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Home My WebLink AboutNCDOT Comments STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: April 15, 2025 Subject: Hilton Bluff – Sledge Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: A TIA is under review, once it is approved additional comments will be provided by NCDOT. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. Site Plan Comments: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. x All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” x Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Show and label all gates with distances to the right of way line. Label the radii for the driveway proposed driveway/driveways. x A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 x Make sure to accommodate the largest proposed vehicle. x Provide auto turn templates for the largest proposed vehicles. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. HILTON BLUFFS NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY SHEET INDEX MARCH 17, 2025 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: TRC RESUBMITTAL PROJECT # 23355.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N HILTON BLUFFS SHEET NUMBER SHEET TITLE MASTER PLAN SEPTEMBER 2024 DEVELOPER PRELIMINARY PLAN / MAJOR SUBDIVISION CASTLE HAYNE ROAD EXISTING CONDITIONSEX-1 VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD SL E D G E R D CR O W A T A N R D CAS T L E H A Y N E R D M C D O U G A L D D R PRIVATE PRIVATE GE SITE PLANSC-2.0 - C-2.3 RESUBMITTAL MARCH 2025 24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL FINISHED GRADE 1.5'1.5' 6"6" 24" CURB GUTTER STD.ASPHALT PAVEMENT 1.0% 1.0% 5' CONCRETE SIDEWALK; SEE PLAN FOR LOCATIONS APPLIES TO AMENITY PARKING 20' ON WAY OR 24' TWO WAY DRIVEWAY1/4" PER FT MODIFIED VALLEY CURB 1' 6"-B25.0B BASE 1/4" PER FT 6" STONEUNDER CURBING 1.5"-SF9.5A SURFACE 5'1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. SLOPES= 3:1 24' PRIVATE ROAD 1/2" PER FT1/4" PER FT MODIFIED VALLEY CURB 1' 50' PRIVATE R/W 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING 1.5"-SF9.5A SURFACE 7'12'5'1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. SLOPES= 3:1 VARIES 1/2" PER FT1/4" PER FT MODIFIED VALLEY CURB SLOPES= 3:1 1' VARIABLE WIDTH PRIVATE R/W 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING1.5"-SF9.5A SURFACE VARIES VARIES1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. 5' WIDE SIDEWALK VARIES 11'11' 6" STANDARD CURBFOR MEDIAN 2'2' DRIVEWAY 5' SIDEWALK; SEE PLAN FOR LOCATION 5' SIDEWALK; SEE PLAN FOR LOCATION 1/4" PER FT 11' 26' COLLECTOR ROAD GEOGRID OR GRAVEL ROAD BASE CONSTRUCTED TO HANDLE EMERGENCY VEHICLES UP TO 86,000 LBS SUBGRADE, MINIMAL COMPACTION GEOTEXTILE FABRIC NOTE: THE NEWLY CONSTRUCTED PORTION OF SECONDARY ACCESS ROAD THROUGH WOODED AREA COULD BE GEOGRID WITH GRAVEL TOP WITH SOIL AND SOD TO MAKE REINFORCED ROAD EDGE BLEND INTO LANDSCAPE; MARKINGS TO INDICATE ROAD LOCATION TO BE APPROVED BY NHC FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION SE C T I O N 1 a 20 ' D R A I N A G E E A S E M E N T 20' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT E/I 1 E/I 5 E/I 4 E/I 3 FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP 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C T I O N 5 a SEC T I O N 1 a SECTION 3a SEC T I O N 3 a S E C T I O N 1 c S E C T I O N 3 b S E C T I O N 1 b S E C T I O N 4 SEC T I O N 1 b SEC T I O N 7 SEC T I O N 1 a SEC T I O N 7 SEC T I O N 1 a SEC T I O N 5 b S E C T