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. 15.ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. 16.ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 17.DURING CONSTRUCTION, COPIES OF NPDES AND SIMILAR MAINTENANCE REPORTS ARE TO BE SUBMITTED TO THE CITY ON AT LEAST A QUARTERLY BASIS. AFTER PROJECT COMPLETION, THE HOMEOWNERS ASSOCIATION WILL TAKE RESPONSIBILITY OF SUBMITTING SUCH MAINTENANCE REPORTS TO THE COUNTY. 18.THE INSTALLATION OF ANY SIGN WILL BE SUBJECT TO THE STANDARDS OUTLINED IN SECTION 5.6 OF THE UDO AND ADDITIONAL STANDARDS ARE IN 3.5.3 OF THE UDO NOTES INSPIRE FUTCH CREEK PRELIMINARY SITE PLANS FOR Site G R A Y S O N P A R K D R I V E G A S K I N S L A N E MAR K E T S T R E E T F U T C H C R E E K R O A D INDEX OF SHEETS Sheet #Sheet Title C0.00 COVER C1.00 OVERALL EXISTING CONDITIONS C1.01 OVERALL TREE REMOVAL PLAN C2.00 OVERALL SITE PLAN C2.01 SITE PLAN C2.02 SITE PLAN C3.01 UTILITY PLAN C3.02 UTILITY PLAN C4.01 STORM DRAINAGE PLAN C4.02 STORM DRAINAGE PLAN L1.00 OVERALL LANDSCAPE PLAN L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE PLAN L1.03 LANDSCAPE PLAN L1.04 LANDSCAPE PLAN L1.05 LANDSCAPE PLAN L9.00 LANDSCAPE DETAILS NOT APPROVED FOR CONSTRUCTION PREPARED BY:CONTACT LIST: PRELIMINARY DEVELOPER: RIDGEWOOD GARDEN HEALTH INVESTORS, LLC 2334 S. 41ST STREET WILMINGTON, NC 28403 PHONE #: (919) 413-5350 ATTENTION: PATRICK ALLEN TREE REMOVAL PLANC1.02 TREE REMOVAL PLANC1.03 C9.00 WASTE AND RECYCLING DETAILS L7.00 OVERALL LIGHTING PLAN L7.01 LIGHTING PLAN L7.02 LIGHTING PLAN OCTOBER 18, 2018 L6.00 OVERALL PLANTING PLAN L6.01 L6.02 L6.03 L6.04 PLANTING PLAN AREA I PLANTING PLAN AREA II PLANTING PLAN AREA III PLANTING PLAN AREA IV L6.05 PLANTING PLAN AREA V PLANTING DETAILSL9.90 L9.91 PLANTING DETAILS SITE PLANS FOR OCTOBER 19, 2023JANUARY 11, 2024 4 0 4 5 3 9 3 9 414 2 4344 4 6 47 484 9 50 50505 0 5 0 5 5 60 4 6 4 6 46 4 7 4 7 4748 4 8 484 9 49 49 51 52 53 54 5 6 57 58 59 61 3 5 4 045 3 6 3 7 3 7 37 37 3 7 383838394142 4 34446 4 748 3 0 35 26 27 28 2 9 31 32 3 3 3 4 4 5 4 1 4 2 4 3 4 4 4 6 4 747 4748 50 50 55 60 4949 5 1 51 52 53 54 56 57 58 59 50 3 838 39 37 38 3 8 38 3737 36 37 373 7 373 7 37 37 25 30 35 21 2 2 2 3 24 2 6 2 7 2829 31 32 33 34 36 35 30 25 20 38 3 9 3 9 39 3940 45 41 42 4 3 44 2530 3 5 2324 262728 2931323334 3 6 37 2 2 23 24 2 020 2 5 21 22 2 3 24 26 3035313 233343 6 3 7 3 73738 39 89 DIRT & GRAVEL DRIVE CHH TEL C C C FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G U U U U U U U U U U U U U U U U U U U U U W W W W W W W W W W W W W W W W W W W W WW W FOB FOB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E ABANDONED SINGLE STORY MOBILE HOME ON BRICK FOUNDATION OLD SATELLITE DISH LP PP PP PP PP PP PP N/F VILLAGES AT PLANTATION LANDING HOA INC PID#R02900-003-567-000 ZONING: R-7 CLASS: HOA DEED BOOK 6330 PAGE 572 90 93 94 95 96 97 98 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3534 19 18 383940 41 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F PLANTATION LANDING PHASE 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE 173-174 N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 GRAYSON PARK DRIVE (50' PRIVATE R/W) WETLANDS WETLANDS WETLANDS EXISTING POND N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 X X X X X X X X X X X X FO FO FO F O TEL TTT T T T G G G G G TV C C W W W W W W W W W W W OH E OH E FM FM FM F U T C H C R E E K R O A D M A R K E T S T R E E T ( R / W V A R I E S ) L = 1 8 5 . 6 9 3 , R = 2 7 5.5 9 6 EX-SSMH RIM: 21.16' INV (N): 12.1 1 ' INV (E): 10.6 4 ' INV (W): 10. 6 1 ' INV (S): 10.5 3 ' S SS SS SS 5 0 5 0 5 0 4 8 4 8 48 4 8 4 8 4 9 4 9 4 9 5 1 5 2 53 48 5 0 5 0 48 4 8 4 9 4 9 5 1 5 1 5 0 484951 46 52 53 54 54 54 53 5049 51 52 55 54 2 3 24 25 2 7 2 9 3 1 32 3 4 36 2 4 24 2 3 2 0 18 18 19 21 2 2 20 18 1 7 w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 1 . 0 0 - O V E R A L L E X I S T I N G . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 5 : 4 5 P M - GR H O D E S ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN C1.00 EN W S WR Job No. 200119.10 DATE 12/08/2023 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y CO N S T R U C T I O N D R A W I N G S IN S P I R E F U T C H C R E E K DRN: TMG DGN: TMG CKD: JSB 0 SCALE: 1 inch = ft. 8040 80 EXISTING 18" CMP INV. IN: 44.56 INV. OUT: 44.26 EXISTING UNDERGROUND GAS LINE (TYP) EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) EXISTING 16" WATERLINE (TYP) EXISTING OVERHEAD ELECTRIC LINE (TYP) EXISTING FIRE HYDRANT (TYP) EXISTING TREELINE (TYP) PROJECT BOUNDARY (TYP.) EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING TELEPHONE LINE (TYP) EXISTING CABLE TV LINE (TYP) EXISTING WATERLINE (TYP) EXISTING POND (TYP.) EXISTING 50' DRAINAGE EASEMENT (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAIAGE EASEMENT (TYP.) LEGEND POWER POLE WATER VALVE STORM DRAIN MH SEWER MANHOLE CLEANOUT CATCH BASIN WELL SIGN S W GAS VALVE WATER METER TRAFFIC SIGNAL GUY WIRE LINETYPE WATER PROPERTY LINE OVERHEAD ELEC STORM DRAIN GAS W W W OHE OHE G G RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 EXISTING DIRT ROAD (TO BE REMOVED) WETLANDS TO BE IMPACTED (TYP) WETLANDS TO BE IMPACTED (TYP) WETLANDS TO BE IMPACTED (TYP) (TO BE REMOVED) OVERHEAD POWERLINE TO BE RELOCATED (BY OTHERS) OVERHEAD POWER POLE TO BE RELOCATED (BY OTHERS) OVERHEAD POWERLINE TO BE RELOCATED (BY OTHERS) OVERHEAD POWER POLE TO BE RELOCATED (BY OTHERS) DIRT AND GRAVEL DRIVE TO BE REMOVED. UNDERGROUND LINE TO BE ABANDONED. OVERHEAD POWERLINE TO BE RELOCATED (BY OTHERS) OVERHEAD POWER POLE TO BE RELOCATED (BY OTHERS) OVERHEAD POWER POLE TO BE RELOCATED (BY OTHERS) OVERHEAD POWER POLE TO BE RELOCATED (BY OTHERS) (TO BE REMOVED) MATCHLINE - SEE SHEET C1.01 D TV PEDESTAL FIBER OPTIC LINE FO FO UTILITY U U WETLANDS LIGHT POLE TO BE REMOVED (TYP.) UTILITY POLE TO BE REMOVED (TYP.) FLARED END SECTION NOTE: ADJACENT PROPERTY BOUNDARY SHOWN IS BASED ON GIS DATA. CONTRACTOR SHALL CONFIRM MEETS AND BOUNDS PRIOR TO CONSTRUCTION. EXISTING POND SPILLWAY PRELIMINARY NOT APPROVED FOR CONSTRUCTION 89 C 90 93 94 95 96 97 98 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3534 19 18 43 44 45 46 MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) GRAYSON PARK DRIVE (50' PRIVATE R/W) SF/ T P S F / T P SF / T P EXISTING POND SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P S F / T P SF/TP SF / T P SF / T P SF/TP SF/TPSF/TPSF/TPSF/TP S F / T P SF/TPSF/TPSF/TPSF/TP SF / T P S F / T P SF / T P SF / T P S F / T P SF / T P SF / T P SF/TPSF/TP SF/TP SF/TP SF/TP S F / T P SF/TP S F / T P S F / T P SF/TP SF/TP SF/ T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF / T P SF/T P SF / T P S F / T P S F / T P S F / T P SF/TP S F / T P SF/TP SF / T P SF / T P SF/TP L O D L O D LO D LODLODLODLODLODLODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LO D LO D LO D LO D L O D LO D LO D LO D LOD LO D L O D LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD L O D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LODLO D LOD LO D L O D LOD L O D L O D LOD LOD L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D LOD LO D LO D L O D SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P TV OH E LO D L O D LO D LO D M A R K E T S T R E E T ( R / W V A R I E S ) SF / T P SF / T P SF / T P SF/TPSF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SS SS SS EXISTING STORM DRAINAGE (TYP) PROJECT BOUNDARY (TYP.) EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING 50' DRAINAGE EASEMENT (TYP.) LIMITS OF DISTURBANCE (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) SILT/TREE PROTECTION FENCING (TYP.) SILT/TREE PROTECTION FENCING (TYP.) LIMITS OF DISTURBANCE (TYP.) w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 1 . 0 1 - T R E E R E M O V A L P L A N . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 6 : 2 9 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 OVERALL TREE REMOVAL PLAN C1.02 EN W S 0 SCALE: 1 inch = ft. 8040 80 TREE LEGEND: Significant Trees To Be Removed Tree Type Minimum DBH Aggregate Inches at DBH Dogwood, Magnolias, Native Flowering Trees, and American Hollies 8 inches 284 Long Leaf Pine, Pond Cypress, Bald Cypress, and Hardwoods 18 inches 2416 Other Conifers 24 Inches 717 Specimen Trees To Be Removed Tree Type Minimum DBH Aggregate Inches at DBH Live Oak 36 inches 0 Pond Cypress 36 inches 0 Bald Cypress 36 inches 0 Required Mitigation Inches for Significant Trees:6834 Required Mitigation Inches for Specimen Trees:0 Total Required Mitigation Inches:6834 Native Trees To Be Retained * Counts towards removed specimen and significant trees Tree Type DBH Aggregate Inches at DBH Unregulated Trees 2 inches (min)0 Dogwoods and American Hollies 4-7 inches 662 Long Leaf Pine, Pond Cypress, Bald Cypress, and Hardwoods 8-17 inches 6311 Other Native Confiers 12-23 inches 4237 Trees Growing in Mature Native Forest Aggregate Inches 0 Trees Growing in Stands or Natural Clusters Aggregate Inches 0 Non-Native Trees To Be Retained * Counts towards removed significant trees Tree Type DBH Aggregate Inches at DBH Unregulated Trees 2 inches (min)0 Non-Native Hardwoods 8-17 inches 0 Non-Native Confiers 12-23 inches 0 Trees Growing in Stands or Clusters Aggregate Inches 0 Total Native Inches:11210 Total Non-Native Inches:0 Total Retained Inches:11210 Credit Allocation Total Native Inches Retained:11210 Total Non-Native Inches Retained:0 Native Inches Non-Native Inches Significant Tree Removal Mitigation:11210 0 Specimen Tree Removal Mitigation:0 N/A Remaining retained inches:0 0 Required Significant Tree Mitigation Inches:6834 Provided Mitigation Inches:16815 Remaining:-9981 Required Specimen Trees Mitigation Inches:0 Provided Mitigation Inches:0 Remaining:0 BIRCH (BIR) CHERRY (CHR) DOGWOOD (DW) GUM (GUM) HARDWOOD (HDW) HICKORY (HK) HOLLY (HLY) MAGNOLIA (MAG) MAPLE (MPL) MIMOSA (MIM) OAK (OAK) PINE (PN) SHRUB (SHRUB) BLACK WALNUT (BWT) LIVE OAK (LOAK) LONGLEAF PINE (PNLL) TREE REMOVAL LEGEND: BIRCH (BIR) BIRCH (BIR) 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 20 21 MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) SF/TP S F / T P S F / T P S F / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP S F / T P S F / T P S F / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/T P S F / T P S F / T P S F / T P SF / T P SF / T P SF / T P SF / T P S F / T P SF / T P SF / T P S F / T P SF / T P SF / T P SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP S F / T P SF/TP SF/TP SF/TP S F / T P SF / T P S F / T P S F / T P SF/TP SF/TP SF/TP SF/TP SF/TP LOD L O D L O D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO DLODLO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D LOD L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D L O D L O D LOD LO D LO D LO D L O D LODLODLODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LO D L O D LO D LOD LOD LOD LOD LOD LO D LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D L O D LOD L O D L O D LOD LO D LO D LO D LO D L O D L O D L O D SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/T P SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P PN 13'' GUM 12'' PN 16'' GUM 12'' HLY 5'' OAK 8'' PN 20'' OAK 8'' PN 12'' MPL 9'' PN 15'' PN 26'' GUM 10'' PN 23'' OAK 8'' PN 18'' OAK 8'' OAK 10'' PN 14'' OAK 10'' PNLL 13'' PN 18'' PN 18'' PN 21'' PNLL 13'' PN 12'' OAK 9'' PN 13'' OAK 10'' GUM 10'' HLY 4'' HLY 4''OAK 9'' OAK 11'' PN 15''PN 15'' OAK 8'' PN 15'' HLY 4'' OAK 8'' GUM 8'' PN 21'' PN 18'' PN 16'' PN 17'' PN 17'' MPL 9'' PN 20'' PN 24''PN 20'' (POOR) GUM 10''PN 20'' OAK 11'' PN 20'' OAK 8'' PN 13''MPL 8'' PN 18'' PN 20'' PN 17'' PN 13'' PN 15'' PN 14'' PN 16'' PN 13'' PN 14'' PN 17'' OAK 11'' OAK 8'' OAK 8'' PN 16'' HLY 5'' PN 14'' PN 24'' OAK 9'' GUM 10'' PN 21'' OAK 14'' GUM 14'' OAK 13'' GUM 9'' PN 20'' PN 16''PN 17'' PN 15'' PN 14'' OAK 9'' PN 18'' PN 16'' PN 13'' PN 17'' OAK 8''GUM 13'' OAK 9'' OAK 12'' PN 24'' PN 17'' PN 22'' PN 18'' PN 18'' PN 18''PN 16'' OAK 8'' OAK 12'' OAK 9'' OAK 10'' OAK 10'' OAK 10'' OAK 13'' HLY 7'' PN 14'' OAK 9'' PN 24'' HLY 4'' OAK 8''HLY 4'' OAK 10'' PN 18'' PN 19'' PN 22'' GUM 10'' PN 22'' PN 16'' OAK 8'' MPL 10'' HLY 5''PN 17'' OAK 8'' OAK 8'' OAK 8'' PN 17'' HLY 5'' HLY 6'' MPL 9'' PN 16''MPL 9'' OAK 12'' OAK 8'' PN 18'' PN 17'' PN 23'' HLY 5'' MPL 13'' (POOR) HLY 4'' PN 16'' (POOR)MPL 9'' MPL 8'' OAK 8'' (POOR) MPL 8'' OAK 10'' OAK 10'' MPL 8'' MPL 8'' (POOR) PN 21'' OAK 10''OAK 11'' HLY 4'' HLY 4'' MPL 9'' OAK 9'' HLY 5'' (POOR) OAK 10'' OAK 9''OAK 11'' OAK 10'' MPL 10'' MPL 13'' OAK 12'' PN 12'' PN 12''PN 19'' HLY 5'' HLY 4'' OAK 9'' OAK 21'' PN 