I O N 1 a S E C T I O N 5 a SEC T I O N 5 c SEC T I O N 3 b SE C T I O N 3 a S E C T I O N 1 c S E C T I O N 3 b S E C T I O N 5 b SECTION 5b SECTION 5a SEC T I O N 1a S E C T I O N 5 c S E C T I O N 2 a SECTION 5 d SECTION 2a SE C T I O N 2 a SE C T I O N 5 c SEC T I O N 5 b S E C T I O N 5 d S E C T I O N 1 a SECTI O N 1 b S E C T I O N 1 a SE C T I O N 1 a SE C T I O N 1 b SEC T I O N 1 c SECTION 1 d SECTIO N 1 b SEC T I O N 1 c SEC T I O N 1 a SEC T I O N 1 c SE C T I O N 1 d SE C T I O N 1 b SE C T I O N 1 c SE C T I O N 1 d S E C T I O N 1 d S E C T I O N 1 c S E C T I O N 2 a S E C T I O N 1 a SEC T I O N 2 a SEC T I O N 2 a S E C T I O N 2 b SE C T I O N 1 a SEC T I O N 2 b SE C T I O N 2 b SEC T I O N 2 b SEC T I O N 5 e SEC T I O N 5 c S E C T I O N 5 b SEC T I O N 1 a SEC T I O N 2 b SE C T I O N 1 c SEC T I O N 1 c 2 3 45678910 11 12 13 14 15 16 17 18 19 20 2122 2324252627282930 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 727374 75 76 77 78 79 80 81 8283 8485 86 8788 8990 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124 125126 127 128 129 130 131 132 133 134 135 136 137 138139 140141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191192 193 194 195 196197 198 199200201 202203204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226227228 229230231232233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255256257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 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E A L L E Y B R O A D R 5 0 ' P R I V A T E R O W RO A D S 50' P R I V A T E R O W RO A D B 50' P R I V A T E R O W ROA D F 50' P R I V A T E R O W RO A D C 50 ' P R I V A T E R O W ROA D D 50' P R I V A T E R O W ROA D J 50' P R I V A T E R O W 20' P R I V A T E A L L E Y C RO A D R 50' P R I V A T E R O W RO A D R 50' P R I V A T E R O W R O A D T 50' P R I V A T E R O W S L E D G E R D V A R I A B L E W I D T H P R I V A T E R O W WE T WET WET WET WET WET WET WE T WE T WETWET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WETWET WE T WE T WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WETWET WET WETW WE T WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WE T WET WET WET WET WE T WET WET WET WET WET WET WET WET WE T WE T WET WE T WET WE T WET WET WET WET WET WET WE T WET WET 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WE T WE T WET WE T WET WET WET WET WE T WET WET WETWET WET WE T WET WET WET WET WET WE T WETWE T WE T WET WE T WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD PARKING REQUIREMENTS ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS TRAILHEAD VILLAGE - WECLOME CENTER PARKING TOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDO TOTAL PROVIDED:92 SPACES PRIMARY AMENITY - PHASE 1: TOTAL REQUIRED:NO REQUIREMENTS SPECIFIED IN UDO TOTAL PROVIDED:230 SPACES RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA: SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER BUILDING HEIGHT MAXIMUM: 40' HT MAX. BUILDING SEPARATION 10' MIN. FRONT SETBACK: 5' MIN SIDE SETBACK: 5' MIN REAR SETBACK: 10' MIN. LANDSCAPING & BUFFERING NOTES 1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY UDO 2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY. VEGETATION WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING MATERIAL AND MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER ACCESS WHERE POSSIBLE. 3. BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THE WIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE AS NEEDED. SIDEWALKS 1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALL PROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THE ROAD. WASTE DISPOSAL WASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS.. THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. DEVELOPMENT NOTES: 1. REFER TO DEVELOPMENT'S MASTER PLAN FOR FULL PHASING INFORMATION. 2. PHASE 1 INCLUDES 5 NEIGHBORHOOD SECTIONS, THE MAIN AMENITY CAMPUS, MODEL HOMES, SALES CENTER. 3. CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN 100 HOMES PROPOSED FOR CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING INSTALLED. DEVELOPER WILL WORK WITH NHC FIRE MARSHAL'S OFFICE TO FURTHER IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD. 4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD STANDARDS UNLESS OTHERWISE NOTED. 5. SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR KNOX BOX/LOCK EQUIPMENT AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION. 6. ALL FUTURE PHASES OF DEVELOPMENT WILL BE SUBMITTED FOR REVIEW AND PERMITTING. 7. MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC. 8. AMENITY CAMPUS WILL BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICE DEVELOPED IN THIS FIRST PHASE OF DEVELOPMENT. 9. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. 10. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO. 11. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC IMPROVEMENTS WILL BE INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY THE FINAL TIA APPROVAL. 12. THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NO SPECIMEN TREES WERE FOUND IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER TREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED.. A TREE REMOVAL PERMIT WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL OR MITIGATION. 13. CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS TO SERVE PROPERTY. 14. 20' MINIMUM EASEMENTS WILL BE PLACED ON STORMWATER INFRASTRUCTURE. EASEMENTS WILL BE DESIGNED IN ACCORDANCE WITH NHC ENGINEERING REQUIREMENTS. SL E D G E R D CR O W A T A N R D CAS T L E H A Y N E R D M C D O U G A L D D R PRIVATE PRIVATE GE WETLANDS, TYP. INDIA N C O R N T R A I L DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : AH E JR C AH E 1" = 3 0 0 ' 03 / 1 7 / 2 5 23355.PE 19 0 0 W . M o r e h e a d S t . , S u i t e 1 0 2 Ch a r l o t t e , N C 2 8 2 0 8 RE V . 1 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 03 / 1 7 / 2 5 C-2.0 BR O A D W A T E R B R A N C H 24 WATER LINE SETBACKS EASEMENTS W W W BUILDING HATCH SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY LEGEND STREETLIGHT SANITARY SEWERSSSS LOT LINE EXISTING CONTOUR LINE RIGHT-OF-WAY LINE PHASE/SECTION LINES PROPERTY LINE FORCE MAINFMFM WETLANDS, TYP. B R O A D W A T E R B R A N C H SITE DATA: TOTAL GROSS SITE ACREAGE:± 4,038.98 AC WETLANDS TOTAL WETLANDS WITHIN PROPERTY BOUNDARY: ± 3,080.0 AC iNCL: TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 3064.16 AC TOTAL MARSH WETLANDS: ± 5.9 AC OTHER 404 WETLANDS: ± 9.94 AC CONSERVATION RESOURCE PRESERVATION REQUIREMENTS: SWAMP FOREST & POCOSIN = + 3064.16 X 0.5 = + 1532.08 AC CONSERVED MARSH = + 5.9 AC X 0.8 = + 4.72 AC CONSERVED TOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED:± 3,068.88 AC TOTAL PERFORMANCE RESIDENTIAL CONSERVATION AREA PRESERVATION REQUIRED: ± 3,070.06 AC TOTAL CONSERVATION AREA PROVIDED :± 3,070.06 AC MIN. CLASS IV SOILS TOTAL POTENTIAL CLASS IV SOILS OUTSIDE OF WETLANDS: ± 3.56 AC (PENDING SITE SPECIFIC SOILS ANALYSIS) ALLOWABLE