16'' PN 21'' PN 25'' PN 12'' PN 19'' MPL 9'' HLY 6'' MPL 9'' MPL 9'' MPL 11'' PN 18'' MPL 9'' OAK 10'' PN 26'' OAK 9'' (POOR) MPL 8'' MPL 11'' OAK 12'' HLY 4'' MPL 8'' HLY 6'' HLY 5'' HLY 5'' HLY 5'' MPL 8'' MPL 8'' MPL 9'' OAK 10'' OAK 10'' MPL 9'' (POOR) HLY 4'' (POOR) HLY 4'' HLY 5'' MPL 9'' HLY 4'' PN 19'' PN 28'' OAK 8'' PN 15'' PN 15'' HLY 4'' HLY 4'' PN 14''PN 16'' OAK 9'' OAK 8'' HLY 4'' PN 24'' OAK 9'' OAK 8'' OAK 9'' PN 22'' HLY 4''OAK 11'' PN 26'' PN 13'' PN 26'' PN 24'' OAK 9'' OAK 8'' OAK 8'' MPL 9'' PN 15'' HLY 6'' OAK 9'' OAK 13'' HLY 5''HLY 5'' HLY 6'' PN 18'' PN 19'' HLY 4''PN 12'' HLY 5'' OAK 8'' OAK 8'' PN 12'' HLY 5'' HLY 4'' PN 12'' OAK 13'' OAK 9'' PN 20'' PN 12'' PN 15'' OAK 8'' HLY 4'' PN 12''HLY 8'' PN 15'' HLY 4'' PN 12'' PN 25'' PN 18'' LOAK 14'' LOAK 9'' OAK 17'' PN 13'' LOAK 10'' OAK 15'' (POOR) OAK 23'' GUM 11'' GUM 10'' OAK 18'' (POOR) OAK 8'' HLY 4'' OAK 11'' HLY 4'' LOAK 9'' GUM 8'' OAK 12'' (POOR) OAK 8'' (POOR)OAK 10'' GUM 9''OAK 8'' OAK 9'' (POOR) PN 18'' OAK 13'' (POOR) PN 13'' HLY 4'' PN 18'' OAK 8'' PN 18'' HLY 4'' PN 21'' HLY 4'' PN 17'' OAK 12'' (POOR) OAK 8''OAK 9'' OAK 8'' (POOR) PN 21'' PN 23''OAK 11''HLY 4'' HLY 4'' OAK 11'' PN 14'' OAK 8'' OAK 12'' PN 22'' OAK 10'' OAK 10'' PN 14'' PN 18'' PN 20'' OAK 8'' PN 16'' PN 14'' PN 17'' HLY 6'' PN 14'' OAK 10'' PN 14'' PN 18'' PN 14'' HLY 5'' OAK 8'' PN 13'' PN 13'' HLY 5'' HLY 5'' PN 14'' PN 14'' PNLL 17'' PN 13'' (POOR) PN 14'' PN 16'' PN 20'' OAK 8''OAK 12'' OAK 8'' OAK 11'' HLY 4'' PN 27'' HLY 5'' OAK 8'' OAK 8'' OAK 11'' (POOR) OAK 11'' (POOR) LOAK 12'' HLY 5'' OAK 12'' OAK 15''LOAK 9'' GUM 11'' HLY 6'' OAK 9''LOAK 24'' OAK 12'' LOAK 10''OAK 12'' OAK 12'' HLY 6'' LOAK 13'' GUM 9'' OAK 11'' OAK 22''HLY 7'' HLY 4'' OAK 10'' PN 13''OAK 8'' OAK 12'' PN 18'' OAK 11'' PN 19'' PN 16''PN 12'' PN 13'' (POOR) PN 14'' PN 13'' PN 16'' PN 15'' PN 17'' PN 15'' PN 15'' OAK 9'' (POOR) PN 13'' PN 15'' PN 12'' PN 13'' OAK 8'' PN 18''OAK 8'' OAK 8'' OAK 13'' PN 13'' OAK 8'' OAK 10'' PN 20'' PN 12'' PN 14'' PN 16'' PN 14'' OAK 9'' PN 16'' HLY 4'' PN 21'' HLY 4'' (POOR) PN 26'' OAK 8'' HLY 5'' HLY 4'' GUM 12'' OAK 12'' (POOR) OAK 8'' (POOR) MPL 8'' OAK 8'' OAK 10'' MPL 11'' MPL 13'' OAK 8'' OAK 8'' HLY 5'' PN 15''PN 17'' PN 13'' PN 15'' PN 13'' PN 14'' PN 12'' PN 14'' PN 15'' PN 22'' PN 16'' PN 14''PN 17'' LOAK 12'' OAK 9''OAK 8'' (POOR) OAK 8'' OAK 9'' HLY 5''PN 19'' OAK 10'' PN 14'' PN 13'' PN 15'' GUM 8'' GUM 11'' HLY 6'' PN 19'' PN 16'' OAK 8'' (POOR) PN 22'' OAK 10'' GUM 8'' OAK 12''HLY 4'' PN 17''PN 17'' PN 16'' PN 12'' (POOR) PN 16'' PN 14'' PN 13'' PN 18'' PN 14''PN 16'' PN 14'' PN 16'' OAK 9'' PN 16'' PN 21'' PN 17'' HLY 4'' PN 13'' PN 23'' PN 15'' MPL 8'' PN 12'' PN 12'' PN 12'' PN 12'' PN 12'' PN 18'' PN 18'' PN 18'' PN 18'' PN 18'' PN 18'' OAK 18''OAK 18'' OAK 18'' OAK 18'' PN 18'' PN 18'' PN 18'' OAK 18'' (POOR) PN 18'' PN 18'' OAK 18'' PN 18'' OAK 18'' (POOR) OAK 18'' PN 18'' PN 18'' PN 18'' PN 18'' (POOR) OAK 18'' OAK 18'' OAK 18'' OAK 18'' OAK 18'' OAK 18'' OAK 18'' PNLL 18'' PN 18'' PN 18'' PN 18'' PN 18'' PN 18'' MPL 18'' PN 18'' OAK 18'' (POOR) OAK 18'' OAK 18'' MPL 18'' PN 18'' PN 18'' OAK 18'' PN 18'' OAK 18'' MPL 18'' (POOR) PN 18'' (POOR) OAK 18'' HLY 7'' PN 18''OAK 18'' PN 18''MPL 18'' OAK 21'' OAK 21''OAK 21'' (POOR) PN 21'' PN 21'' MPL 21'' OAK 21'' PN 21'' PN 21''PN 21'' PN 21'' MPL 21'' OAK 21'' (POOR) OAK 21'' (POOR) OAK 21'' (POOR) OAK 21'' OAK 21'' OAK 21'' HLY 7'' MPL 21'' OAK 21'' OAK 21'' OAK 21'' OAK 21''MPL 21'' MPL 21'' OAK 21'' (POOR) GUM 21'' PN 21'' PN 21'' MPL 21'' MPL 21'' PN 21'' OAK 21'' OAK 21'' OAK 21'' (POOR) MPL 21'' MPL 21'' PN 21'' PN 21'' (POOR) PN 21'' OAK 26'' MPL 26'' (POOR) OAK 26'' PN 26'' OAK 26'' OAK 26'' MPL 26'' MPL 26'' OAK 26'' OAK 26'' OAK 26'' PN 26'' (POOR) OAK 26'' OAK 26'' MPL 26'' PN 26'' MPL 26'' HLY 9'' (POOR) OAK 26'' MPL 26''MPL 26'' MPL 26'' PN 26'' (POOR) OAK 26''MPL 26''OAK 26'' HLY 6'' OAK 26'' OAK 26'' OAK 26'' (POOR) OAK 26'' OAK 26'' GUM 26'' OAK 26'' MPL 26'' OAK 26'' MPL 26'' MPL 26'' OAK 26'' OAK 26'' OAK 26'' OAK 26''HLY 4'' OAK 26''OAK 26'' OAK 26'' OAK 26'' OAK 26'' OAK 26'' OAK 26'' (POOR) OAK 26'' MPL 26'' OAK 26'' (POOR) OAK 26'' OAK 26'' OAK 26'' (POOR) OAK 26'' OAK 26'' OAK 26'' OAK 26''OAK 26'' (POOR) OAK 26'' OAK 26'' PN 26'' OAK 26'' OAK 26'' OAK 26'' PN 26'' OAK 26'' OAK 26'' OAK 26'' PN 26'' (POOR) MPL 26'' OAK 12'' LOAK 16'' GUM 16'' OAK 10'' GUM 16'' HLY 6'' OAK 8'' HLY 6'' OAK 14'' (POOR) PN 28'' OAK 10''GUM 20'' GUM 12'' HLY 6'' OAK 12'' (POOR) GUM 12'' PN 18'' PN 20'' PN 12'' OAK 9'' PN 12'' GUM 12''GUM 17'' PN 24'' PN 24''OAK 12'' PN 16''PN 12'' CHR 9'' OAK 10'' OAK 8'' OAK 8'' OAK 10'' (POOR) OAK 8'' HLY 5'' HLY 4'' HLY 6'' HLY 4'' OAK 13'' OAK 9'' OAK 8'' OAK 8'' (POOR) OAK 12'' (POOR) OAK 8'' OAK 14'' OAK 10'' (POOR) HLY 6'' OAK 20'' OAK 8'' OAK 12'' OAK 17'' OAK 11'' OAK 15'' OAK 14'' OAK 8'' OAK 8'' OAK 10'' GUM 14'' (POOR) OAK 9'' OAK 15'' OAK 8'' OAK 8'' (POOR) OAK 9'' HLY 6'' OAK 9'' OAK 9'' PN 23'' PN 22'' LOAK 8'' OAK 8'' OAK 8'' OAK 9'' PN 24'' MPL 11'' PN 23'' PN 19''OAK 8'' OAK 15'' (POOR) OAK 8'' HLY 4'' HLY 5'' HLY 4'' PN 21'' OAK 12'' OAK 8'' HLY 7'' OAK 13'' OAK 12'' MPL 9'' PN 15'' PN 14'' PN 13'' PN 14'' OAK 8'' PN 13'' PN 17'' PN 17'' PN 15'' PN 14'' OAK 14'' OAK 8'' OAK 12''OAK 12'' OAK 9'' HLY 4'' HLY 6'' PN 14'' OAK 10'' (POOR) OAK 11'' (POOR) PN 15'' (POOR) HLY 4'' PN 12'' LOAK 15'' OAK 12'' OAK 9'' OAK 12'' (POOR) OAK 8'' OAK 8'' OAK 8'' OAK 13'' OAK 15'' GUM 9''OAK 8'' HLY 8'' OAK 9'' OAK 8'' PN 24''OAK 14'' HLY 4'' HLY 4'' OAK 10'' PN 16''HLY 4'' OAK 15'' HLY 4''HLY 4'' OAK 14'' HLY 6'' GUM 14'' OAK 11'' OAK 14'' PN 23'' PN 14'' OAK 13'' PN 13'' PN 17'' HLY 4'' OAK 12'' (POOR) OAK 8'' PN 12'' OAK 13'' OAK 12'' OAK 16'' OAK 9'' OAK 10'' PN 15'' PN 18''PN 24'' PN 28'' PN 26'' PN 17'' PN 22'' PN 18'' PN 20'' PN 22'' PN 16'' OAK 8''OAK 9'' OAK 8'' OAK 9'' PN 34'' PN 36'' PN 32'' PN 27'' PN 28'' OAK 13'' (POOR)OAK 12''OAK 18'' (POOR) OAK 11'' PN 17'' PN 24'' PN 36'' PN 20'' PN 20'' (POOR) OAK 10'' OAK 8'' OAK 9'' OAK 8'' OAK 9'' OAK 11'' OAK 8'' PNLL 19'' PN 20'' PN 22'' PN 26'' PN 27'' PN 24'' MPL 12'' PN 22'' OAK 10'' (POOR) OAK 9'' OAK 8'' MPL 13'' PN 20'' PN 12'' OAK 8'' OAK 9'' OAK 9'' (POOR) PN 18'' PN 19'' MPL 12'' OAK 9'' PN 17'' PN 12''PN 17'' OAK 8'' MPL 8'' (POOR) OAK 10'' PN 14'' PN 14'' OAK 10''OAK 8'' MPL 8'' MPL 9''OAK 8'' OAK 9'' OAK 8'' PN 12'' (POOR) OAK 12'' OAK 8'' OAK 13'' MPL 10'' PN 12'' MPL 8''HLY 9'' (POOR) OAK 12'' MPL 8''MPL 10'' MPL 10'' MPL 12'' OAK 8'' OAK 10'' (POOR) OAK 8'' HLY 5'' HLY 4'' HLY 6'' HLY 4'' OAK 13'' OAK 12'' OAK 9'' OAK 8'' OAK 8'' (POOR) OAK 12'' (POOR) HLY 9'' OAK 12'' HLY 9'' OAK 8'' LOAK 16'' OAK 14'' OAK 10'' (POOR) HLY 6'' GUM 16'' OAK 10'' GUM 16'' HLY 6'' OAK 8'' HLY 6'' OAK 14'' (POOR) OAK 10'' PN 28'' OAK 20'' PN 23'' PN 22'' OAK 10'' OAK 8'' OAK 12'' OAK 17'' OAK 15'' OAK 14'' OAK 8'' OAK 8'' OAK 10'' GUM 14'' (POOR) OAK 9'' OAK 15'' OAK 8'' SHRUB 8'' OAK 8'' (POOR)OAK 9'' OAK 8'' HLY 6'' PN 14'' (POOR)OAK 9'' OAK 9''OAK 11'' MPL 10'' OAK 12'' HLY 7'' OAK 10'' (POOR) OAK 8'' OAK 8'' OAK 9'' OAK 12'' OAK 12'' (POOR)OAK 8'' OAK 10'' (POOR) OAK 9'' GUM 16'' OAK 8'' OAK 9''MPL 9''OAK 16'' MPL 14''MPL 8'' OAK 10'' OAK 11'' OAK 8'' OAK 12'' HLY 4'' OAK 8'' OAK 9'' OAK 11'' OAK 10'' OAK 9'' OAK 10'' OAK 15'' (POOR) OAK 8'' MPL 15'' OAK 8'' (POOR) OAK 9'' (POOR) OAK 8'' OAK 9''OAK 9'' (POOR) OAK 10'' (POOR) OAK 12'' (POOR)OAK 12'' (POOR)OAK 8'' OAK 8'' OAK 9'' OAK 12''OAK 8'' (POOR) OAK 9''OAK 12'' PN 30'' OAK 8''OAK 10'' OAK 10'' PN 22'' OAK 11'' OAK 12'' OAK 8'' OAK 8''HLY 7'' MPL 9'' OAK 10'' OAK 11'' OAK 10'' OAK 14'' OAK 10''OAK 9'' MPL 8'' MPL 8'' OAK 12'' (POOR) GUM 15'' OAK 9'' PN 13'' OAK 11'' MPL 12'' (POOR)PN 20'' (POOR) OAK 8'' HLY 6'' PN 14'' OAK 8'' PN 19'' PN 22'' PN 17'' MPL 11'' MPL 12'' MPL 14'' PN 22'' OAK 9'' OAK 9'' OAK 8'' (POOR) MPL 9'' MPL 10'' PN 15'' PN 20'' (POOR) PN 22'' PN 12'' (POOR) MPL 15'' PN 24'' OAK 10'' GUM 20'' GUM 12''HLY 6'' OAK 12'' (POOR) GUM 12'' PN 18'' PN 20'' PN 12'' OAK 9'' OAK 11'' (POOR) OAK 13'' OAK 16'' PN 12'' GUM 12'' GUM 17'' PN 24'' PN 24''OAK 12'' PN 16'' PN 12'' CHR 9'' PN 14'' GUM 8'' PN 14'' PN 12'' PN 13'' OAK 12'' OAK 22'' PN 13'' MPL 8'' OAK 8'' HLY 4'' PN 16'' OAK 12''OAK 10'' OAK 9'' OAK 8'' OAK 9''PN 16'' OAK 9'' (POOR) PN 13'' PN 15'' HLY 4'' OAK 11'' PN 12'' PN 14''PN 12'' PN 12'' PN 18'' OAK 10'' PNLL 18'' OAK 8'' PN 13'' PN 18'' PN 18'' OAK 9'' PN 22'' PN 29'' OAK 8'' OAK 8'' OAK 9'' PN 12'' OAK 9'' OAK 9'' PN 15'' PN 13'' OAK 8'' HLY 5'' PN 17'' PN 15'' PN 14'' PN 8'' (POOR) PNLL 24'' PN 12'' OAK 10'' (POOR) PN 19''PN 17'' PN 15'' PN 22'' OAK 12'' OAK 26'' OAK 26'' (POOR) OAK 26'' (POOR) OAK 10'' OAK 11'' OAK 11'' OAK 9'' MPL 8''PN 12'' OAK 9''HLY 4'' PN 14'' PN 22'' PN 12'' PN 14'' OAK 8'' PN 18''PN 17'' OAK 8'' OAK 12'' OAK 9'' HLY 4''PN 19'' HLY 4''HLY 4'' HLY 4'' HLY 4'' PN 16'' PN 16'' OAK 26'' (POOR) OAK 11''HLY 5'' EXISTING STORM DRAINAGE (TYP) EXISTING 30' ACCESS EASEMENT (TYP.) LIMITS OF DISTURBANCE (TYP.) SILT/TREE PROTECTION FENCING (TYP.) 0 SCALE: 1 inch = ft. 4020 40 w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 1 . 0 1 - T R E E R E M O V A L P L A N . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 6 : 3 8 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 TREE REMOVAL PLAN C1.03 EN W S MA T C H L I N E - S E E S H E E T C 1 . 0 4 TREE LEGEND: BIRCH (BIR) CHERRY (CHR) DOGWOOD (DW) GUM (GUM) HARDWOOD (HDW) HICKORY (HK) HOLLY (HLY) MAGNOLIA (MAG) MAPLE (MPL) MIMOSA (MIM) OAK (OAK) PINE (PN) SHRUB (SHRUB) BLACK WALNUT (BWT) LIVE OAK (LOAK) LONGLEAF PINE (PNLL) TREE REMOVAL LEGEND: BIRCH (BIR) BIRCH (BIR) 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 29 30 SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/ T P SF / T P LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD MAG 10'' HLY 5'' MPL 12'' MPL 9'' HLY 4'' DW 4'' HLY 4'' GUM 10'' HLY 4'' (POOR) GUM 10''MAG 10'' MPL 12'' MPL 9'' HLY 4'' DW 4'' HLY 4'' GUM 10'' HLY 4'' (POOR) GUM 10'' GUM 15'' GUM 15'' HLY 7'' GUM 18'' GUM 11''GUM 10'' GUM 9'' GUM 9'' GUM 17'' GUM 8'' HLY 6'' GUM 14'' (POOR) OAK 12'' GUM 22'' OAK 12'' PN 22'' PN 18'' PN 18'' GUM 10'' HLY 5'' PN 20'' PN 14'' OAK 22'' HLY 4'' HLY 4'' OAK 22'' OAK 18'' OAK 10''MAG 11'' GUM 18'' GUM 15'' GUM 28''GUM 28'' PN 12'' MPL 8'' HLY 5'' OAK 11''OAK 12'' GUM 8'' OAK 8'' OAK 11''OAK 10'' OAK 10'' OAK 10'' OAK 8'' OAK 8'' PN 16'' CHR 12'' (POOR)PN 13'' PN 18''PN 12''PN 13'' PN 14'' PN 14''PN 13'' PN 13'' OAK 18'' (POOR)OAK 14'' PN 21'' OAK 8'' GUM 14'' GUM 12'' OAK 10'' SILT/TREE PROTECTION FENCING (TYP.) LIMITS OF DISTURBANCE (TYP.) PP 90 93 96 97 98 99 3940 41 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/ T P SF/TP S F / T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/ T P SF/TP SF / T P SF / T P SF / T P SF/T P SF/T P SF / T P S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TPSF/TP S F / T P S F / T P SF/TP S F / T P SF / T P SF/T P SF / T P SF/TP SF/TP SF/TP LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO DLOD LOD LOD LO D L O D L O D LOD LOD LOD L O D L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LOD LO D LO D LOD LO D LO D EX-SSMH RIM: 21.16' INV (N): 12. 1 1 ' INV (E): 10. 6 4 ' INV (W): 10 . 6 1 ' INV (S): 10. 5 3 ' S SS SS SS SS SS SS PN 15'' PN 16'' PN 13'' OAK 9'' CHR 9'' OAK 8'' CHR 9'' OAK 9'' PN 15'' PN 19'' PN 15'' PN 14'' HLY 4'' PN 14'' PN 14'' PN 12'' HK 9'' OAK 8'' PN 22'' GUM 8'' GUM 12'' MAG 10'' GUM 19'' HLY 5'' MPL 12'' GUM 10'' HLY 4'' (POOR) GUM 10'' PN 21'' PN 17'' PN 19'' PN 14'' PN 12'' PN 17'' PN 18'' GUM 9'' GUM 13'' PN 18''PN 17'' PN 13'' PN 14'' PN 14'' PN 12'' PN 15'' PN 12'' PN 12'' PN 12'' PN 14'' PN 12'' PN 12'' PN 12'' PN 13'' PN 14'' PN 12'' PN 12'' PN 12'' GUM 8'' PN 14''PN 12'' GUM 12'' PN 12''PN 14'' PN 12'' (POOR) PN 14'' GUM 9'' PN 16'' PN 24'' PN 12'' (POOR) PN 12'' PN 12'' PN 14'' PN 12''PN 14'' PN 12'' PN 13'' GUM 8'' PN 14'' PN 12'' OAK 8'' PN 12'' PN 12'' PN 12'' PN 12'' PN 12'' OAK 12'' OAK 11'' (POOR) LOAK 16'' OAK 9'' OAK 11'' OAK 9'' GUM 8'' OAK 14''OAK 14'' OAK 8'' OAK 9'' (POOR) GUM 10'' OAK 12'' OAK 9'' OAK 19'' OAK 28'' HLY 4'' MPL 14'' (POOR) GUM 16'' GUM 9''DW 6'' GUM 19'' OAK 12'' OAK 35'' OAK 12'' GUM 30'' HLY 7'' HLY 5'' HLY 8'' HLY 7'' GUM 8'' GUM 19'' PN 18'' OAK 9'' PN 15'' OAK 9'' OAK 15'' PN 13'' PN 12'' OAK 9'' PN 12'' PN 12'' PN 12'' PN 15'' PN 16'' PN 12'' PN 15'' PN 17'' PN 13'' PN 12''PN 12'' PN 13'' GUM 8'' PN 15'' PN 12'' PN 15''GUM 9'' GUM 8'' PN 14'' PN 18'' PN 16'' PN 16'' PN 12'' PN 14'' PN 18'' PN 14'' GUM 15'' GUM 10''PN 12'' PN 12'' PN 12'' GUM 8''PN 13'' PN 12'' PN 14'' PN 12'' PN 16'' PN 20'' PN 13'' PN 12'' PN 14'' PN 12'' PN 12'' PN 12'' PN 12'' PN 12'' PN 14'' PN 12'' PN 13'' PN 12''PN 14'' PN 13''PN 14'' PN 13'' PN 12'' PN 14'' PN 12'' PN 15'' HK 41'' (POOR) PN 12'' OAK 22'' OAK 14'' OAK 9'' OAK 12'' OAK 8''OAK 12'' OAK 19'' OAK 9'' GUM 19'' OAK 32'' (POOR) GUM 17''HLY 10'' OAK 21'' DW 7'' (POOR) HLY 4'' OAK 11'' OAK 12'' OAK 17'' PN 14'' OAK 12''GUM 9'' PN 17'' PN 17'' CHR 22'' (POOR) PN 21'' PN 16'' OAK 10'' OAK 9'' PN 14'' PN 19'' PN 22'' PN 14'' OAK 25'' PN 16'' PN 14'' PN 14'' GUM 11'' PN 13'' OAK 10''OAK 11'' OAK 18'' OAK 12'' PN 13'' PN 12'' OAK 8'' PN 14'' PN 12'' PN 13'' PN 12''PN 14'' PN 14'' PN 12'' PN 12'' PN 14'' PN 18''PN 12'' PN 16'' PN 12'' PN 12'' PN 13'' PN 13'' PN 12''PN 14'' PN 16'' PN 12'' PN 12'' PN 14'' (POOR) PN 14'' PN 16'' PN 16''PN 13'' PN 14'' PN 12'' PN 19''PN 12'' PN 15'' PN 17'' GUM 12'' PN 17''PN 13'' PN 18'' PN 18'' PN 13'' PN 13'' PN 14'' OAK 8'' PN 12'' PN 17'' PN 16'' PN 16'' PN 12'' OAK 14'' OAK 10'' OAK 12'' OAK 19'' OAK 8''CHR 14'' GUM 10'' GUM 9''HW 16'' GUM 10'' GUM 10'' GUM 12'' CHR 20'' (POOR) GUM 14'' MPL 9'' GUM 15'' PN 12'' OAK 9'' OAK 9'' OAK 9'' BWT 10'' OAK 11''BIR 8'' HK 14'' CHR 9'' (POOR) PN 13'' PN 14'' PN 14'' BWT 12'' LOAK 10'' PN 14'' BWT 10'' OAK 10'' HW 10'' (POOR) HW 12'' HW 8'' (POOR) GUM 20'' GUM 24'' GUM 25'' GUM 12'' OAK 11'' DW 8'' HLY 9'' HLY 4'' HLY 4'' GUM 18'' GUM 13'' GUM 10'' GUM 8''GUM 8'' GUM 13'' DW 6'' CHR 16'' GUM 10'' BWT 8'' PN 12'' PN 14'' PN 15''CHR 9'' GUM 11'' GUM 25'' GUM 12'' GUM 10'' (POOR) GUM 9'' HLY 14'' (POOR) GUM 25'' HLY 7'' GUM 10'' MPL 13'' GUM 16'' MPL 21'' MAG 15'' MAG 16'' GUM 18'' GUM 8'' CHR 12''CHR 12'' SHRUB 9'' CHR 18'' GUM 10'' GUM 25'' (POOR) HLY 6'' MAG 11'' MPL 16'' (POOR) HLY 6'' (POOR) MPL 26'' MAG 12'' GUM 10'' HLY 7'' GUM 12'' MPL 8'' HLY 10'' MAG 18'' MPL 11'' GUM 14'' HLY 7'' HLY 12'' GUM 17'' OAK 20'' HLY 8'' HLY 10'' GUM 10''GUM 10'' (POOR) MAG 9'' HW 15'' DW 10'' (POOR) GUM 18'' GUM 15'' GUM 12'' CHR 18'' GUM 8'' MPL 15'' HLY 11'' OAK 38'' HLY 5'' OAK 20'' MPL 18'' HLY 6'' GUM 9'' GUM 12'' HLY 8'' MPL 9'' GUM 8'' GUM 20'' GUM 9'' GUM 16'' GUM 11''MAG 12'' MPL 12'' GUM 10'' GUM 14''GUM 14'' MAG 11''MAG 8'' GUM 14'' GUM 12'' GUM 12'' GUM 10'' GUM 10''GUM 15'' GUM 14'' GUM 9'' GUM 16'' HLY 7'' OAK 8'' GUM 9'' OAK 26'' HLY 4'' GUM 12'' OAK 15'' CHR 24'' MPL 8'' GUM 10'' CHR 9'' GUM 14'' GUM 14'' HLY 8'' HK 10'' HLY 5'' (POOR) HLY 6'' HLY 4'' HLY 4'' OAK 12'' CHR 16''OAK 15'' OAK 18'' (POOR) OAK 9'' PN 14'' PN 14'' PN 18'' OAK 8'' OAK 8'' OAK 10''OAK 12''OAK 12'' OAK 16'' OAK 9'' PN 16'' GUM 10'' OAK 8'' OAK 14'' PN 13'' OAK 10'' OAK 9'' GUM 10'' DW 7'' (POOR) OAK 8'' OAK 19'' OAK 11'' OAK 13'' OAK 11'' OAK 17'' OAK 14'' OAK 11'' (POOR) GUM 16'' DW 6'' GUM 11'' HLY 5'' OAK 14'' GUM 15'' HLY 5'' GUM 12'' OAK 17'' HW 8''HLY 6'' HLY 5''HLY 5'' HLY 5''HLY 6'' HLY 5'' OAK 15'' HLY 5'' OAK 12'' OAK 15'' OAK 10'' OAK 12'' PN 12'' PN 12'' OAK 12''OAK 16''OAK 14'' OAK 17'' OAK 14'' OAK 10'' OAK 10'' OAK 13''OAK 14'' OAK 10'' OAK 12''MPL 19'' (POOR) MPL 8'' HLY 7'' PN 14'' OAK 8''OAK 11'' CHR 24'' HLY 6'' HLY 4'' HLY 7'' PN 14'' PN 12'' OAK 12'' CHR 11'' MIM 12'' (POOR) PN 21'' OAK 10'' CHR 14'' PN 22''OAK 8'' PN 14'' PN 12'' GUM 8'' PN 12'' PN 13''PN 12'' GUM 8'' PN 13'' PN 13'' PN 12'' PN 12'' PN 13'' CHR 9'' (POOR)PN 15'' PN 14'' PN 16'' PN 19'' (POOR) PN 14'' GUM 16'' GUM 14'' GUM 12'' GUM 13'' (POOR)GUM 9'' GUM 9'' GUM 8'' GUM 10'' GUM 16''GUM 11'' GUM 8'' GUM 13'' PN 16'' OAK 10'' GUM 15'' GUM 15'' MPL 10'' GUM 10'' OAK 12'' OAK 8'' PN 14'' PN 14'' PN 14'' PN 12'' PN 12'' PN 12'' PN 12'' OAK 10'' HLY 5'' LOAK 16'' OAK 9'' OAK 11'' OAK 9''GUM 8'' OAK 14'' OAK 14'' OAK 8''OAK 9'' (POOR) GUM 10''OAK 12'' OAK 9'' OAK 19''OAK 28'' HLY 4'' MPL 14'' (POOR) GUM 16'' GUM 9''DW 6'' GUM 19'' OAK 22'' OAK 35'' OAK 12'' GUM 30'' HLY 7'' HLY 5'' HLY 8'' HLY 6'' HLY 7'' GUM 8'' OAK 14'' OAK 9'' OAK 12'' OAK 8'' OAK 12'' OAK 19'' OAK 9'' GUM 19'' GUM 19'' OAK 32'' (POOR)GUM 17'' HLY 4'' OAK 11''OAK 12'' OAK 17'' PN 14'' OAK 12''PN 18'' GUM 9'' PN 17'' PN 17'' OAK 9'' CHR 22'' (POOR) PN 21'' PN 16'' PN 14''OAK 10'' PN 15'' OAK 9'' OAK 9''OAK 15'' PN 14''PN 19'' PN 22''PN 14'' OAK 25'' PN 16'' PN 14'' PN 14'' GUM 11'' PN 13'' OAK 10''OAK 11'' OAK 18'' OAK 12'' PN 13'' PN 12'' OAK 8'' PN 14'' PN 12'' PN 13'' PN 12'' PN 14'' PN 14'' PN 12'' PN 14'' PN 18''PN 12'' PN 16'' PN 12'' PN 12'' PN 13''PN 13'' PN 12''PN 14'' PN 16''PN 12'' PN 12'' PN 14'' (POOR) PN 14'' PN 16''PN 16'' PN 13'' PN 14'' PN 12'' PN 12'' PN 15'' PN 17'' GUM 12'' PN 17'' PN 13'' PN 18'' PN 18''PN 13'' PN 13''PN 14''OAK 8'' PN 12''PN 17'' PN 16'' PN 16''PN 12'' OAK 14'' OAK 10'' OAK 12'' OAK 19''OAK 8''CHR 14'' GUM 10'' GUM 9'' HW 16'' GUM 10''GUM 10'' GUM 12'' CHR 20'' (POOR) GUM 14'' MPL 9'' GUM 15'' GUM 28'' (POOR) PN 13'' PN 12'' PN 12'' OAK 9'' OAK 9'' OAK 9'' BWT 10'' OAK 11''BIR 8'' HK 14'' CHR 9'' (POOR) PN 13'' PN 14'' PN 14'' BWT 12'' LOAK 10'' PN 14'' BWT 10'' OAK 10'' HW 10'' (POOR) HW 12'' HW 8'' (POOR) GUM 20'' GUM 24''GUM 25'' GUM 12'' OAK 11'' DW 8'' HLY 9'' HLY 4'' HLY 4'' GUM 18'' GUM 13'' GUM 10'' GUM 8''GUM 8'' GUM 13'' DW 6''CHR 16'' GUM 10'' BWT 8'' PN 12'' PN 14'' PN 15'' CHR 9'' GUM 11'' GUM 25'' GUM 12'' GUM 10'' (POOR) GUM 9''HLY 14'' (POOR) GUM 25'' HLY 7''GUM 10'' MPL 13'' GUM 16'' MPL 21'' MAG 15''MAG 16'' GUM 18'' GUM 8'' CHR 12'' CHR 12'' SHRUB 9'' CHR 18'' GUM 10'' GUM 25'' (POOR) HLY 6'' MAG 11'' MPL 16'' (POOR) HLY 6'' (POOR) MPL 26'' MAG 12'' GUM 10''HLY 7''GUM 12'' MPL 8'' HLY 10'' MAG 18'' GUM 14'' HLY 7'' HLY 12'' GUM 17'' OAK 20'' HLY 8'' HLY 10'' GUM 10'' GUM 10'' (POOR) MAG 9'' HW 15'' DW 10'' (POOR) GUM 18'' GUM 15'' GUM 12'' CHR 18'' GUM 8'' MPL 15'' HLY 11'' OAK 38'' HLY 5'' OAK 20'' MPL 18'' HLY 6'' GUM 9'' GUM 12'' HLY 8'' MPL 9'' GUM 8'' GUM 20'' GUM 9'' GUM 16'' GUM 11'' MAG 12'' MPL 12'' GUM 10'' GUM 14'' GUM 14'' MAG 11'' MAG 8'' GUM 14'' GUM 12'' GUM 12'' GUM 10'' GUM 10'' GUM 15'' GUM 14'' GUM 9'' GUM 16'' HLY 7'' OAK 8'' GUM 9'' OAK 26''HLY 4'' GUM 10'' GUM 12'' OAK 15'' CHR 24'' MPL 8'' GUM 10'' CHR 9'' GUM 14''GUM 14'' HLY 8'' HK 10'' HLY 5'' (POOR) HLY 6'' HLY 4'' HLY 4'' OAK 12'' CHR 16'' OAK 15'' OAK 18'' (POOR) OAK 9'' PN 14'' PN 14'' PN 18'' OAK 8'' OAK 8'' OAK 10'' OAK 12'' OAK 12'' OAK 16'' OAK 9'' PN 16'' GUM 10'' OAK 8'' OAK 14'' PN 13'' OAK 10'' OAK 9'' GUM 10'' DW 7'' (POOR) OAK 8'' OAK 19''OAK 11'' OAK 13'' OAK 11'' OAK 17''OAK 14'' OAK 11'' (POOR) GUM 16'' DW 6'' GUM 11'' HLY 5'' OAK 14'' GUM 15'' HLY 5'' GUM 12'' OAK 17''HW 8'' HLY 6'' HLY 5'' HLY 5'' HLY 5'' HLY 6'' HLY 5'' OAK 15'' HLY 5'' OAK 12''OAK 15'' OAK 10'' OAK 12'' PN 12'' PN 12'' OAK 12'' OAK 16''OAK 14''OAK 17'' OAK 14'' OAK 10'' OAK 10'' OAK 13'' OAK 14'' OAK 10'' OAK 12''MPL 19'' (POOR) MPL 8'' HLY 7'' PN 14'' OAK 8'' OAK 11''CHR 24'' HLY 6'' HLY 4'' HLY 7'' PN 14'' PN 12'' OAK 12'' CHR 11'' MIM 12'' (POOR) PN 21'' OAK 10'' CHR 14'' PN 22''OAK 8'' PN 14'' PN 12'' GUM 8''PN 12'' PN 13'' PN 12'' GUM 8'' PN 13'' PN 13'' PN 12'' PN 12'' PN 13'' CHR 9'' (POOR) PN 15'' PN 14'' PN 16'' PN 19'' (POOR) PN 14'' GUM 16'' GUM 14'' GUM 12'' GUM 13'' (POOR) GUM 10'' (POOR) GUM 9'' GUM 9''GUM 8'' GUM 10'' GUM 16'' GUM 11'' GUM 8'' GUM 13'' CHR 11'' PN 16'' OAK 10'' CHR 8'' GUM 15'' GUM 15'' MPL 10'' GUM 10'' OAK 12'' OAK 8'' PN 14'' PN 14'' PN 15'' PN 16'' PN 12'' PN 15'' PN 17'' PN 14''PN 14'' PN 13'' PN 12'' PN 12'' PN 12''PN 12'' PN 12'' PN 12'' PN 13'' GUM 8'' PN 15'' PN 15'' PN 12'' PN 15'' GUM 9'' GUM 8'' PN 14'' PN 18'' PN 16'' PN 12'' PN 14'' PN 18'' PN 14'' GUM 15'' GUM 10'' PN 14'' PN 14'' PN 12''HK 9'' OAK 8'' PN 22'' GUM 8'' GUM 12'' MAG 10'' GUM 19'' HLY 5'' MPL 12'' GUM 10'' HLY 4'' (POOR) GUM 10'' PN 21'' PN 17'' PN 19'' PN 14'' PN 12'' PN 12''PN 17'' PN 18'' GUM 9'' GUM 13'' PN 18'' PN 17'' PN 12'' PN 13'' PN 14''PN 14'' PN 12'' PN 15'' PN 12'' PN 12'' PN 12'' PN 14'' PN 13'' PN 14'' PN 12'' PN 12'' PN 12'' PN 13'' PN 14'' PN 12'' PN 12'' PN 12'' GUM 8'' PN 14''PN 12''GUM 12'' PN 12'' PN 14'' PN 12'' (POOR) PN 14'' GUM 9'' PN 16'' PN 12'' PN 12'' GUM 8'' PN 13'' PN 12'' PN 14'' PN 12'' PN 16'' PN 20'' PN 13'' PN 12'' PN 14'' PN 12'' PN 12'' PN 12'' PN 12'' PN 12'' PN 14'' PN 12'' PN 13'' PN 12'' PN 14'' PN 13'' PN 14'' PN 13''PN 24'' PN 12'' PN 12'' (POOR) PN 12'' PN 12'' PN 14'' PN 12'' PN 14'' PN 12'' PN 13'' GUM 8'' PN 14'' PN 14'' PN 12'' PN 12'' OAK 12'' PN 12'' LOAK 8''OAK 8'' PN 12'' OAK 8'' PN 12'' PN 12''PN 12'' PN 12'' PN 12'' PN 13''PN 14'' PN 16'' PN 13'' GUM 10'' GUM 12'' PN 14'' PN 12'' GUM 10'' PN 12'' PN 14'' GUM 10'' PN 14'' PN 14'' PN 12'' PN 12'' PN 12'' PN 13'' PN 12'' PN 12'' PN 14'' PN 12'' GUM 11'' GUM 10'' PN 12'' GUM 9''PN 12'' PN 14'' OAK 13'' OAK 9'' PN 14'' CHR 12'' CHR 8'' PN 15'' PN 12'' PN 13''PN 12'' PN 14'' PN 16'' PN 15'' PN 15'' PN 12'' PN 14''OAK 10'' PN 14'' PN 13'' PN 16'' PN 12'' PN 12'' PN 14'' PN 16'' PN 12'' PN 12'' PN 13'' PN 12'' PN 13'' PN 15'' PN 16'' PN 13'' PN 14''PN 16'' PN 16'' CHR 8'' CHR 11'' GUM 10'' (POOR) HLY 6'' OAK 12'' EXISTING POND (TYP.) SILT/TREE PROTECTION FENCING (TYP.) LIMITS OF DISTURBANCE (TYP.) 0 SCALE: 1 inch = ft. 4020 40 w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 1 . 0 1 - T R E E R E M O V A L P L A N . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 6 : 5 0 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 TREE REMOVAL PLAN C1.04 EN W S MA T C H L I N E - S E E S H E E T C 1 . 0 3 MATCHLINE - SEE INSET ON THIS SHEET MATCHLINE - SEE THIS SHEET TREE LEGEND: BIRCH (BIR) CHERRY (CHR) DOGWOOD (DW) GUM (GUM) HARDWOOD (HDW) HICKORY (HK) HOLLY (HLY) MAGNOLIA (MAG) MAPLE (MPL) MIMOSA (MIM) OAK (OAK) PINE (PN) SHRUB (SHRUB) BLACK WALNUT (BWT) LIVE OAK (LOAK) LONGLEAF PINE (PNLL) TREE REMOVAL LEGEND: BIRCH (BIR) BIRCH (BIR) 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 89 N/F VILLAGES AT PLANTATION LANDING HOA INC PID#R02900-003-567-000 ZONING: R-7 CLASS: HOA DEED BOOK 6330 PAGE 572 90 93 94 95 96 97 98 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3534 19 18 383940 41 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F PLANTATION LANDING PHASE 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE 173-174 N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 GRAYSON PARK DRIVE (50' PRIVATE R/W) WETLANDS WETLANDS WETLANDS SCM #1 EXISTING POND PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 PRIVATE D R I V E C PR I V A T E D R I V E B FUTURE ASSISTED LIVING FACILITY (BY OWNER) FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 DUPLEX BUILDING #7 DUPLEX BUILDING #9 DUPLEX BUILDING #11 DUPLEX BUILDING #8 DUPLEX BUILDING #14 DUPLEX BUILDING #10 DUPLEX BUILDING #12 DUPLEX BUILDING #18 DUPLEX BUILDING #16 DUPLEX BUILDING #17 DUPLEX BUILDING #19 DUPLEX BUILDING #20 DUPLEX BUILDING #21 DUPLEX BUILDING #25 DUPLEX BUILDING #24 DUPLEX BUILDING #23 DUPLEX BUILDING #22 FUTURE COMMERCIAL DEVELOPMENT (BY OTHERS) DUPLEX BUILDING #13 DUPLEX BUILDING #15BUILDING #2 RETAIL BUILDING FUTURE PHASE 2 BUILDING (BY OWNER) PUMP STATION VA N EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING 50' DRAINAGE EASEMENT (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) PROJECT BOUNDARY (TYP.) PROPOSED 20' PUBLIC UTILITY EASEMENT (TYP) 100' SHOD 100' SPECIAL HIGHWAY OVERLAY DISTRICT SETBACK, (TYP.) PROPOSED PARCEL LINES, (TYP) 10'x70' NCDOT SIGHT TRIANGLE, TYP. PROPOSED 30' ACCESS EASEMENT (TYP.) 16' WIDE GRASS GEOGRID EMERGENCY ACCESS STORM AND DRAINAGE EASEMENT (TYP) EXISTING LOT LINE (TYP.) 10'x70' NCDOT SIGHT TRIANGLE, TYP. PROPOSED RETAINING WALL, (TYP.) AMENITY AREA SEE AMENITY AREA SHEETS FOR DETAILS PROPOSED RETAINING WALL, (TYP.) PROPOSED RETAINING WALL, (TYP.) PROPOSED 20' PUBLIC UTILITY EASEMENT (TYP) w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 2 . 0 0 - O V E R A L L S I T E . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 7 : 1 0 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 OVERALL SITE PLAN C2.00 EN W S 0 SCALE: 1 inch = ft. 8040 80 NOTES: 1)ANY MINOR DEVIATION IN THIS PLAN SHALL REQUIRE APPROVAL OF THE ADMINISTRATOR AND ANY MAJOR DEVIATION SHALL REQUIRE APPROVAL OF THE PROPER APPROVING BODY. 2)UTILITY PROVIDERS INCLUDE: CFPUA (WATER & SEWER), DUKE ENERGY (POWER), AT&T (TELEPHONE), AND SPECTRUM (CABLE). 3)PROJECT TO MEET STORMWATER REQUIREMENTS OF NEW HANOVER COUNTY AND NCDEQ. 4)SIGNAGE WILL BE PERMITTED SEPARATELY. 5)DRIVES SHOWN ARE TO BE PRIVATE. 