DENSITY TOTAL NET SITE ACREAGE (4038.98 AC - 5.9 AC MARSH - 3.56 AC CLASS IV SOIL): ± 4,029.52 AC TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 4,029 UNITS MAX. OPEN SPACE PERFORMANCE RESIDENTIAL TOTAL REQUIRED OPEN SPACE: 807.80 AC (20% MIN.) PROPOSED OPEN SPACE: 3,070.06 WETLAND CONSERVATION + 20.76 AC AMENITY CAMPUS = ± 3,090.82 AC MIN. OPEN SPACE (76.52% MIN.) SITE OWNERSHIP INFORMATION PROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROAD CASTLE HAYNE, NC 28429 PROPERTY OWNERS:SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC PARCEL PINS & DEED BK: R00900-001-001-000 (23.01 AC) R00900-001-002-000 (23.01 AC) D.B. 6486, PG. 1782 ZONING, FLOOD ZONE & WETLAND INFORMATION CURRENT ZONING:RA PROPOSED USE:RESIDENTIAL FUTURE LAND USE CLASSIFICATION: COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200L, 3720321200L, 3720320100L, 3720322200L BEARING AN EFFECTIVE DATE OF JANUARY 17, 2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE DATE OF AUGUST 28,2018. WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW PROCESS. N O R T HSCALE: 1"=300' 0 150 300 600 1200 GRAPHIC SCALE PHASE DATA: TOTAL PHASE 1 SINGLE FAMILY UNITS :647 LOTS PROPOSED TOTAL PHASE 1 NET DEVELOPMENT AREA (EXCLUDING WETLANDS):295.19 AC UPLANDS TOTAL PHASE 1 LOT DEVELOPMENT AREA: 217.93 AC UPLANDS TOTAL DENSITY FOR PHASE 1 AREA:2.97 AC ALL PHASE 1 LOTS ARE 130' DEEP; SEE PHASE LOT CALCULATIONS CHART FOR WIDTHS SECONDARY ACCESS ROAD; THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION FUTURE AMENITY AREA PRIMARY AMENITY PHASE 1 AREA ± 16 AC; INCLUDES INDOOR & OUTDOOR POOL, CLUBHOUSE, INDOOR & OUTDOOR FITNESS, TERRACED DECKS / OVERLOOKS AE FLOOD ZONE SHADED X FLOOD ZONE COUNTY'S COD 25' SETBACK FROM SWAMP FOREST WETLANDS, TYP. WETLAND LINE, TYP. DEVELOPMENT AREA SECTIONS, TYP. TEMPORARY FIRE ACCESS ROAD IF NEEDED THIS PHASE; COMPLETE ROAD SECTION TO BE CONSTRUCTED WITH FUTURE PHASES OF DEVELOPMENT TEMPORARY FIRE ACCESS ROAD IF NEEDED THIS PHASE; COMPLETE ROAD SECTION TO BE CONSTRUCTED WITH FUTURE PHASES OF DEVELOPMENT PICKLEBALL & TENNIS COURTS WITH 47 PARKING SPACES STORMWATER FACILITY, TYP. SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS WILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHEN SECONDARY ACCESS NEEDED & IN WHICH LOCATION T A L L O A K S D R I V E FUTURE DEVELOPMENT AREA, TYP. ROAD CONNECTION TO FUTURE DEVELOPMENT TO CONNECT TO PHASE 1 ROADS, TYP. DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : OH E BOX C U L V E R T CA S T L E H A Y 10 0 ' R I G H T O E/I 6 E/I 5 W W W W W W W W W W WW E/I 6 E/I 5W RPW 2 RP W 9 RPW 1 RP W 5 R P W 6 W W W W W W W WW 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 20' SIDE S ETBAC K 40' FR O N T S E T B A C K 20' SIDE SETBACK 30' REAR SETBACK 30' DRAINAGE EASEMENT 30' DR A INAGE EASEM E N T SEC T I O N 1 a SEC T I O N 7 SECTIO N 5 d SECTION 2a SE C T I O N 2 a SE C T I O N 5 c S E C T I O N 5 d S E C T I O N 1 a O N 1 a S S S S S S S S SS SS SS SS 20' SIDE S ETBAC K 40' FR O N T S E T B A C K 20' SIDE SETBACK 30' REAR SETBACK 30' DRAINAGE EASEMENT 30' DR A INAGE EASEM E N T 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 476 477 478 479 480 481 482 483 484 485 486 487488489 490 491 492 493 494 495 496 497 498 499 500 501 546 547 O A D K R I V A T E R O W 50' P R S L E D G E R D V A R I A B L E W I D T H P R I V A T E R O W OH E OH E OH E OHE BO X C U L V E R T W W W W W W RP W 9 W W W W W W W W W W SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS WILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHEN SECONDARY ACCESS NEEDED & IN WHICH LOCATION N O R T H EXISTING SLEDGE ROAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PENDING TIA REQUIREMENTS. FINAL ROAD DESIGN WILL BE REVIEWED AND APPROVED BY NCDOT EXISTING EASEMENT FOR EXISTING SLEDGE ROAD ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE SURROUNDING; PERMITTED SEPARATELY SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD SCALE: 1" = 60' ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE SURROUNDING; PERMITTED SEPARATELY UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUA REVIEW AND COORDINATION PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULL MOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIA APPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOT WILL REVIEW AND APPROVAL DRIVEWAY DESIGN SL E D G E R O A D 50' P U B L I C R O W SLE D G E R D 50' P U B L I C R O W CAS T L E H A Y N E R D . 100 ' P U B L I C R O W CAS T L E H A Y N E R D . 100 ' P U B L I C R O W D E K K E R R D 6 0 ' P U B L I C R O W BERG L N60' PUB L I C R O W DIRCK R D . 10' WIDE NON-MUNICIPAL UTILITY EASEMENT EITHER SIDE OF ALL RIGHT OF WAYS THIS DEVELOPMENT EXCEPT IN NARROW PART OF SLEDGE ROAD ENTRANCE BETWEEN GE AND ADJACENT NEIGHBORHOOD STREETLIGHT, TYP. FUTURE DEVELOPMENT SECTION LINE; SEE MASTER PLAN FOR DETAILS LANDSCAPE BUFFER & TRAIL AREA BETWEEN ROW AND PROPERTY LINE SHARED PROPERTY LINE WITH GE WETLANDS ALONG EXISTING CREEK DEVELOPMENT SECTION LINE, TYP. EXISTING OLD POWERLINE EASEMENT TO BE ABANDONED GATE HOUSE & MAIN RESIDENTIAL ENTRANCE TO NEIGHBORHOODS DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : AH E JR C AH E 1" = 2 0 0 ' 03 / 1 7 / 2 5 23355.PE 19 0 0 W . M o r e h e a d S t . , S u i t e 1 0 2 Ch a r l o t t e , N C 2 8 2 0 8 RE V . 1 T R C C o m m e n t s R e s u b m i t t a l & P l a n R e v i s i o n s 03 / 1 7 / 2 5 C-2.1 N O R T HSCALE: 1"=200' 0 100 200 400 800 GRAPHIC SCALE LANDSCAPE & BUFFER COORIDOR EITHER SIDE MAIN ENTRANCE ROAD; VARIABLE WIDTH, TYP. STORMWATER FACILITY, TYP. EXISTING DITCH, TYP. EXISTING EASEMENT FOR EXISTING SLEDGE ROAD PHASE 1 TRAILHEAD VILLAGE - WELCOME CENTER CAMPUS INCLUDING SALES CENTER & ASSOCIATED COMMUNITY AMENITIES AND PARKING PHASE 2 FUTURE DEVELOPMENT; THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION REQUIRED 20' MIN. BUFFER, TYP. TRAILHEAD 4 T R A I L H E A D 3 TRAI L H E A D 2 TRAIL- HEAD 1 TRAILH E A D 5 M C D O U G A L D D R I V E 6 0 ' P U B L I C R O W PHASE 2 FUTURE DEVELOPMENT; THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION 24 WATER LINE SETBACKS EASEMENTS W W W BUILDING HATCH SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY LEGEND STREETLIGHT SANITARY SEWERSSSS LOT LINE EXISTING CONTOUR LINE RIGHT-OF-WAY LINE PHASE/SECTION LINES PROPERTY LINE FORCE MAINFMFM WATER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA SEWER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans, signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14' ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown (see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGH T T R IANG LE 10 ' B Y 70 'S I GH T T R I ANG L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENT MIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINE DRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINE DRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE NEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE NEAREST OUTFALL ELEVATION