6)MAIL KIOSK FOR PROJECT SITE TO BE LOCATED WITHIN THE ACTIVE ADULT BUILDING. WITH 4 UNITS OVER TOP TYPICAL CROSS SECTION - PRIVATE DRIVE C LC 8" AGGREGATE BASE COURSE 3" S9.5B SURFACE COURSE 24" CONCRETE CURB & GUTTER 0.5' 21' TRAVEL LANE 2' 0.5' 2' 1/4" /FT1/4" /FT1/4" /FT 1/4" /FT SIDEWALK VARIES SIDEWALK VARIES5'5' 1/4" /FT N.T.S. 1/4" /FT TYPICAL CROSS SECTION - PRIVATE DRIVE B LC 8" AGGREGATE BASE COURSE 3" S9.5B SURFACE COURSE 24" CONCRETE CURB & GUTTER 0.5' 21' TRAVEL LANE 2' 0.5' 2' 1/4" /FT 1/4" /FT 1/4" /FT SIDEWALK VARIES SIDEWALK VARIES5'5' 1/4" /FT N.T.S. 1/4" /FT TYPICAL CROSS SECTION - PRIVATE DRIVE A LC 8" AGGREGATE BASE COURSE 3" S9.5B SURFACE COURSE 24" CONCRETE CURB & GUTTER 0.5' 22' TRAVEL LANE 2' 0.5' 2' 1/4" /FT1/4" /FT1/4" /FT 1/4" /FT SIDEWALK VARIES SIDEWALK VARIES5'5' 1/4" /FT N.T.S. 1/4" /FT SIDEWALK NOTE: WHERE SIDEWALK IS DIRECTLY OFF BACK OF CURB, SIDEWALK TO BE 6' WIDE. SIDEWALK NOTE: WHERE SIDEWALK IS DIRECTLY OFF BACK OF CURB, SIDEWALK TO BE 6' WIDE. SIDEWALK NOTE: WHERE SIDEWALK IS DIRECTLY OFF BACK OF CURB, SIDEWALK TO BE 6' WIDE. LEGEND: OPEN SPACE 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB 1/4" /FT SURFACE AREAS EXISTING IMPERVIOUS AREA 0.00 AC PROPOSED BUILDING AREA 6.75 AC PROPOSED ROAD/PARKING AREA 5.14 AC PROPOSED SIDWALK AREA 1.04 AC PROPOSED OFFSITE FUTURE IMPERVIOUS 4.91 AC TOTAL PROPOSED AREA 17.84 AC PRELIMINARY NOT APPROVED FOR CONSTRUCTION 20 21 22 23 24 25 26 27 MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) GRAYSON PARK DRIVE (50' PRIVATE R/W) WETLANDS WETLANDS PRIVATE DRIVE A PRIVATE DRIVE A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 FUTURE ASSISTED LIVING FACILITY (BY OWNER) FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 FUTURE COMMERCIAL DEVELOPMENT (BY OTHERS) BUILDING #2 RETAIL BUILDING FUTURE PHASE 2 BUILDING (BY OWNER) VA N PROJECT BOUNDARY (TYP.) EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING POND (TYP.) 9'' (TYP.) R25' R5'R5'R5'R5' R5' (TYP.) R25'R25' 26' 13' 13' 26' 26' 26' 26' 62' (TYP.) 25'25' 36' 18.5' (TYP.) 25.5' (TYP.) R25'R25' 25' (TYP.) 18.5' (TYP.) 62' (TYP.) 45' BUILDING SETBACK (TYP.) 35' BUILDING SETBACK (TYP.) 22.5' BUFFER (TYP.) 20' BUFFER (TYP.) 20' BUFFER (TYP.) 20' BUFFER 15' PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) 100' SHOD SETBACK R5' R21' R5' R5' R25' R5' R5' R202' R176' R5' R5' R5' R21' R5' 26'R15' R5' R25' R25' R5' R5' R5'R5' 10'x70' NCDOT SIGHT TRIANGLE, TYP. 16' R38.5' 18.5'25'36'25'18.5' 9.0' (TYP). R50' R50' R2.5' R2.5' R5' (TYP.) R5' (TYP.) R14.5'R14.5' R14.5' R3' R3' R5' (TYP.) R5' R3' R5' R5' R3' R3' R5' R5' R20' R5'R5' R24.5' R63' R87.2' R62' R50'R50' R25'R25' 26' R25' R25'PROPOSED RETAINING WALL (TYP.) 10'x70' NCDOT SIGHT TRIANGLE, TYP. 9' (TYP). AMENITY AREA SEE AMENITY AREA SHEETS FOR DETAILS PROPOSED 20' PUBLIC UTILITY EASEMENT, TYP. 18.5' (TYP.) 25' (TYP.) 36' (TYP.) 25' (TYP.) 18.5' (TYP.) 9' (TYP.)9' (TYP.) 62' 18.5' (TYP.)9' (TYP.) 9' 9' 9' 9' 9'18.5' 5' SIDEWALK (TYP.) 9' 9' 9' 18.5' 9' 9' 9' 18.5' 9'9' 9' 18.5' 9' 9' 9' 18.5' STANDARD CURB AND GUTTER (TYP.) PROPOSED CROSSWALK R25' R25' R113' R87' 16' WIDE GRASS GEOGRID EMERGENCY ACCESS 16' WIDE GRASS GEOGRID EMERGENCY ACCESS PROPOSED 20' PUBLIC UTILITY EASEMENT 11.5' ROLL-TYPE SPILL CURB 18.5' (TYP.) 18.5' (TYP.) 25' (TYP.) R35' R35' R35' R35' 279' w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 2 . X X - S I T E . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 7 : 2 5 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 SITE PLAN C2.01 EN W S 0 SCALE: 1 inch = ft. 5025 50 MA T C H L I N E - S E E S H E E T C 2 . 0 2 APPROXIMATE HOME FOOTPRINT (TYP.) 5' CONCRETE SIDEWALK (TYP.) PROPOSED BACK OF CURB (TYP.) PROPOSED EDGE OF PAVEMENT (TYP.) PROPOSED 24" CURB AND GUTTER (TYP.) NOTES: 1)ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 2)THE SUBJECT PARCEL FOR THIS PROJECT WILL REMAIN AS ONE PARCEL. 3)THE PROPOSED MAIL KIOSK IS TO BE LOCATED WITHIN THE ACTIVE ADULT BUILDING. WITH 4 UNITS OVER TOP PROPOSED DUMPSTER ENCLOSURE PROPOSED TRASH COMPACTOR ENCLOSURE PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) 16' PROPOSED EDGE OF PAVEMENT (TYP.) 5' SIDEWALK WHERE IT CONNECTS DIRECTLY TO CURB (TYP.) SPILL CURB STANDARD ACCESSIBLE PARKING SIGN SPILL CURB LEGEND: SPILL CURB (TYP.) 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB STANDARD ACCESSIBLE PARKING SIGN STANDARD ACCESSIBLE PARKING SIGN VAN ACCESSIBLE PARKING SIGN STANDARD ACCESSIBLE PARKING SIGN STANDARD ACCESSIBLE PARKING SIGN ROLL-TYPE SPILL CURB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 89 90 93 94 95 96 97 98 99 28 29 30 31 32 33 3534 19 18 383940 41 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F PLANTATION LANDING PHASE 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE 173-174 N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 WETLANDS SCM #1 EXISTING POND PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A PRIVATE D R I V E C PR I V A T E D R I V E B DUPLEX BUILDING #7 DUPLEX BUILDING #9 DUPLEX BUILDING #11 DUPLEX BUILDING #8 DUPLEX BUILDING #14 DUPLEX BUILDING #10 DUPLEX BUILDING #12 DUPLEX BUILDING #18 DUPLEX BUILDING #16 DUPLEX BUILDING #17 DUPLEX BUILDING #19 DUPLEX BUILDING #20 DUPLEX BUILDING #21 DUPLEX BUILDING #25 DUPLEX BUILDING #24 DUPLEX BUILDING #23 DUPLEX BUILDING #22 DUPLEX BUILDING #13 DUPLEX BUILDING #15 PUMP STATION EXISTING 50' DRAINAGE EASEMENT (TYP.) PROJECT BOUNDARY (TYP.) EXISTING POND (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) R25' R15' R5' 25' 25' 25' 46.8' 25' 35' BUILDING SETBACK (TYP.) 20' BUFFER (TYP.) 20' BUFFER (TYP.) 35' BUILDING SETBACK (TYP.) 50' BUFFER (TYP.) 20' BUFFER (TYP.) 45' BUILDING SETBACK (TYP.) PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) 25' 15' R25' R25' R25' R62.5' R25' R287' R313'26' 25' 29' R37.5' R62' R613.5' R587.5' R37.5' R25'R25' PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) PROPOSED 20' PUBLIC UTILITY EASEMENT EDGE OF PAVEMENT (TYP. ) PROPOSED 30' WIDE PUBLIC UTILITY EASEMENT R42' R28' 16' PUMP STATION PAD TO BE DEEDED TO CFPUA PROPOSED SCM MAINTENANCE EASEMENT w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 2 . X X - S I T E . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 7 : 2 7 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 SITE PLAN C2.02 EN W S 0 SCALE: 1 inch = ft. 5025 50 MA T C H L I N E - S E E S H E E T C 2 . 0 1 APPROXIMATE HOME FOOTPRINT (TYP.) 5' CONCRETE SIDEWALK (TYP.) PROPOSED BACK OF CURB (TYP.) PROPOSED EDGE OF PAVEMENT (TYP.) PROPOSED 24" CURB AND GUTTER (TYP.) 20' PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) PROPOSED RETAINING WALL WITH SAFETY RAIL (TYP.) 15' 22.4' 20' 20' 20' 25.9' 15' 6' SIDEWALK WHERE IT CONNECTS DIRECTLY TO CURB (TYP.) SPILL CURB SPILL CURB LEGEND: NOTES: 1)ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 2)THE SUBJECT PARCEL FOR THIS PROJECT WILL REMAIN AS ONE PARCEL. 3)THE PROPOSED MAIL KIOSK IS TO BE LOCATED WITHIN THE ACTIVE ADULT BUILDING. 4)CONSTRUCTION OF THE CONVEYANCE SYSTEM WITH THE PROPOSED PUBLIC DRAINAGE EASEMENT MUST BE OBSERVED DURING CONSTRUCTION BY STORMWATER SERVICES (910-798-7077) AND A TURNOVER MEETING SCHEDULED ONCE THE SYSTEM IS READY TO BE CONVEYED TO THE COUNTY. PUBLIC DRAINAGE EASEMENT (SEE NOTE 4 THIS SHEET) 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PROPOSED 20' PUBLIC UTILITY EASEMENT PRELIMINARY NOT APPROVED FOR CONSTRUCTION FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FH GV CHH CHH WV 18" CMP INV: 44.26' TEL C CBX C CBX FH GSM WM WM WV WVWV C C FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FOM (2) FOM (2) WATER PIPE T T T T T T T T T T T T T T T T T 20 21 22 23 24 25 26 27 MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) GRAYSON PARK DRIVE (50' PRIVATE R/W) W PRIVATE DRIVE A PRIVATE DRIVE A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 FUTURE ASSISTED LIVING FACILITY (BY OWNER) FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 FUTURE COMMERCIAL DEVELOPMENT (BY OTHERS) BUILDING #2 RETAIL BUILDING FUTURE PHASE 2 BUILDING (BY OWNER) VA N 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 1 2 ' ' W 1 2 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W 6'' W 6'' W 6' ' W 18" CMP INV: 44.56' 8" C900 P V C @ 0 . 5 0 % 100' SHOD 12" C-900 PVC WATERLINE FIRE HYDRANT ASSEMBLY (TYP.) 22.5° BEND 10' MIN. SEPARATION (TYP.) FDC 6" C-900 PVC WATERLINE 6" MASTER METER & 6" RPZ 12" GATE VALVE & 8" RPDA 2" BLOWOFF ASSEMBLY 2" BLOWOFF ASSEMBLY 6" WATER SERVICE & 4" METER 8"x8" TEE 8" GATE VALVE PROPOSED 30' ACCESS EASEMENT (TYP.) 16' WIDE GRASS GEOGRID EMERGENCY ACCESS FDC 2" WATER SERVICE & 1.5" METER (TYP). 2" TAPPING SADDLE 2" GATE VALVE 8"X8" TEE 8" GATE VALVE 8" GATE VALVE 1-1/4" WATER SERVICE & 1" METER (TYP). 4" SEWER SERVICE & CLEANOUT 2" SDR-21 WATERLINE 2" SDR-21 WATERLINE 4" SEWER SERVICE & CLEANOUT 6" WATER SERVICE & 4" METER PROPOSED 20' PUBLIC UTILITY EASEMENTSS SS SS SS SS SS SS SS SS SS S S S S SS SSSSSSSS SS SS SS SS SS SSSS 8" C 9 0 0 P V C @ 0 . 6 5 % 8 " C 9 0 0 P V C @ 1 . 0 0 % 8" C900 PVC@ 0.50% 8 " C 9 0 0 P V C @ 0 . 5 0 % 8" C900 PVC@ 0.50% 22.5° BEND 22.5° BEND 22.5° BEND PROPOSED 20' PUBLIC UTILITY EASEMENT PROPOSED 6" C900 PVC FORCEMAIN 45° BENDS 6" GATE VALVE 12"x6" TEE 6" GATE VALVE 12"x6" TEE 6" GATE VALVE 6" WATER SERVICE & 4" METER 6" PVC FIRE LINE. STUB WITH 6"X2" REDUCER & BLOWOFF 6"x6" TEE 6" GATE VALVE 6" GATE VALVE 6"- 45° BEND 6"- 45° BEND YI-123 CB-121 CB-118 CB-120 CB-119 CB-117 CB-125 CB-116 CB-115 CB-126 CB-127 YI-140 CB-111CB-112 CB-151 YI-138 CB-110 CB-109 YI-139 CB-133 CB-135 CB-130 CB-131 YI-141 YI-142 CB-146 CB-108 JB-114 JB-302 JB-301 JB-136 JB-137 AI 122A CB 122 JB 195 CB-132 CB-134 FES D3 FES D1 FES D2 FES D4 HW-300 HW-303 MH-34 RIM: 45.64' INV. OUT: 39.41' (MH-33) MH-33 RIM: 45.84' INV. IN: 35.85' (MH-34) INV. OUT: 35.75' (MH-32) MH-32 RIM: 41.12' INV. IN: 33.20' (MH-33) INV. OUT: 33.10' (MH-31) MH-31 RIM: 42.18' INV. IN: 32.24' (MH-32) INV. OUT: 32.04' (MH-30) MH-30 RIM: 38.05' INV. IN: 28.80' (MH-31) INV. OUT: 28.60' (MH-29) MH-24 RIM: 37.71' INV. IN: 26.70' (MH-25) INV. OUT: 26.60' (MH-19) MH-26 RIM: 37.91' INV. IN: 28.43' (MH-28) INV. IN: 28.43' (MH-27) INV. OUT: 28.23' (MH-25) MH-28 RIM: 38.79' INV. OUT: 29.15' (MH-26) MH-27 RIM: 38.77' INV. OUT: 29.13' (MH-26) MH-19 RIM: 36.50' INV. IN: 26.14' (MH-24) INV. IN: 26.24' (MH-20) INV. OUT: 26.04' (MH-18) MH-20 RIM: 36.47' INV. IN: 26.72' (MH-21) INV. OUT: 26.52' (MH-19) MH-21 RIM: 36.92' INV. IN: 28.80' (MH-22) INV. OUT: 28.70' (MH-20) MH-22 RIM: 36.76' INV. IN: 29.18' (MH-23) INV. OUT: 28.98' (MH-21) MH-23 RIM: 37.16' INV. OUT: 30.01' (MH-22) 8" C 9 0 0 P V C @ 2 . 7 7 % 8" C900 PVC@ 0.73%8" C900 PVC@ 0.73% 161.86 LF 8" C900 PVC @ 2.00% 46.73 LF 8" C900 PVC @ 0.50% 8" C900 PVC@ 0.50% S S SS MH-25 RIM: 37.99' INV. IN: 27.34' (MH-29) INV. IN: 27.91' (MH-26) INV. OUT: 27.24' (MH-24) FIRE HYDRANT ASSEMBLY (TYP.) 6"- 45° BEND 6"- C900 FORCEMAIN RPDA AND RPZ TO BE IN ABOVE GRADE HOT BOX 6" GATE VALVE 2" TAPPING SADDLE 2" GATE VALVE FIRE HYDRANT ASSEMBLY 12"x8" TEE 12"x8" REDUCER (2) 8" GATE VALVE 72.01 LF 8" C900 PVC @ 1.00% 69.67 LF 8" C900 PVC @ 1.00% 32.31 LF 8" C900 PVC @ 1.00% MH-29 RIM: 38.10' INV. IN: 28.37' (MH-30) INV. OUT: 28.27' (MH-25) 6"X2" REDUCER 2" BLOWOFF ASSEMBLY JB 125A JB 116A PUBLIC WATERLINES END AT PROPERTY BOUNDARY. WATERLINES PRIVATE ONCE INSIDE PROPERTY BOUNDARY PRIVATE GRAVITY SEWER w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 3 . X X - U T I L I T Y . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 7 : 5 2 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 UTILITY PLAN C3.01 EN W S 0 SCALE: 1 inch = ft. 5025 50 EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING POND (TYP.) EXISTING STORM DRAINAGE (TYP) EXISTING UNDERGROUND GAS LINE (TYP) EXISTING WATERLINE (TYP) EXISTING FIRE HYDRANT (TYP) EXISTING TELEPHONE LINE (TYP) EXISTING CABLE TV LINE (TYP) EXISTING WATERLINE (TYP) MA T C H L I N E - S E E S H E E T C 3 . 0 2 WW W EXISTING WATERLINE PROPOSED WATERLINE DESCRIPTION EXISTING SANITARY SEWER PROPOSED SANITARY SEWER W SS SS PROPOSED FORCE MAIN FM EXISTING FORCE MAIN FM LEGEND PROPOSED FIRE HYDRANT PROPOSED MANHOLE PROPOSED VALVE PROPOSED BLOW OFF ASSEMBLY WITH 4 UNITS OVER TOP CONNECT TO EX. WATERLINE VIA 16"x6" TAPPING SLEEVE AND VALVE CONNECT TO EX. WATERLINE VIA 16"x12" TAPPING SLEEVE AND VALVE EXISTING UNDERGROUND UTILITY LINES TO BE RELOCATED OR REMOVED (BY OTHERS) 45° BEND FIRE HYDRANT ASSEMBLY (TYP.) EXISTING 16" WATER (TYP) EXISTING POST 45° BEND 45° BEND 6"- 11.25° BEND 6"GATE VALVE MATCHLINE - SEE SHEET C7.07 PROJECT BOUNDARY (TYP.) 6"SEWER SERVICE & CLEANOUT 4"SEWER SERVICE & CLEANOUT 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB NOTES: 1.GENERAL CONTRACTOR TO PROVIDE CIRCUITS, CONDUITS CONDUCTORS. 2.CONTRACTOR TO COORDINATE WITH CFPUA ON TAPPING WATERLINES. 3.MANHOLES MH-4, MH-30, AND MH-31 TO BE WATERTIGHT. 1-1/4" DUPLEX BUILDING WATER SERVICE & 1" METER 4" SANITARY SEWER SERVICE 6"-45° BEND MANHOLES WITHIN 50 FEET OF WETLANDS NOTE: MANHOLES MH-4, MH-30, & MH-31 SHALL COMPLY WITH "ALTERNATIVE DESIGN CRITERIA FOR MINIMUM SEPARATION FOR SEWER SYSTEMS TO WETLANDS - 15A NCAC 2T .0305 (f) DRAFT VERSION DATED AUGUST 2008. PRELIMINARY NOT APPROVED FOR CONSTRUCTION FM FM FM FM FM FM F M F M F M FM FM F M FM FM F M 89 18" RCP INV: 15.95' 18" RCP INV: 15.79' 18" RCP INV: 18.94' 18" CMP INV: 19.27' 18" RCP INV: 19.01' 18" CMP INV: 18.54' 90 93 94 95 96 97 98 99 28 29 30 31 32 33 3534 19 18 383940 41 42 43 44 45 46 47R GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F PLANTATION LANDING PHASE 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE 173-174 N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 SCM #1 EXISTING POND PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A PRIVATE D R I V E C PR I V A T E D R I V E B DUPLEX BUILDING #7 DUPLEX BUILDING #9 DUPLEX BUILDING #11 DUPLEX BUILDING #8 DUPLEX BUILDING #14 DUPLEX BUILDING #10 DUPLEX BUILDING #12 DUPLEX BUILDING #18 DUPLEX BUILDING #16 DUPLEX BUILDING #17 DUPLEX BUILDING #19 DUPLEX BUILDING #20 DUPLEX BUILDING #21 DUPLEX BUILDING #25 DUPLEX BUILDING #24 DUPLEX BUILDING #23 DUPLEX BUILDING #22 DUPLEX BUILDING #13 DUPLEX BUILDING #15 PUMP STATION 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 8 ' ' W 8 ' ' W S SS SS SS SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W PROJECT BOUNDARY (TYP.) EXISTING POND (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) EXISTING STORM DRAINAGE (TYP) 8"x8" PVC TEE 6"x6" PVC TEE (2)6" GATE VALVES (2)8" GATE VALVE FIRE HYDRANT ASSEMBLY (TYP.) 10' MIN. SEPARATION (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) 8" PVC WATERLINE 8" C900 PVC WATERLINE 6" C900 PVC WATERLINE 6"X2" REDUCER 2" GATE VALVE 2" BLOWOFF 2" BLOWOFF ASSEMBLY RETAINING WALL (TYP.) STORM AND DRAINAGE EASEMENT STORM AND DRAINAGE EASEMENT 6"x6" PVC TEE (3) 6" GATE VALVES 8"x8" TEE 6"x6" TEE (2) 6" GATE VALVES (2) 8" GATE VALVE 6" PVC WATERLINE 1-1/4" PVC WATER SERVICE LINE (TYP). 1-1/4`" WATER SERVICE & 1" METER (TYP). 4" SEWER SERVICE & CLEANOUT (TYP.) FIRE HYDRANT ASSEMBLY (TYP). SS S S SS SS S S SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS 8 " C 9 0 0 P V C @ 1 . 0 0 % 8 " C 9 0 0 P V C @ 0 . 5 0 % 22.5° BEND 22.5° BEND 22.5° BEND 22.5° BEND 22.5° BEND 22.5° BEND CB-149 CB-150 CB-148 CB-147 CB-107 YI-185 YI-190 YI-159 YI-161 YI-167 YI-160 YI-158 CB-184 CB-189 CB-157 CB-156 CB-155 CB-187 YI-188 YI-162 CB-153 CB-106 CB-186 CB-105 CB-166 YI-163 YI-170 YI-169 YI-164 YI-194 YI-154 CB-168 YI-193 CB-161 CB-104 CB-181 CB-191 CB-192 CB-180 CB-179 YI-178 CB-103 CB-102 YI-175 CB-174 CB-177 YI-176 JB 201 CB-165 CB-152 JB-150A HW 202 FES 200 HW-100 MH-15 RIM: 34.08' INV. IN: 24.42' (MH-16) INV. OUT: 24.32' (MH-14) MH-14 RIM: 32.58' INV. IN: 23.54' (MH-15) INV. OUT: 23.44' (MH-13) MH-12 RIM: 32.51' INV. IN: 22.86' (MH-13) INV. OUT: 22.76' (MH-11) MH-11 RIM: 33.05' INV. IN: 22.31' (MH-12) INV. OUT: 22.21' (MH-10) MH-09 RIM: 33.86' INV. IN: 21.44' (MH-10) INV. OUT: 21.34' (MH-07) MH-06 RIM: 34.24' INV. OUT: 22.53' (MH-05) MH-04 RIM: 34.87' INV. IN: 19.17' (MH-05) INV. OUT: 19.07' (MH-03) MH-17 RIM: 35.37' INV. OUT: 28.65' (MH-16) MH-08 RIM: 35.36' INV. OUT: 23.17' (MH-07) MH-05 RIM: 34.35' INV. IN: 19.94' (MH-07) INV. IN: 20.82' (MH-06) INV. OUT: 19.84' (MH-04) MH-07 RIM: 33.86' INV. IN: 20.81' (MH-09) INV. IN: 21.52' (MH-08) INV. OUT: 20.71' (MH-05) MH-13 RIM: 32.24' INV. IN: 23.28' (MH-14) INV. OUT: 23.18' (MH-12) MH-10 RIM: 33.40' INV. IN: 21.92' (MH-11) INV. OUT: 21.82' (MH-09) MH-16 RIM: 34.61' INV. IN: 25.28' (MH-18) INV. IN: 25.77' (MH-17) INV. OUT: 25.18' (MH-15) MH-18 RIM: 34.66' INV. IN: 25.66' (MH-19) INV. OUT: 25.56' (MH-16) CB-101 8" C900 PVC@ 0 . 8 0 % 8" C 9 0 0 P V C @ 0 . 5 0 % 31.81 LF 8" C900 PVC @ 0.50% 8 " C 9 0 0 P V C @ 0 . 5 0 % 155.31 LF 8" C900 PVC @ 0.50% 8" C900 P V C @ 0 . 5 0 % 8" C900 P V C @ 1 . 6 3 % 156.41 LF 8" C900 PVC @ 1.05% 8" C900 PVC@ 0.50 % 8" C 9 0 0 P V C @ 0 . 5 0 % 8 " C 9 0 0 P V C @ 0 . 5 0 % 8 " C 9 0 0 P V C @ 0 . 5 0 % 8" C900 PVC@ 0.50 % 8" C 9 0 0 P V C @ 1 . 0 0 % CB-183 JB 182 SS SS 20' PUBLIC UTILITY EASEMENT SEE PUMP STATION PLANS FOR CONTINUATION MH-03 RIM: 33.58' INV. IN: 18.53' (MH-04) INV. OUT: 18.43' (MH-02) MH-02 RIM: 29.31' INV. IN: 18.01' (MH-03) INV. OUT: 17.91' (MH-01 (POLYCRETE MANHOLE)) MH-01 (POLYCRETE MANHOLE) RIM: 28.13' INV. IN: 17.73' (MH-02) INV. IN: 9.35' (EX-SSMH) INV. OUT: 9.15' (WET WELL) 8" C900 PVC@ 0.50% 8" C 9 0 0 P V C @ 0 . 5 0 % SS SS SS 8" C90 0 P V C @ 0 . 5 5 % EX-SSMH RIM: 21.16' INV. IN: 10.53' (S) INV. IN: 12.11' (N) INV. IN: 10.64' (E) INV. OUT: 10.53' (MH-01 (POLYCRETE MANHOLE)) 53.76 LF 8" C900 PVC @ 1.21% WET WELL RIM: 28.50' INV. IN: 8.50' (MH-01 (POLYCRETE MANHOLE)) 35.04 LF 8" C900 PVC @ 0.50% 6"- 45° BEND 6"- 45° BEND 6"- 45° BEND 6"- 45° BEND 6"- 45° BEND 6"- 22.5° BEND 6"- 22.5° BEND 6"X2" REDUCER JB - 202 8" x6" REDUCER FIRE HYDRANT ASSEMBLY PROPOSED 20' PUBLIC UTILITY EASEMENT PRIVATE GRAVITY SEWER PUBLIC GRAVITY SEWER PUBLIC GRAVITY SEWER PROPOSED 30' PUBLIC UTILITY EASEMENT PUBLIC GRAVITY SEWER ENDS AT MH-01 PRIVATE GRAVITY SEWER w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 3 . X X - U T I L I T Y . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 7 : 5 6 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 UTILITY PLAN C3.02 EN W S 0 SCALE: 1 inch = ft. 5025 50 MA T C H L I N E - S E E S H E E T C 3 . 0 1 WW W EXISTING WATERLINE PROPOSED WATERLINE DESCRIPTION EXISTING SANITARY SEWER PROPOSED SANITARY SEWER W SS SS PROPOSED FORCE MAIN FM EXISTING FORCE MAIN FM LEGEND PROPOSED FIRE HYDRANT PROPOSED MANHOLE PROPOSED VALVE PROPOSED BLOW OFF ASSEMBLY 4" SANITARY SEWER SERVICE 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB 1-1/4" DUPLEX BUILDING WATER SERVICE & 1" METER NOTES: 1.GENERAL CONTRACTOR TO PROVIDE CIRCUITS, CONDUITS CONDUCTORS. 2.CONTRACTOR TO COORDINATE WITH CFPUA ON TAPPING WATERLINES. 3.MANHOLES MH-4, MH-30, AND MH-31 TO BE WATERTIGHT. MANHOLES WITHIN 50 FEET OF WETLANDS NOTE: MANHOLES MH-4, MH-30, & MH-31 SHALL COMPLY WITH "ALTERNATIVE DESIGN CRITERIA FOR MINIMUM SEPARATION FOR SEWER SYSTEMS TO WETLANDS - 15A NCAC 2T .0305 (f) DRAFT VERSION DATED AUGUST 2008. PRELIMINARY NOT APPROVED FOR CONSTRUCTION SS SS SS SS SS SS SS SS SS SS S S S S SS SSSSSSSS SS SS SS SS SS SS SSSS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FH CHH WV 18" CMP INV: 44.26' TEL C C FH WM WM WV WVWV C C FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G U U U U U U U U U U U U U U U U W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO WATER PIPE T T T T T T T T T T T T T T T T T 20 21 22 23 24 25 26 27 WETLANDS WETLANDS W PRIVATE DRIVE A PRIVATE DRIVE A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 FUTURE ASSISTED LIVING FACILITY (BY OWNER) FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 FUTURE COMMERCIAL DEVELOPMENT (BY OTHERS) BUILDING #2 RETAIL BUILDING FUTURE PHASE 2 BUILDING (BY OWNER) > > VA N 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 1 2 ' ' W 1 2 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W 6'' W 6'' W 6' ' W 18" CMP INV: 44.56' > > > > > > > > > > > > > > > > > > 50 464748 4 9 51 45 41 4 1424344 40 3838 39 41 4 2 36 37 38 38 3838 38 38 383 8 38 38 39 38 38 3 8 3 8 46 47 4 6 49 4748 4 6 47 48 39 39 40 40 38 38 39 39 37 3 7 37 50 50 5 5 51 5 1 5 2 5 3 54 50 50 5 0 50 55 4949 51 52 53 5 4 56 50 50 51 51 52 5 2 4 8 4 9 40 45 50 37 37 38 39 39 3 9 3 9 39 41424344444446 4 74849 4 94 951 37 38 38 38 38 39 39 3 9 40 39 40 39 39 41 45 41 4 242 42 43 44 4 6 47 48 49 3 8 38 39 3 9 39 39 39 38 38 39 39 39 39 39 39 39 39 3 9 39 3 9 39 3 9 39 39 38 38 38 38 37 38 38 39 3 7 38 37 3 7 38 2 5 2 3 2 4 40 45 41 42 43 44 3 7 3 7 3737 18.03 LF 15" RCP @ 4.00% 138.40 LF 24" RCP @ 0.85%158.65 LF 24" RCP @ 1.00%178.11 LF 36" RCP @ 1.04% 72.10 LF 36" RCP @ 1.15% 166.55 LF 48" RCP @ 0.92% 122.43 L F 4 8 " R C P @ 0 . 5 0 % 26.00 LF 30" RCP @ 1.00% 15 0 . 0 0 L F 2 4 " R C P @ 0 . 8 8 % 74 . 0 6 L F 2 4 " R C P @ 0 . 8 8 % 7 4 . 0 1 L F 1 8 " R C P @ 0 . 8 8 % 101.7 7 L F 2 4 " R C P @ 0 . 5 0 % 83 . 2 3 L F 2 4 " R C P @ 0 . 5 0 % 80.14 LF 30" RCP @ 0.74% 13 0 . 9 0 L F 2 4 " R C P @ 0 . 5 0 % 11 9 . 8 4 L F 2 4 " R C P @ 0 . 5 0 % 118.13 LF 24" RCP @ 0.74% 36.08 LF 24" RCP @ 1.45% 36.08 LF 15" RCP @ 7.05% 87.78 LF 15" RCP @ 1.00% 17.52 LF 30" RCP @ 0.97% 10 2 . 4 1 L F 2 4 " R C P @ 3 . 0 0 % 94.93 LF 15" RCP @ 1.00%100.67 LF 15" RCP @ 1.00% 29.80 LF 30" RCP @ 0.87% 26.11 LF 15" RCP @ 0.85% 36.10 LF 36" RCP @ 0.55% 29.03 LF 48" RCP @ 0.60% 26.02 LF 48" RCP @ 0.60% 92 . 7 5 L F 1 8 " R C P @ 1 . 0 1 % 36.08 LF 18" RCP @ 0.50% 77.90 LF 18" RCP @ 1.00% 1 3 1 . 3 6 L F 3 6 " R C P @ 1 . 6 5 % 42.92 LF 24" RCP @ 0.49% 8 3 . 0 5 L F 2 4 " R C P @ 3 . 0 0 % 383.98 LF 24" RCP @ 1.00% 65.60 LF 15" RCP @ 2.00% PROPOSED 30' ACCESS EASEMENT (TYP.) PUBLIC DRAINAGE EASEMENT PUBLIC DRAINAGE EASEMENT 100' SHOD 29.53 LF 36" RCP @ 5.08% 71 . 1 4 L F 1 8 " R C P @ 1 . 4 9 % 93.98 LF 18" RCP @ 0.53% 3 8 40 7 9 . 0 0 L F 2 4 " R C P @ 0 . 5 1 % 73 . 1 1 L F 1 5 " R C P @ 0 . 8 7 % 67.64 LF 15" RCP CLASS IV @ -0.15% 67.64 LF 15" RCP CLASS IV @ -0.15% 74.22 LF 15" RCP @ 3.24% 53.89 LF 18" RCP @ 0.52% S S SS YI-123 RIM: 44.60' INV. OUT: 40.95' (CB-120) CB-121 RIM: 45.93' INV. IN: 41.01' (CB 122) INV. OUT: 41.01' (CB-120) CB-118 RIM: 46.87' INV. IN: 39.12' (CB-119) INV. OUT: 39.12' (CB-117) CB-120 RIM: 45.19' INV. IN: 40.23' (CB-121) INV. IN: 40.23' (YI-123) INV. OUT: 40.23' (CB-119) CB-119 RIM: 46.72' INV. IN: 39.30' (CB-120) INV. OUT: 39.30' (CB-118) CB-117 RIM: 44.93' INV. IN: 37.94' (CB-118) INV. IN: 37.94' (CB-126) INV. OUT: 37.94' (CB-116) CB-125 RIM: 41.39' INV. IN: 36.88' (JB 125A) INV. OUT: 36.88' (CB-116) CB-116 RIM: 41.35' INV. IN: 36.36' (CB-117) INV. IN: 36.36' (CB-125) INV. IN: 35.97' (JB 116A) INV. OUT: 36.36' (CB-115) CB-115 RIM: 42.74' INV. IN: 34.50' (CB-116) INV. OUT: 34.50' (JB-114) CB-126 RIM: 44.98' INV. OUT: 40.48' (CB-117) CB-127 RIM: 38.32' INV. OUT: 33.00' (CB-112) YI-140 RIM: 39.40' INV. IN: 35.63' (YI-141) INV. OUT: 35.63' (YI-139) CB-111 RIM: 38.09' INV. IN: 30.78' (JB-111A) INV. OUT: 30.78' (CB-110) CB-112 RIM: 38.42' INV. IN: 31.50' (CB-127) INV. IN: 31.50' (JB-114) INV. OUT: 31.50' (JB-111A) CB-151 RIM: 36.07' INV. OUT: 32.07' (JB-150A) YI-138 RIM: 38.67' INV. IN: 31.61' (YI-139) INV. OUT: 31.61' (CB-109) CB-110 RIM: 38.00' INV. IN: 30.62' (CB-111) INV. OUT: 30.62' (CB-109) YI-139 RIM: 39.23' INV. IN: 34.68' (YI-140) INV. IN: 34.68' (YI-142) INV. OUT: 34.68' (YI-138) CB-133 RIM: 37.42' INV. OUT: 34.03' (CB-132) CB-135 RIM: 37.83' INV. OUT: 34.08' (CB-134) CB-130 RIM: 37.32' INV. IN: 31.89' (CB-131) INV. OUT: 31.89' (JB-111A) CB-131 RIM: 37.14' INV. IN: 32.55' (CB-132) INV. OUT: 32.55' (CB-130) YI-141 RIM: 39.80' INV. OUT: 36.51' (YI-140) YI-142 RIM: 38.81' INV. OUT: 35.69' (YI-139) CB-146 RIM: 37.94' INV. OUT: 33.43' (CB-108) CB-149 RIM: 36.26' INV. IN: 30.14' (CB-150) INV. OUT: 30.14' (CB-148) CB-150 RIM: 36.62' INV. IN: 30.79' (JB-150A) INV. OUT: 30.79' (CB-149) CB-108 RIM: 38.31' INV. IN: 28.91' (CB-109) INV. IN: 33.20' (CB-146) INV. OUT: 28.91' (CB-107) CB-148 RIM: 36.42' INV. IN: 28.82' (CB-149) INV. OUT: 28.82' (CB-147) INV. IN: 28.56' (CB-148) INV. OUT: 28.56' (CB-107) CB-107 RIM: 35.60' INV. IN: 28.30' (CB-108) INV. IN: 28.30' (CB-147) INV. OUT: 28.30' (CB-106) INV. OUT: 31.51' (CB-157) INV. OUT: 30.64' (CB-156) JB-114 RIM: 42.10' INV. IN: 33.67' (CB-115) INV. OUT: 33.67' (CB-112) JB-302 RIM: 40.70' INV. IN: 36.46' (HW-303) INV. OUT: 36.46' (JB-301) HW-303 INV.: 38.95 JB-301 RIM: 37.76' INV. IN: 32.61' (JB-302) INV. OUT: 32.61' (HW-300) HW-300 RIM: 35.15' INV. IN: 32.40' (JB-301) JB-136 RIM: 37.91' INV. IN: 32.50' (JB-137) INV. OUT: 32.50' (CB-109) JB-137 RIM: 38.68' INV. OUT: 33.00' (JB-136) JB-150A RIM: 36.84' INV. IN: 31.44' (CB-151) INV. OUT: 31.44' (CB-150) CB-132 RIM: 37.24' INV. IN: 33.15' (CB-133) INV. IN: 33.15' (CB-134) INV. OUT: 33.15' (CB-131) CB-134 RIM: 37.41' INV. IN: 33.66' (JB 195) INV. IN: 33.66' (CB-135) INV. OUT: 33.66' (CB-132)JB 195 RIM: 38.05' INV. OUT: 34.06' (CB-134) FES D3 INV.: 38.44 FES D4 INV.: 38.44 FES D1 INV.: 38.54 FES D2 INV.: 38.54 CB 122 RIM: 46.57' INV. IN: 42.32' (AI 122A) INV. OUT: 42.32' (CB-121) AI 122A RIM: 46.42' INV. OUT: 44.72' (CB 122) CB-109 RIM: 38.05' INV. IN: 30.45' (CB-110) INV. IN: 31.44' (YI-138) INV. IN: 31.44' (JB-136) INV. OUT: 30.45' (CB-108) JB 125A RIM: 43.22' INV. OUT: 37.15' (CB-125) JB 116A RIM: 43.12' INV. OUT: 36.27' (CB-116) 86.79 LF 18" RCP @ 0.53% PROPOSED 20' PUBLIC UTILITY EASEMENT PROPOSED 20' PUBLIC UTILITY EASEMENT w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 4 . X X - S T O R M D R A I N A G E . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 8 : 2 4 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 STORM DRAINAGE PLAN C4.01 EN W S 0 SCALE: 1 inch = ft. 5025 50 EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) PROJECT BOUNDARY (TYP.) EXISTING 30' ACCESS EASEMENT (TYP.) EXISTING POND (TYP.) MA T C H L I N E - S E E S H E E T C 4 . 0 2 APPROXIMATE BUILDING FOOTPRINT (TYP.) 304-LF RETAINING WALL WITH 4 UNITS OVER TOP NOTE: 1.RIM ELEVATION GIVEN FOR CATCH BASIN (CB) IS TOP OF CURB, YARD INLET (Y) IS OPENING INVERT FOR SLAB TOP, DROP INLET (DI) IS TOP OF GRATE AND JUNCTION BOX (JB) IS TOP OF RIM 2.CONSTRUCTION OF THE CONVEYANCE SYSTEM WITH THE PROPOSED PUBLIC DRAINAGE EASEMENT MUST BE OBSERVED DURING CONSTRUCTION BY STORMWATER SERVICES (910-798-7077) AND A TURNOVER MEETING SCHEDULED ONCE THE SYSTEM IS READY TO BE CONVEYED TO THE COUNTY 1,044 LF RETAINING WALL SEE SHEET L5.10 FOR COURTYARD GRADING & DRAINAGE 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB INV. OUT = 45.80 INV. IN = 46.08 INV. OUT = 47.64 INV. IN = 48.10 12' DRAINAGE SWALE PRELIMINARY NOT APPROVED FOR CONSTRUCTION SS SS S S SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS S S SS FM FM FM FM FM FM F M F M F M FM FM F M FM FM F M 89 90 93 94 95 96 97 98 99 28 29 30 31 32 33 3534 19 18 383940 41 42 43 44 45 46 47R N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F PLANTATION LANDING PHASE 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE 173-174 N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 WETLANDS EXISTING POND PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A PRIVATE D R I V E C PR I V A T E D R I V E B 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 8 ' ' W 8 ' ' W SS SS SS S SS SS SS SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W > > > > > > > > > > > > > > >> EXISTING 50' DRAINAGE EASEMENT (TYP.) PROJECT BOUNDARY (TYP.) EXISTING 30' DRAINAGE EASEMENT (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) 35 33 34 33 3 4 34 34 3 5 3 5 35 36 35 35 36 35 35 3536 36 37 37 33 2 5 3 024 2 6 27 28 29 31 3 2 3333 34 35 33333436 33 3 333 34 34 3 5 36 2 53 0 2 42 6 2 7 2 8 2 93 1 3 2 3 3 33 3 4 36 37 2 0 20 1818 1 9 19 2 1 21 2 2 2 2 22 2 3 23 24 2 4 30 35 3 1 3 2 3 3 3 4 36 37 36 37 37 3 7 37 37 3 7 37 3 6 3 7 3536 3 7 36 37 3 7 37 37 37 37 37 37 2 5 30 35 2 1 2 1 21 2 1 2 2 23 24 26 2 7 2 8 29 3132 3334 36 20 2 0 16 16 1 7 1 7 1 8 1 8 1 9 19 2 1 21 2 2 22 23 23 25 30 35 24 26 27 28 29 31 32 33 34 3 6 2323 24 2 5 30 21 21 2 2 2 3 2 4 2 6 2 72 829 3 1 32 2 020 20 2 5 21 2 2 23 2 4 2 6 26 2 0 2530 35 2 12223 2 4 26272829 31 323334 3 6 37 3 7 3 7 30 35 282931323334363737 2 3 2 3 2 3 23 2323 25 24 26 27 37 37 37 37 37 62.38 LF 48" RCP @ 0.56% 109.69 LF 54" RCP @ 0 . 5 0 % 160.07 LF 54" RCP @ 0 . 9 5 % 76.44 LF 54" RCP @ 0.50% 33.67 LF 30" RCP @ 0.85% 65.69 LF 18" RC P @ 2 . 0 0 % 26.01 LF 24" RCP @ 4.69% 26.00 LF 36" RCP @ 0.30% 64.88 LF 54" RCP @ 0.51% 11 3 . 5 8 L F 5 4 " R C P @ 0 . 5 0 % 26.01 LF 15" RCP @ 3.08% 30.38 LF 15" RCP @ 0.50% 42.38 LF 15" RCP @ 0.50% 15 4 . 0 3 L F 2 4 " R C P @ 0 . 5 0 % 1 2 6 . 0 6 L F 1 8 " R C P @ 0 . 5 0 % 52.99 LF 18" RCP @ 0.50% 21.21 LF 15" RCP @ 1.06% 9 3 . 2 7 L F 3 6 " R C P @ 1 . 5 0 % 1 6 2 . 7 4 L F 3 6 " R C P @ 0 . 2 2 % 26.00 LF 15" RCP @ 3.43% 41.05 LF 18" RCP @ 4.99% 25.25 LF 15" RCP @ 0.83% 1 0 0 . 9 2 L F 1 5 " R C P @ 0 . 8 5 % 100.65 LF 24" RCP @ 0.85% 25.00 LF 15" RCP @ 2.04% 9 9 . 1 0 L F 1 5 " R C P @ 1 . 0 0 % 88.07 LF 15" RCP @ 0.50% 1 0 7 . 0 8 L F 1 5 " R C P @ 0 . 8 3 % 31.61 LF 18" RCP @ 0.66% 11 3 . 4 7 L F 1 8 " R C P @ 1 . 0 0 % 46.11 LF 15" RCP @ 1.00% 47.93 LF 15" RCP @ 1.50% 25.16 LF 15" RCP @ 2.00% 24.80 LF 15" RCP @ 2.00% 26.22 LF 15" RCP @ 0.50% 26.06 LF 15" RCP @ 3.07% 26.00 LF 18" RCP @ 1.92% 26.08 LF 15" RCP @ 4.00% 85 . 1 3 L F 1 8 " R C P @ 1 . 0 0 % 34.84 LF 24" RCP @ 0.69% 29.95 LF 24" RCP @ 7.35%79.95 LF 18" RCP @ 0.50% 30.88 LF 15" RCP @ 1.30%PUBLIC DRAINAGE EASEMENT (SEE NOTE 2 THIS SHEET) PUBLIC DRAINAGE EASEMENT (SEE NOTE 2 THIS SHEET) PROPOSED RIP RAP EXISTING POND (TYP.) 26.03 LF 15" RCP @ 3.74% 97.19 LF 1 5 " R C P @ 0 . 5 2 % 81.29 LF 15" RCP @ 0.91%46.31 LF 15" RCP @ 1.61% 60.86 LF 15" RCP @ 0.78% 35 3 5 3 6 26 28 32 253024262728293132 24 2 5 3 0 2 4 2 6 2 7 2 8 2 9 3 1 3 2 2 9 2 7 28 26 24 RISER STRUCTURE (SEE SCM SHEETS FOR DETAILS) 93.97 LF 60" RCP @ 0.64% 12' DRAINAGE SWALES 2 9 2 8 2 7 2 6 25 24 23 22 35 34 33 32 31 3 0 29 28 27 2 6 25 24 21 2 0 1 9 2 0 2 1 22 22 21 20 19 18 17 2 5 2 3 2 1 1 9 1 7 1 8 28 RIPRAP APRON (SEE SCM SHEETS FOR DETAILS) 30 SS SS EXISTING POND SPILLWAY APPROX. ELEV. 22' SS SS SS CB-147 RIM: 35.60' INV. IN: 28.56' (CB-148) INV. OUT: 28.56' (CB-107) YI-185 RIM: 34.47' INV. OUT: 31.18' (CB-184) YI-190 RIM: 34.00' INV. OUT: 31.61' (CB-189) YI-159 RIM: 36.21' INV. OUT: 31.51' (CB-157) YI-161 RIM: 36.12' INV. OUT: 30.64' (CB-156) YI-167 RIM: 34.88' INV. OUT: 30.88' (CB-166) YI-160 RIM: 35.60' INV. OUT: 30.42' (CB-156) YI-158 RIM: 35.63' INV. OUT: 31.55' (CB-157) CB-184 RIM: 34.44' INV. IN: 30.32' (YI-185) INV. OUT: 30.32' (CB-183) CB-189 RIM: 34.57' INV. IN: 30.62' (YI-190) INV. OUT: 30.62' (CB-186) CB-157 RIM: 35.24' INV. IN: 31.05' (YI-159) INV. IN: 31.05' (YI-158) INV. OUT: 31.05' (CB-156) CB-156 RIM: 35.14' INV. IN: 29.92' (CB-157) INV. IN: 29.92' (YI-161) INV. IN: 29.92' (YI-160) INV. OUT: 29.92' (CB-155) CB-155 RIM: 35.12' INV. IN: 29.07' (CB-156) INV. OUT: 29.07' (YI-154) CB-187 RIM: 34.67' INV. IN: 30.55' (YI-188) INV. OUT: 30.55' (CB-186) YI-188 RIM: 34.83' INV. IN: 31.57' (DI-199) INV. OUT: 31.44' (CB-187) YI-162 RIM: 32.87' INV. IN: 27.72' (YI-163) INV. OUT: 27.72' (CB-161) CB-153 RIM: 35.21' INV. IN: 28.62' (YI-154) INV. OUT: 28.62' (CB-105) CB-183 RIM: 34.34' INV. IN: 30.11' (CB-184) INV. OUT: 30.11' (JB 182) CB-106 RIM: 34.79' INV. IN: 27.95' (CB-107) INV. IN: 29.00' (CB-152) INV. OUT: 27.95' (CB-105) CB-186 RIM: 34.48' INV. IN: 30.11' (CB-189) INV. IN: 30.11' (CB-187) INV. OUT: 30.11' (JB 182) CB-105 RIM: 35.21' INV. IN: 27.40' (CB-106) INV. IN: 27.40' (CB-153) INV. OUT: 27.40' (CB-104) CB-166 RIM: 35.30' INV. IN: 30.13' (YI-167) INV. OUT: 30.13' (CB-165) YI-163 RIM: 32.75' INV. IN: 28.49' (YI-164) INV. OUT: 28.49' (YI-162) HW 202 INV.: 21.30 YI-170 RIM: 34.60' INV. OUT: 30.58' (YI-169) YI-169 RIM: 33.64' INV. IN: 30.10' (YI-170) INV. OUT: 30.10' (CB-168) YI-164 RIM: 33.96' INV. IN: 29.12' (CB-165) INV. OUT: 29.12' (YI-163) YI-194 RIM: 33.35' INV. OUT: 30.10' (YI-193) YI-154 RIM: 35.55' INV. IN: 28.86' (CB-155) INV. OUT: 28.86' (CB-153) CB-168 RIM: 33.64' INV. IN: 29.89' (YI-169) INV. OUT: 29.89' (CB-165) YI-193 RIM: 33.50' INV. IN: 29.95' (YI-194) INV. OUT: 29.95' (CB-192) CB-161 RIM: 33.08' INV. IN: 27.44' (YI-162) INV. OUT: 27.44' (CB-104) CB-104 RIM: 33.08' INV. IN: 25.88' (CB-105) INV. IN: 27.36' (CB-161) INV. OUT: 25.88' (CB-103) CB-181 RIM: 33.50' INV. IN: 29.11' (CB-191) INV. IN: 28.36' (JB 182) INV. OUT: 28.36' (CB-180) CB-191 RIM: 33.50' INV. OUT: 30.00' (CB-181) CB-192 RIM: 34.10' INV. IN: 29.82' (YI-193) INV. OUT: 29.82' (CB-180) CB-180 RIM: 34.10' INV. IN: 28.00' (CB-181) INV. IN: 28.78' (CB-192) INV. OUT: 28.00' (CB-101) CB-179 RIM: 33.55' INV. OUT: 28.90' (CB-101)CB-101 RIM: 34.06' INV. IN: 24.60' (CB-102) INV. IN: 28.10' (CB-179) INV. IN: 26.60' (CB-180) INV. OUT: 24.60' (HW-100) INV. OUT: 24.60' (HW-100A) YI-178 RIM: 33.06' INV. OUT: 27.22' (CB-102) CB-103 RIM: 32.58' INV. IN: 25.50' (CB-104) INV. IN: 25.50' (YI-175) INV. IN: 27.50' (CB-174) INV. OUT: 25.50' (CB-102) CB-102 RIM: 32.90' INV. IN: 25.17' (CB-103) INV. IN: 27.00' (YI-178) INV. IN: 27.80' (CB-177) INV. OUT: 25.17' (CB-101) YI-175 RIM: 32.66' INV. IN: 25.78' (YI-176) INV. OUT: 25.79' (CB-103) CB-174 RIM: 32.07' INV. OUT: 28.00' (CB-103) CB-177 RIM: 32.38' INV. OUT: 28.60' (CB-102) HW-100 INV.: 24.00 INV. IN: 32.40' (JB-301) JB 201 RIM: 34.26' INV. IN: 23.50' (JB - 202) INV. OUT: 23.50' (HW 202) JB 182 RIM: 34.12' INV. IN: 29.71' (CB-183) INV. IN: 29.71' (CB-186) INV. OUT: 29.21' (CB-181) FES 200 INV.: 32.50 CB-152 RIM: 34.79' INV. OUT: 29.97' (CB-106) CB-165 RIM: 35.32' INV. IN: 29.39' (CB-168) INV. IN: 29.39' (CB-166) INV. OUT: 29.39' (YI-164) YI-176 RIM: 32.40' INV. OUT: 27.10' (YI-175) 137.55 LF 18" RCP @ 5.05% JB - 202 RIM: 35.53' INV. IN: 30.45' (FES 200) INV. OUT: 30.45' (JB 201) DI-199 RIM: 0.00' INV. OUT: 31.64' (YI-188) 17.05 LF 15" RCP @ 0.41% w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 4 . X X - S T O R M D R A I N A G E . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 0 8 : 2 7 P M - TG A R R I C H ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 STORM DRAINAGE PLAN C4.02 EN W S MA T C H L I N E - S E E S H E E T C 4 . 0 1 0 SCALE: 1 inch = ft. 5025 50 APPROXIMATE HOME FOOTPRINT (TYP.) SCM-1 NOTE: 1.RIM ELEVATION GIVEN FOR CATCH BASIN (CB) IS TOP OF CURB, YARD INLET (Y) IS OPENING INVERT FOR SLAB TOP, DROP INLET (DI) IS TOP OF GRATE AND JUNCTION BOX (JB) IS TOP OF RIM 2.CONSTRUCTION OF THE CONVEYANCE SYSTEM WITH THE PROPOSED PUBLIC DRAINAGE EASEMENT MUST BE OBSERVED DURING CONSTRUCTION BY STORMWATER SERVICES (910-798-7077) AND A TURNOVER MEETING SCHEDULED ONCE THE SYSTEM IS READY TO BE CONVEYED TO THE COUNTY 1,044 LF RETAINING WALL 521 LF RETAINING WALL 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 4' 1' 1'-6" MIN. 1'-6" 8' OVERALL HEIGHT 2'-0 1 16" MIN. ELEVATIONSECTION PRECAST CONCRETE CAP BRICK VENEER ON EXTERIOR OF 8" CMU WALL, W/ TIES @16" O.C. COLOR & TYPE TO MATCH BUILDING ARCHITECTURE HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. WASTE CONTAINER, TO BE PROVIDED BY OTHERS GRAY PARGE COAT ON INTERIOR 8" CMU FILLED SOLID W/ GROUT #5 BARS @16" O.C. 8' CONCRETE PAVEMENT W/ 6"x6", 10 10 WW, 3000 PSI 1 2" EXPANSION JOINT ADJACENT TO CONC. FINISH GRADE 4" CONC. ADJACENT TO RETAINING WALL (OR LANDSCAPE) MIN. 2-16"x12"x8" CMU COURSES BELOW GRADE 6" COMPACTED GRAVEL 4-#4 BARS TOP & BOTTOM, CONTINUOUS 3000 PSI CONC. FOOTING COMPACTED UNDISTURBED SUBGRADE PER GEOTECHNICAL ENGINEER'S REPORT #4 BARS @ 16" O.C. PRECAST CONC. CAP BRICK VENEER; RE: ARCH. DRAWINGS FOR COLOR 1 2" COMPRESSED MORTAR JOINT (TYP) FINISH GRADE; RE: GRADING PLAN MIN. 2 BRICK COURSES BELOW GRADE 6" OF STONE COMPACTED SUBGRADE 6" DIAMETER STEEL PIPE, FILL SOLID WITH CONCRETE 3'-6" 3'-6" CL EQ.EQ. 1'-6" 6" 7' PAINT YELLOW HEAVY DUTY CONCRETE INSIDE DUMPSTER ENCLOSURE NOTE: 1.REFER TO PLANS FOR EXACT LOCATION AND NUMBER OF BOLLARDS 3 4" 2-1/2" 5" 5" 5" 2-1/2"" 2" 2"2"2"2" 1'-6" 4" 1" NIPPLE WELDED TO 1 4" PLATE 1"x6" CEDAR BOARDS 1 2"x18" CANE BOLT TO SLIDE THROUGH 3 4" I.D. COLLAR 3 4" I.D. COLLAR WELDED TO 1 4" PLATE 18"x4"x14" PLATE BOLTED TO GATE 1" I.D. PIPE FIXED IN CONCRETE TO SECURE GATE AT OPEN & CLOSED POSITIONS SCALE: SECTION 3/8" = 1'-0"1 DUMPSTER ENCLOSURE WALL SCALE: SECTION 1/2" = 1'-0"3 CONCRETE FILLED STEEL BOLLARD SCALE: SECTION 1 1/2" = 1'-0"2 DUMPSTER ENCLOSURE J BOLT WASTE AND RECYCLING DETAILS C9.00 NOT TO SCALE w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 9 . 0 0 - S I T E D E T A I L S . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 1 5 : 3 4 P M - GC H A P I N ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION 22' WIDE LANDSCAPE BUFFER SEGMENT D F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FM FM FM CHH TEL C C C FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G U U U U U U U U U U UW W W W W W W W W W W W W W W W W W W W WW W FOB FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T OH E OH E OH E OH E OH E LP N/F VILLAGES AT PLANTATION LANDING HOA INC PID#R02900-003-567-000 ZONING: R-7 CLASS: HOA DEED BOOK 6330 PAGE 572 GA S K I N S L A N E (5 0 ' P R I V A T E R / W ) MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 43 PAGE N/F ABBEY GLENN at FUTCH CREEK SECTION 1 ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 GRAYSON PARK DRIVE (50' PRIVATE R/W) SF/ T P S F / T P SF / T P WETLANDS WETLANDS WETLANDS SCM #1 EXISTING POND SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P S F / T P S F / T P S F / T P SF/TP SF / T P SF / T P SF/TP W PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE DRIVE A PRIVATE D R I V E B P R I V A T E D R I V E A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 PRIVATE D R I V E C SF/TPSF/TPSF/TPSF/TP S F / T P SF/TPSF/TPSF/TPSF/TP SF / T P S F / T P SF / T P SF / T P S F / T P SF / T P SF / T P SF/TPSF/TP SF/TP SF/TP SF/TP S F / T P SF/TP S F / T P S F / T P SF/TP SF/TP SF/ T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/T P SF/TP SF / T P SF/T P SF / T P S F / T P S F / T P S F / T P SF/TP S F / T P SF/TP SF / T P SF / T P SF/TP PR I V A T E D R I V E B FUTURE ASSISTED LIVING FACILITY (BY OWNER) FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 DUPLEX BUILDING #7 DUPLEX BUILDING #9 DUPLEX BUILDING #11 DUPLEX BUILDING #8 DUPLEX BUILDING #14 DUPLEX BUILDING #10 DUPLEX BUILDING #12 DUPLEX BUILDING #18 DUPLEX BUILDING #16 DUPLEX BUILDING #17 DUPLEX BUILDING #19 DUPLEX BUILDING #20 DUPLEX BUILDING #21 DUPLEX BUILDING #25 DUPLEX BUILDING #24 DUPLEX BUILDING #23 DUPLEX BUILDING #22 FUTURE COMMERCIAL DEVELOPMENT (BY OTHERS) DUPLEX BUILDING #13 DUPLEX BUILDING #15BUILDING #2 RETAIL BUILDING FUTURE PHASE 2 BUILDING (BY OWNER) PUMP STATION L O D L O D LO D LODLODLODLODLODLODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LO D LO D LO D LO D L O D LO D LO D LO D LOD LO D L O D LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LO D L O D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LODLO D LOD LO D L O D LOD L O D L O D LOD LOD L O D L O D L O D L O D L O D L O D L O D LO D LOD LO D LO D LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D LOD LO D LO D L O D SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P VA N 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 12'' W 12'' W 12'' W 12'' W 12'' W 1 2 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8 ' ' W 8 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 8 ' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W 6'' W SF / T P SF / T P SF / T P SF / T P SF / T P X X X FO G TV W W OH E LO D L O D LO D LO D LO D LO D L O D LO D M A R K E T S T R E E T ( R / W V A R I E S ) SF / T P SF / T P SF / T P SF/TPSF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P EX-SSMH RIM: 21.16' INV (N): 12.1 1 ' INV (E): 10.6 4 ' INV (W): 10. 6 1 ' INV (S): 10.5 3 ' SS SS S SS SS SS 6'' W 6'' W 6'' W 6'' W > > > > > > > > > > > > > > > > > > PROJECT BOUNDARY (TYP.) EXISTING UTILITY AND DRAINAGE EASEMENT (TYP.) EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) WASTE & RECYCLING AREA COMPACTOR & ENCLOSURE EXISTING 30' ACCESS EASEMENT (TYP.) 18' WIDE STREET YARD SEGMENT A 22' WIDE LANDSCAPE BUFFER SEGMENT F 22' WIDE LANDSCAPE BUFFER SEGMENT D EXISTING 50' DRAINAGE EASEMENT (TYP.) 50' WIDE LANDSCAPE BUFFER SEGMENT E 50' WIDE LANDSCAPE BUFFER SEGMENT E EXISTING 30' DRAINAGE EASEMENT (TYP.) 22' WIDE LANDSCAPE BUFFER SEGMENT F 18' STREET YARD SEGMENT B 30' O.C., TYP. 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 0 - O v e r a l l L a n d s c a p e P l a n . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 1 : 3 7 P M - DW H A T L E Y ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A OVERALL PLANTING PLAN L6.00 EN W S 0 SCALE: 1 inch = ft. 8040 80 L6.02 L6.03 L6.04 L6.05 L6 . 0 1 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GV CHH CHH GSM FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G U U U U U U U U U U U U U U U W W W W W W W W W W W W W W W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOM (2) FOM (2) T T T T T T T T T T T T T T T MA R K E T S T R E E T ( S R 1 4 0 0 ) (R / W V A R I E S ) W W W W PRIVATE DRIVE A N/F JOHN F. BARNHILL PID#R02900-003-238-000 ZONING:B-1-BUSINESS DISTRICT CLASS:COM - COMMERCIAL DEED BOOK 5154 PAGE 284 FUTURE ASSISTED LIVING FACILITY (BY OWNER) BUILDING #2 RETAIL BUILDING LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LO D LOD LOD VA N 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W EXISTING 30' ACCESS EASEMENT (TYP.) 18' WIDE STREET YARD SEGMENT A 18' STREET YARD SEGMENT B EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) SIGHT DISTANCE TRIANGLES, TYP. SETBACK LINE (TYP) WASTE & RECYCLING AREA LIGHT POLE (TYP)PROPERTY LINE (4) QPH (4) TDI (4) QPH (2) QPH (3) TDI (5) TDI (5) IVN (2) CAM (5) MYC (5) IVN (1) CAM (5) MYC (4) IVN (1) CAM (5) MYC (5) IVN (1) CAM (5) MYC (3) CAM (3) BUX (14) IVN (26) IVN (5) QPH LIGHTING POLE AND 20' RADIUS, TYP. 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 1 - L a n d s c a p e P l a n E n l a r g e m e n t s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 2 : 1 6 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING PLAN AREA I L6.01 EN W S 0 SCALE: 1 inch = ft. 3015 30 FHWV KEY MAP L6.01 MA T C H L I N E - S E E S H E E T L6 . 0 2 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION TEL N/F VILLAGES AT PLANTATION LANDING HOA INC PID#R02900-003-567-000 ZONING: R-7 CLASS: HOA DEED BOOK 6330 PAGE 572 FUTURE PHASE 2 BUILDING (BY OWNER) LO D L O D LO D LOD LO D LO D LO D LO D L O D LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LOD LO D LO D LO D LO D LO D L O D L O D LO D LOD LOD LOD LOD LOD LOD > > > > > > > 22' WIDE LANDSCAPE BUFFER SEGMENT F (6) TDI 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 1 - L a n d s c a p e P l a n E n l a r g e m e n t s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 2 : 2 5 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING PLAN AREA II L6.02 EN W S 0 SCALE: 1 inch = ft. 3015 30 MA T C H L I N E - S E E S H E E T L6 . 0 1 MATCHLINE - SEE SHEET L6.03 MA T C H L I N E - S E E S H E E T L6 . 0 4 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB FHWV KEY MAP L6.02 PRELIMINARY NOT APPROVED FOR CONSTRUCTION FM FM F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SF / T P SF / T P SF / T P SF/T P SF/TP PRIVATE DRIVE A PRIVATE DRIVE A FUTURE RECREATION AREA BUILDING #1 ACTIVE ADULT 156 UNITS DUPLEX BUILDING #3 DUPLEX BUILDING #4 DUPLEX BUILDING #5 DUPLEX BUILDING #6 LOD L O D LOD L O D L O D LODLOD LOD LOD LOD LOD LOD LO D L O D L O D LOD L O D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D L O D L O D LOD LOD LOD LOD LOD LODLOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D L O D L O D L O D LOD L O D L O D L O D LOD LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D > > 12'' W 12'' W 1 2 ' ' W 1 2 ' ' W 1 2 ' ' W 1 2 ' ' W 12'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8 ' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8' ' W > > > > > > > > > > > > > > > > > > > > > > > > > > 22' WIDE LANDSCAPE BUFFER SEGMENT D 25' O.C. (TYP) FUTURE RECREATION AREA (1) QVI (1) QVI (1) QVI (3) QVI (3) QVI (26) IVN (1) CAM (4) HYD (3) HYD (8) IVN (3) SMI (3) SMI (3) IVN (8) HYD (3) IVN (6) AZA (9) IVN (20) SMI (6) IVN(16) MYC (9) IVN (11) SMI (13) SMI (8) IVN (9) SMI (3) BUX (8) MYC (22) SMI (2) IVN (2) AZA (5) IVN (18) SMI (8) SMI (8) IVN (13) SMI (7) SMI (15) HYD (16) MYC (7) IVN (22) SMI (12) SMI (9) MYC (5) HYD (4) QVI (3) SMI (3) IVN (1) QVI (3) IVN (3) SMI (3) QVI (4) QVI (3) IVN (3) SMI (3) IVN (3) SMI (3) SMI (7) IVN (3) SMI (7) IVN (25) SMI (17) TDI SEE SHEET L6.11 FOR COURTYARD PLANTINGS 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 1 - L a n d s c a p e P l a n E n l a r g e m e n t s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 2 : 3 5 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING PLAN AREA III L6.03 EN W S MA T C H L I N E - S E E S H E E T L6 . 0 1 0 SCALE: 1 inch = ft. 3015 30 MATCHLINE - SEE SHEET L6.02 MA T C H L I N E - S E E S H E E T L6 . 0 5 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB FHWV KEY MAP L6.03 PRELIMINARY NOT APPROVED FOR CONSTRUCTION FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M FM FM FM FM FM F M FM FM FM FM F M OH E OH E N/F SECTION 1 PHASE 2 SAGEWOOD AT PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 60 N/F SECTION 3 PHASE 1 PLANTATION LANDING ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 45 PAGE 58 N/F WILLIE MAE MATTOCKS PID#R02900-003-038-001 ZONING: R-15 CLASS: RESIDENTIAL DEED BOOK 5154 PAGE 284 S F / T P S F / T P S F / T P S F / T P S F / T P S F / T P SF/TP S F / T P S F / T P SF / T P SF/T P SF/T P SF / T P SF/TP SF/TP SF/TP SF/TP PRIVATE D R I V E B P R I V A T E D R I V E A PRIVATE D R I V E C DUPLEX BUILDING #11 DUPLEX BUILDING #12 DUPLEX BUILDING #18 DUPLEX BUILDING #17 DUPLEX BUILDING #19 DUPLEX BUILDING #20 DUPLEX BUILDING #21 DUPLEX BUILDING #25 DUPLEX BUILDING #24 DUPLEX BUILDING #23 DUPLEX BUILDING #22 PUMP STATION LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LO D LO D L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 6 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8'' W 8' ' W 8' ' W SS SS SS SS SS SS SS SS SS SS SS SS SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 50' WIDE LANDSCAPE BUFFER SEGMENT E EXISTING 30' DRAINAGE EASEMENT 22' WIDE LANDSCAPE BUFFER SEGMENT F (28) M Y C (16) MYC (5) IVN (2) IVN (3) BUX (3) QVI (5) QVI (3) QVI (4) QVI (4) QVI (1) QVI (2) QVI (5) QVI (4) QVI (4) QVI (2) QVI (6) QVI (7) QVI (2) IVN (3) BUX (2) IVN (3) BUX (4) IVN (3) BUX (3) HYD (2) IVN (3) BUX (3) BUX (2) IVN (3) BUX (2) SMI (3) BUX (3) IVN (3) IVN (3) IVN (3) BUX (2) SMI (3) BUX (2) SMI(2) CAM (3) HYD (4) BUX (4) BUX (2) SMI (4) BUX (4) BUX (4) BUX (2) SMI (4) BUX (2) SMI (4) BUX (2) SMI (4) BUX (2) SMI (2) QVI (3) HYD (2) SMI (2) SMI (2) SMI LIGHTING POLE AND 20' RADIUS, TYP. 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 1 - L a n d s c a p e P l a n E n l a r g e m e n t s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 2 : 4 4 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING PLAN AREA IV L6.04 EN W S 0 SCALE: 1 inch = ft. 3015 30 MA T C H L I N E - S E E S H E E T L6 . 0 2 MATCHLINE - SEE SHEET L6.05 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB FHWV KEY MAP L6.04 PRELIMINARY NOT APPROVED FOR CONSTRUCTION N/F GRAYSON PARK ZONING: R-15 CLASS: RESIDENTIAL PLAT BOOK 46 PAGE 55 SF/T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P S F / T P S F / T P S F / T P PRIVATE DRIVE A PR I V A T E D R I V E B DUPLEX BUILDING #7 DUPLEX BUILDING #9 DUPLEX BUILDING #11 DUPLEX BUILDING #8 DUPLEX BUILDING #14 DUPLEX BUILDING #10 #12 DUPLEX BUILDING #16 DUPLEX BUILDING #17 DUPLEX BUILDING #13 DUPLEX BUILDING #15 L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6 ' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8' ' W 8' ' W 8' ' W 8 ' ' W 8 ' ' W 8 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6 ' ' W 6 ' ' W 8'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8 ' ' W SCM #1 EXISTING POND 22' WIDE LANDSCAPE BUFFER SEGMENT D EXISTING 50' DRAINAGE EASEMENT (TYP.) 50' WIDE LANDSCAPE BUFFER SEGMENT E PROJECT BOUNDARY (TYP.) (3) QVI (5) IVN (5) IVN (5) IVN (5) IVN (5) IVN (3) AZA (5) BUX (3) QVI (7) AZA (2) IVN (3) BUX (8) QVI (3) BUX (2) IVN (2) IVN (3) BUX (2) IVN (3) BUX (2) IVN (3) BUX (3) BUX (3) BUX (2) IVN (2) IVN (3) BUX (3) QVI (2) QVI (3) QVI (3) QVI (3) BUX (2) IVN (2) QVI (3) QVI (1) QVI (2) QVI (78) IVN (2) IVN (3) BUX (3) BUX (3) BUX (3) BUX (3) BUX (3) IVN (3) IVN (3) IVN (3) IVN (3) IVN (4) TDI 18' STREET YARD 50' TYPE 'A' LANDSCAPE BUFFER 22' TYPE 'A' LANDSCAPE BUFFER TREES BOTANICAL NAME QUERCUS PHELLOS QUERCUS VIRGINIANA TAXODIUM DISTICHUM SHRUBS BOTANICAL NAME AZALEA INDICA 'GEORGE TABOR' BUXUS MICROPHYLLA WINTERGREEN CAMELLIA SASANQUA 'SHISHI GASHIRA' HYDRANGEA MACROPHYLLA ILEX VOMITORIA 'NANA' MYRICA CERIFERA SABAL MINOR BUFFER NAME PLANT LEGEND w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 6 . 0 1 - L a n d s c a p e P l a n E n l a r g e m e n t s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 1 : 5 2 : 5 3 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING PLAN AREA V L6.05 EN W S 0 SCALE: 1 inch = ft. 3015 30 MA T C H L I N E - S E E S H E E T L6 . 0 3 MATCHLINE - SEE SHEET L6.04 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB FHWV KEY MAP L6.05 PRELIMINARY NOT APPROVED FOR CONSTRUCTION 100' TYPICAL TYPE 'A' LANDSCAPE BUFFER DETAILS 1" = 20' VARIES SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY TREES QPH QUERCUS PHELLOS / WILLOW OAK 2" CAL MIN, 8` HT MIN B&B 15 QVI QUERCUS VIRGINIANA 'MARITIMA' / SOUTHERN LIVE OAK 2" CAL MIN, 8` HT MIN B&B 99 TDI TAXODIUM DISTICHUM / BALD CYPRESS 2" CAL MIN, 8` HT MIN B&B 39 SHRUBS AZA AZALEA INDICA 'GEORGE TABOR' / 'GEORGE TABOR' AZALEA 3 GAL CONT 18 BUX BUXUS MICROPHYLLA WINTERGREEN / WINTERGREEN LITTLELEAF BOXWOOD 7 GAL CONT 109 CAM CAMELLIA SASANQUA 'SHISHI GASHIRA' / SHISHI GASHIRA CAMELLIA 7 GAL CONT 11 HYD HYDRANGEA MACROPHYLLA / FRENCH HYDRANGEA 3 GAL CONT 44 IVN ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY 7 GAL CONT 315 MYC MYRICA CERIFERA / SOUTHERN WAXMYRTLE 7 GAL CONT 113 SMI SABAL MINOR / DWARF PALMETTO 3 GAL CONT 226 PLANT SCHEDULE w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 9 . 9 0 - L a n d s c a p e D e t a i l s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 2 : 0 0 : 4 8 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l EDCBA 1 2 3 4 EDCBA 5 2077 R E G I S T E R ED L A N D S CA P E A R C H ITECT D A N I E L B . W H A T LEY NO R T H C A R O L I N A PLANTING DETAILS L9.90 EN W S NOT TO SCALE NEW HANOVER COUNTY LANDSCAPE NOTES: 1.ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE AND THE “TREE AND PLANT MATERIALS FOR LANDSCAPING” MANUAL. 2.ALL PLANT MATERIAL AND THEIR SPACING REQUIREMENTS, WHICH ARE TO BE PLANTED TO MEET THE OPACITY AND HEIGHT REQUIREMENTS OF THE UDO, SHALL BE EITHER SELECTED FROM THE “TREE AND PLANT MATERIALS FOR LANDSCAPING” MANUAL PREPARED BY THE COUNTY PLANNING AND LAND USE DEPARTMENT OR APPROVED BY THE NEW HANOVER COUNTY AGRICULTURAL EXTENSION SERVICE. 3.UNOBSTRUCTED VISIBILITY SHALL BE MAINTAINED AT ALL DRIVEWAYS AND ROADWAY INTERSECTIONS, AT ELEVATIONS BETWEEN THREE AND SEVEN FEET OF THE PAVEMENT LEVEL WITHIN THE DRIVEWAY OR ROADWAY'S SIGHT TRIANGLE, OR ANY REQUIRED BY THE NCDOT. 4.NO CERTIFICATE OF OCCUPANCY FOR ANY CONSTRUCTION OR RENOVATION SHALL BE ISSUED UNTIL ONE OF THE FOLLOWING CONDISTIONS IS MET: a.THE REQUIRED LANDSCAPING IS COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN; b.A BOND OR CERTIFIED CHECK, IN AN AMOUNT SUMBITTED BY THE DEVELOPER AND CERTIFIED BY THE COUNTY COMMISSIONERS TO BE ACCEPTABLE, IS POSTED AND IS AVAILABLE TO THE COUNTY; OR c.AN IRREVOCABLE LETTER OF CREDIT OR DEPOSIT OF FUNDS IN ESCROW, IN AN AMOUNT SUBMITTED BY THE DEVELOPER AND CERTIFIED BY THE COUNTY COMMISSIONERS TO BE ACCEPTABLE, IS ISSUED BY A BANK IN A FORM APPROVED BY THE COUNTY ATTORNEY. 5.NO SURETY OR PORTION THEREOF SHALL BE RELEASED UNTIL ALL LANDSCAPING IS INSTALLED, INSPECTED, AND APPROVED. 6.ALL EXISTING VEGETATION THAT IS USED TO COMPLY WITH THE LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. 7.ANY PLANTED MATERIAL THAT BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF THE PLANNING DIRECTOR DETERMINES THERE ARE SEASONAL CONDITIONS THAT WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COLD FOR SUCCESSFUL REPLANTING), THE PLANNING DIRECTOR MAY MODIFY THE REQUIREMENT UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. 8.ARTIFICIAL FENCING AND NONLIVING SCREENING BUFFERS SHALL BE MAINTAINED, CLEANED, AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. SUCH FENCING SHALL BE KEPT FREE OF LITTER AND ADVERTISING. LANDSCAPE CALCULATIONS: SECTION 5.3 TREE RETENTION SEE TREE REMOVAL PLAN SECTION 5.4.2.B SEE TREE REMOVAL PLAN SECTION 5.4.3 TRANSITIONAL BUFFER STANDARDS TYPE A LANDSCAPE BUFFER ARE PROPOSED AS SHOWN IN L 1.00-L1.05, SUPPLEMENT EXISTING PLANTINGS AS NEEDED TO SATISFY BUFFER REQUIREMENTS AS DETAILED SHOWN BELOW. SECTION 5.4.7 FOUNDATION PLANTINGS REQUIREMENTS:FOUNDATION PLANTINGS LOCATED BETWEEN THE BUILDING FACE AND THE PARKING LOT OR DRIVE AISLE SHALL BE REQUIRED FOR ALL PORTIONS OF BUILDINGS ADJACENT TO PARKING LOTS OR INTERNAL DRIVE AISLES. THE FOLLOWING MINIMUM STANDARDS ARE REQUIRED, THOUGH ADDITIONAL LANDSCAPING IS ENCOURAGED: THE FOUNDATION PLANTING AREA SHALL BE A MINIMUM OF 12 PERCENT OF THE AREA OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE; AND THE FOUNDATION PLANTING AREA SHALL BE PLANTED AS LANDSCAPED AREAS OF SUFFICIENT VARIETY, HEIGHT, AND SIZE, WITH PLANTINGS LISTED IN “TREE AND PLANT MATERIALS FOR LANDSCAPING.” PROVIDED: SECTION 5.4.5 PARKING LOTS LANDSCAPED AREAS SHALL BE EQUAL TO 8% OF THE TOTAL AREA TO BE USED FOR PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES, AND OTHER VEHICULAR OR PEDESTRIAN USE 1 TREE SHALL BE REQUIRED FOR EVERY 144 SF OF REQUIRED LANDSCAPE AREA WITH A MINIMUM OF 1 TREE IN EACH ISLAND VEHICULAR USE AREA:132,746 SF LANDSCAPE AREA REQUIRED:10,620 SF (8%) LANDSCAPE AREA PROVIDED:37,200 SF EACH ISLAND HAS AT LEAST ONE TREE PLANTED WITHIN EXCEPT FOR ONE IN THE MIDDLE PARKING LOT TO THE EASTERN SIDE OF THE BUILDING DUE TO UTILITIES AND IS ON AVERAGE 17' FROM BOC TO BOC; TREES REQUIRED:73 TREES PROVIDED:121 (116 RETAINED + 5 PROPOSED IN PARKING LOTS) SECTION 5.4.6 STREET YARD STANDARDS ZONING DISTRICT:UMXZ REQUIREMENT:18 SF FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE (LESS DRIVEWAYS) 1 CANOPY TREE PER 600 SF OF STREET YARD 6 SHRUBS PER 600 SF OF STREET YARD TABLE 5.4.1B LANDSCAPING UPGRADE STANDARDS TABLE PLANTED REQUIREMENT : REQUIRED: 15 TREES PER ACRE (18.5 TOTAL ACRES), 278 TREES TOTAL PROVIDED: 18.5 TOTAL ACREAGE FOR SITE, 318 TREES TOTAL 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION SYMBOL CODE BOTANICAL / COMMON NAME QTY SIZE CONTAINER TREES QVI QUERCUS VIRGINIANA 'MARITIMA' / SOUTHERN LIVE OAK 258 2" CAL MIN, 8` HT MIN B&B SAB SABAL PALMETTO / CABBAGE PALMETTO 10 12` HT.B&B SHRUBS AZA AZALEA INDICA 'GEORGE TABOR' / 'GEORGE TABOR' AZALEA 145 3 GAL CONT BUX BUXUS MICROPHYLLA WINTERGREEN / WINTERGREEN LITTLELEAF BOXWOOD 34 7 GAL CONT DIS DISTYLIUM MYRICOIDES `CINNAMON GIRL` / `CINNAMON GIRL` DISTYLIUM 6 3 GAL CONT. DIS DISTYLIUM MYRICOIDES `CINNAMON GIRL` / `CINNAMON GIRL` DISTYLIUM 6 3 GAL CONT. HYD HYDRANGEA MACROPHYLLA / FRENCH HYDRANGEA 153 3 GAL CONT IVN ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY 141 7 GAL CONT MCA MUHLENBERGIA CAPILLARIS 958 3 GAL CONT SMI SABAL MINOR / DWARF PALMETTO 615 3 GAL CONT SYMBOL CODE BOTANICAL / COMMON NAME QTY SIZE SPACING GROUND COVERS CYN CYNODON DACTYLON TIFTUF / BERMUDAGRASS 125,921 SF SOD CYR FAL CYRTOMIUM FALCATUM / HOLLY FERN 55 3 GAL 48" O.C. LIR VAR LIRIOPE MUSCARI 'VARIEGATA' / VARIEGATED LILYTURF 344 1 GAL.18" O.C. PLANT SCHEDULE TREES CODE BOTANICAL NAME COMMON NAME ROOT SIZE HEIGHT QTY QUE VIR QUERCUS VIRGINIANA SOUTHERN LIVE OAK B&B 2" CAL MIN 8` MIN 8 SAB SAB SABAL PALMETTO CABBAGE PALMETTO B&B 1.5" CAL MIN 12` MIN 6 VIT CHA VITEX AGNUS-CASTUS 'MSTF'CHASTE TREE B&B 2" CAL. MIN 6` MIN 2 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER HEIGHT QTY AZA RLN AZALEA INDICA 'GEORGE TABOR'GEORGE TABOR INDICA AZALEA 3 GAL CONT 31 FAT JPN FATSIA JAPONICA JAPANESE FATSIA 3 GAL CONT 20 FIC PUM FICUS PUMILA CREEPING FIG 1 GAL CONT 11 PEN BUN PENNISETUM ALOPECUROIDES 'LITTLE BUNNY'LITTLE BUNNY FOUNTAIN GRASS 3 GAL CONT 80 PIT W14 PITTOSPORUM TOBIRA 'WHEELER'S DWARF'WHEELER'S DWARF PITTOSPORUM 3 GAL CONT 60 SAB MIN SABAL MINOR DWARF PALMETTO 3 GAL CONT 18 GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING CYR FAL CYRTOMIUM FALCATUM HOLLY FERN 3 GAL 36" o.c.28 HOS HCY HOSTA X 'HALCYON'HALCYON HOSTA 1 GAL.24" o.c.47 LAN OCG LANTANA CAMARA 'CHAPEL HILL GOLD'CHAPEL HILL GOLD LANTANA 1 GAL.18" o.c.128 LIR BIG LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LILYTURF 1 GAL.12" o.c.456 MUH CAP MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 3 GAL 42" o.c.58 RUE BRI RUELLIA BRITTONIANA MEXICAN PETUNIA 1 GAL.24" o.c.72 COURTYARD PLANT SCHEDULE w: \ 2 0 \ 2 0 - 0 1 1 0 \ 2 0 0 1 1 9 . 1 0 - l i b e r t y c o m m e r c i a l - f u t c h c r e e k v i l l a g e \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ L 9 . 9 0 - L a n d s c a p e D e t a i l s . d w g - Fr i d a y , D e c e m b e r 1 5 , 2 0 2 3 2 : 0 1 : 0 7 P M - JD E C I C C O ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l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x 8" WIDE BERM SHALL BE MADE AROUND THE ROOT BALL EDGE. 6.PRUNE TREES ONLY AS NEEDED TO REMOVE DEAD OR BROKEN BRANCHES. 7.TREES IN WINDY LOCATIONS OR ON STEEP SLOPES ARE TO BE ANCHORED PER DETAILS ABOVE AND PER DIRECTION FROM LANDSCAPE ARCHITECT. FG 6" 8" MIN. 2x ROOT BALL WIDTH SET TREE PLUMB & CENTERED IN PLANTING PIT 6" DIA. CLEAR OF MULCH AT ROOT FLARE; DO NOT PLACE MULCH AGAINST TRUNK 3" MULCH FINISHED GRADE SEE NOTE 3 SCARIFY BOTTOM & LOOSEN SIDES OF PLANTING PIT LOOSENED PLANTING SOIL BACKFILL (SEE NOTE 4) UNDISTURBED SOIL PLACE STRAPS AWAY FROM BRANCHES 3/4" FLAT WOVEN POLYESTER STRAP (ARBORTIE GREEN OR APPROVED EQUAL) 2"x2"x24" WOODEN STAKE OR METAL ANCHOR DRIVEN INTO UNDISTURBED SOIL SECTION VIEW ATTACH STRAP TO STAKE WITH KNOTS OR NAILS (3) STAKES OR ANCHORS EQUALLY SPACED ROOT BALL WOVEN STRAP (TYP.) PLANTING HOLE TYPICAL SINGLE-STEM TREE PLANTING DETAIL NTS FG TREE PLANTING NOTES: 1.IF TREES SETTLE OR ARE BLOWN OUT OF PLUMB POSITION, THEY SHOULD BE STRAIGHTENED BY MAKING ADJUSTMENTS TO THE POSITION OF THE ROOTBALL - NOT BY PUSHING ON THE TRUNK AND/OR TIGHTENING THE GUY WIRE. TREES SHALL BE STRAIGHTENED DURING THE LIFE OF THE PROJECT AS THEY GET OUT OF PLUMB, NOT JUST AT THE END OF THE PROJECT. 2.BALL DEPTHS ON SOME TREES IN A SINGLE GROUP MAY VARY. IF DEPTHS VARY, ALL TREES IN A GROUP SHOULD BE SET SO THAT THE BASE OF THE TRUNKS WILL APPEAR TO BE AT THE SAME RELATIVE ELEVATION ABOVE GRADE. 3.NO EVERGREEN TREES WILL BE ACCEPTED IF THERE IS MORE THAN ONE LEADER. 4.CONTRACTOR TO VERIFY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING. 5.STAKING OF EVERGREEN TREES IS OPTIONAL, AND TO BE DETERMINED BY THE OWNER. IF STAKING IS DONE, FLEXIBLE STRAPS - NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF DESTROYED OR DAMAGED TREES. 6.ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT EDITION (2004 OR LATER) OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY A.N.L.A. 7.A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED WILL BE DONE BY THE TOWN ARBORIST TO ENSURE THAT TREES WERE PLANTED/GROWN TOO DEEPLY BY THE SOURCE (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER MARK GROUND LEVEL LINE ABOVE ROOTBALL. IF TOWN ARBORIST DETERMINES THAT THERE IS EXCESSIVE SOIL OVER ROOT CROWN, THESE TREES WILL BE REJECTED. PRUNE ONLY TO REMOVE ANY BROKEN, DEAD, OR DISEASED WOOD WHILE RESERVING FORM AND CHARACTER OF TREE; DO NOT CUT LEADER; DO NOT PRUNE IN ORDER TO REDUCE CANOPY SIZE CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) FINISHED GRADE AS PREVIOUS. PLACE ON SUBGRADE PEDESTAL SOIL LINE OF THE TOP OF ROOT BALL AFTER REMOVING EXCESS SOIL BUILT UP EARTH SAUCER AT EDGE OF ROOT BALL >3 INCHES HIGH APPROX. EXISTING GRADE. SCARIFY SIDES OF TREE PIT WITH RAKES OR TINES EXISTING GRADE MULCH AS SPECIFIED TO 2-3" MIN. DEPTH (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT AND FOLD WIRE BASKET AWAY FROM TOP OF ROOT BALL NATIVE SOIL OR IMPORTED BACKFILL - SEE SPECS. SCARIFY NATIVE SOIL TO A 6" DEPTH SUBGRADE (COMPACT SOIL UNDER ROOT BALL TO 90 PERCENT PROCTOR) DIG WIDE, SHALLOW PLANTING HOLE WIDTH = 3X WIDTH OF ROOT BALL TYPICAL EVERGREEN TREE PLANTING DETAIL NTS FG SET SHRUB PLUMB DO NOT PLACE MULCH AGAINST TRUNK 3" MULCH PLANTING MIX AS SPECIFIED COMPACT PLANTING MIX TO PREVENT SETTLING LOOSEN SUBGRADE, REMOVE ROCK & OTHER DEBRIS 2x ROOT BALL WIDTH 1. 5 x R O O T BA L L H E I G H T SET SHRUB 1" MIN. ABOVE FG 3" M I N . PLANTING NOTES: 1.FOR CONTAINER PLANTS, SPLIT THE ROOT BALL WITH 4 EQUALLY SPACED VERTICAL CUTS & SCARIFY ROOT MASS PRIOR TO PLANTING. 2.FOR B&B PLANTS, REMOVE ALL TWINE, ROPE, WIRE & BURLAP FROM ROOT BALL. 3.A 3" HIGH x 8" WIDE BERM SHALL BE MADE AROUND THE ROOT BALL EDGE. 4.PLANTING AREAS WITH MULTIPLE SHRUBS ARE TO BE SIZED SO THAT THE OUTER EDGE OF PLANTING SOIL IS 8" MIN. FROM THE NEAREST SHRUB. 5.SHRUBS ARE TO BE LOCATED SUCH THAT MATURE CANOPY IS 5' MIN. FROM FIRE HYDRANTS AND 24" MIN. FROM CURB LINE. 6.SHRUBS ARE TO BE LOCATED WITH TRIANGULAR SPACING (SEE DETAIL) UNLESS OTHERWISE SHOWN ON THE PLANS. 7.PRUNE SHRUBS ONLY AS NEEDED TO REMOVE DEAD OR BROKEN BRANCHES. TYPICAL SHRUB PLANTING NTS PLANTING NOTES: 1.SPLIT PLANT ROOTS WITH 2-3 EQUALLY-SPACED VERTICAL CUTS. GROUND COVER PLANT 3" MULCH LAYER (SEE LANDSCAPE NOTES) 4" HIGH x 8" WIDE BERM CONSTRUCTED AROUND EDGE OF BED FINISHED GRADE SCARIFY BOTTOM & SIDES OF PLANTING PIT UNDISTURBED SOIL PLANTING SOIL: LIGHTLY TAMP SOIL AROUND ROOT BALL TO BRACE PLANT TYPICAL GROUNDCOVER PLANTING NTS EQ.EQ. X PLANT (TYP.) PLANT SPACING NOTES: 1.SEE PLANTING PLAN FOR GROUND COVER PLANTING AREAS. 2.PLANTS SHALL BE INSTALLED IN STRAIGHT AND PARALLEL ROWS UNLESS OTHERWISE SHOWN ON DRAWINGS. 3.SEE PLANT SCHEDULE FOR PLANT SPACING REQUIREMENTS ("X" DIMENSION IN THIS DETAIL). PLANT SPACING NTS 87 0 4 M A R K E T S T R E E T | WI L M I N G T O N , N C 2 8 4 1 1 | NE W H A N O V E R CO U N T Y IN S P I R E F U T C H C R E E K CO N S T R U C T I O N D R A W I N G S RI D G E W O O D G A R D E N HE A L T H I N V E S T O R S , L L C 23 3 4 S . 4 1 S T S T R E E T WI L M I N G T O N , N C 2 8 4 0 3 INITIAL PLAN DATE: 06/30/2023 REVISIONS: 1 - 07/07/2023 RCB PER INTERNAL REVIEW 2 - 07/18/2023 RCB PER ARCHITECT COMMENTS 3 - 10/31/2023 GWR PER PUMP STATION RELOCATION WR JOB NUMBER 200119.10 DGN: TMGDRN: TMG CKD: JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION