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Home My WebLink AboutBlue Bay Townhomes TRC Comments Compiled Blue Bay Townhomes – Major Subdivision – TRC Review Page | 1 To: John Wall, Timmons Group –john.wall@timmons.com From: Zach Dickerson – Senior Planner Date: June 19th TRC Review PID#: R01100-008-010-000 Egov# SUBPP-24-0005 Subject: Blue Bay Townhomes Preliminary Plan TRC Review The following comments have been received for the June 19th, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Zachary Dickerson 910-798-7450 1. General Comments a. Zoning is RMF-L- this is a proposed Performance Residential Development. i. Concept plan approved up to 278 townhomes, please note this TRC site plan proposes only 263. ii. The site proposes 25.94 acres of open space. b. Please note whether this is a Performance Residential Development or a Conventional Residential Development. Staff’s understanding from the original proposal for townhomes put this as a Performance Residential Development, which only requires a 20’ peripheral setback around the boundary of the property. i. In a performance residential development, the standard RMF-L district setbacks do not apply. c. Please note that the amenity center is considered a separate use from the townhomes and will require its own site plan review when that site is ready to move forward. d. Thank you for noting the conditions of the rezoning on the site plan! 2. UDO Section 5.1, Parking and Loading a. Just noting for paperwork purposes: townhomes require 2 parking spaces per dwelling unit. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 2 b. Is parking planned to be in garages in/under the townhomes or in driveways out front? 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please detail if this is the intended bike/ped connection to the multifamily side of this development, as outlined in the conditions of the rezoning. b. Will the internal roads be public or private? 4. UDO Section 5.3, Tree Retention a. The tree survey is a little confusing. For example, it looks like trees are noted for removal in the example below but are not elsewhere on the site. b. Trees planned for removal for the townhome sites and the stormwater ponds will be required to be shown on the tree survey and for the tree removal permit. 5. UDO Section 5.4, Landscaping and Buffering a. A Type A: Opaque Transitional Buffer is required along the southern boundary of the site where the site abuts the R-15 zoning. b. Foundation plantings are not required for the townhome buildings, but they will be for the amenity center. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 3 c. Please detail landscaping for the parking lots throughout the development. Please note that parking lot landscaping calculations can be found in UDO Section 5.4.5. d. Street yard is not required for residential development unless built to the commercial building code. e. Please note that the landscaping standards require 15 trees per acre to be planted or retained for all development. This can likely be ironed out during the tree removal permit process, since trees retained for that permit can be counted towards this requirement. 6. UDO Section 5.5, Lighting a. Is any new lighting proposed for this development? b. Please note a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. 7. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there is pocosin present on the site. However, there are no Class IV soils on the site, so the Conservation Resource Standards do not apply on this site. 9. UDO Article 6, Subdivision Design and Improvements. a. Per Article 6’s Section on Street Connectivity Standards, the street network for any subdivision shall achieve a connectivity ratio of not less than 1.4. b. There are 19 links on this site and 13 nodes, for a link:node ratio of 1.46. This requirement is met. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 4 NHC Fire Services, Ray Griswold 910-798-7448 1. Fire finals required 2. Move fire hydrant at lot #61 to lot #57 3. Move fire hydrant at lot #31 to area of lot #19 NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit the permit applications documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. The offsite drainage coming from the north and west that will be routed through the site via culverts and ditches shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 3. Please include the offsite roadway plans for the work identified in the TIA with the permit submission. 4. Please contact the State for their stormwater permitting requirements. It is anticipated a high density permit will be necessary. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks to surrounding properties’ well and septic systems. 2. Site plan reflects connection to public water. Proposed infrastructure does not violate setbacks to surrounding properties’ well or septic systems. NHC Addressing, Katherine May 910-798-7443 1. Seven street names are required. Please contact me with the street name suggestions prior to TRC approval. 2. Addresses will be assigned following TRC approval. Blue Bay Townhomes – Major Subdivision – TRC Review Page | 5 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 4. CFPUA water available. 5. CFPUA sewer will be available through mainline extension and installation of pump station. 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Please see attached PDF. WMPO, Scott James 910-473-5130 1. See attachment. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Jurisdictional determination completed and is reflected on site plan and permit expected. ILM International Airport, Granseur Dick 910-341-4333 x 1016 1. Development is adjacent to an active FAA-owned Navigational Aid to Aviation Facility. Please submit an air case study for FAA review. More information can be found at https://oeaaa.faa.gov/oeaaa/external/portal.jsp and expect to use the following form: https://www.faa.gov/forms/index.cfm/go/document.information/documentID/186273 Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison NCDEMLR, Dan Sams DCM, Tanya Pietila STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER 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: June 5, 2024 Subject: Blue Bay Townhomes – 5735 Blue Clay 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). 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: Per the approved TIA (included) onsite and offsite roadway improvements are required. The approved TIA was not done in phases so all improvements will need to be installed with the initial phase. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. x Figure 8-10 Recommended Treatment for Turn Lanes (Included). Site Plan Comments: Add to the plan sheets that the proposed subdivision is private and will not be eligible to be added to the State Highway System for maintenance per General Statute: 136-102.6 Submit plans showing the required roadway improvements. Hydraulic calculations and associated plan sheets will need to be submitted for the site due to the proposed discharge within the NCDOT right of way. x This will be reviewed by the NCDOT Hydraulics Unit. 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. o Reference table 3-1 below for design requirements. Show and label all gates with distances to the right of way line, x No gates allowed within 100’ from the r/w line. 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. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 April 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Based upon the review of the analysis provided, the following improvements are required of this development: I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) x Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 2 of 3 SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) x Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. x Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) x No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) x Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). x Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. x Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) x Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane. x Provide stop controls for eastbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 3 of 3 Please feel free to contact me at (910) 473 – 5130 if you have any questions regarding this approval. Sincerely, Scott A. James, PE Transportation Planning Engineer Wilmington Urban Area MPO Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Jessi Leonard, PE, Assistant Division Maintenance Engineer, NCDOT Stonewall Mathis, PE, Deputy Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Robert Farrell, Senior Planner, New Hanover County Julian Griffee, Current Planner, New Hanover County Jamar Johnson, EI, Engineering Associate, WMPO INV=25.78 INV=25.72 18 RCP HOLLY SHELTER ROAD - S.R. 1002 100' PUBLIC R/W BLU E C LAY ROAD - S.R. 1318 60' PUBLIC R/W GLAZIER RD.60' PUBLIC R/WD.B. 984, PG. 224 BLUE CLAY ROAD - S.R. 1318 60' PU B L IC R/W INV 25.VVVINV=25.INV=25. INV 25 7INV=25.INV=25. AYROAD - S.R. 1318 BLU E C LAY ROAD - S.R. 1318 AYROAD - S.R. 1318 60' PUBLIC R/W 60'PUB SITE HOLLY SHE L T E R R D - S R 1 0 0 2 B L U E C L A Y R D - S R 1 3 1 8 GLAZIER RD JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t an d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 0 . 0 - C O V R . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y PROPOSED USE: PROJECT: SITE DATA ENGINEER: TOTAL SITE AREA: PROPERTY LOCATION: DEVELOPER: RESIDENTIAL BLUE BAY TOWNHOMES JOHN WALL, PE PHONE: 910-746-1174 WILMINGTON, NC 28403 430 EASTWOOD ROAD TIMMONS GROUP EMAIL: JOHN.WALL@TIMMONS.COM D.R. HORTON 6752 PARKER FARM DRIVE, SUITE 210 5735 BLUE CLAY RD WILMINGTON, NC 28403 GRAYSON MORGAN TECHNICAL REVIEW COMMITTEE SUBMITTAL NEW HANOVER COUNTY, NORTH CAROLINA 49.38 AC. ZONING:RMF-L EXISTING USE: VACANT BLUE BAY TOWNHOMES GAMORGAN@DRHORTON.COM PHONE: 910-602-8215 1" = 1000'OWNER:BLUE TANK LLC 24 BACKFIN PT WILMINGTON, NC 28411 PID: R01100-008-010-000 (CONDITIONALLY REZONED WITH CASE NUMBER Z23-12 ON 8/7/2023) CLASS IV SOILS:2.11 AC. NET AREA:47.27± AC. Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 1 OF 2 C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 2 OF 2 C2.0 OVERALL SITE PLAN C2.1 DETAILED SITE PLAN - SHEET 1 OF 3 C2.2 DETAILED SITE PLAN - SHEET 2 OF 3 C2.3 DETAILED SITE PLAN - SHEET 3 OF 3 C3.0 OVERALL SITE UTILITY PLAN C3.1 DETAILED SITE UTILITY PLAN - SHEET 1 OF 3 C3.2 DETAILED SITE UTILITY PLAN - SHEET 2 OF 3 C3.3 DETAILED SITE UTILITY PLAN - SHEET 3 OF 3 C3.4 DETAILED OFFSITE UTILITY PLAN - SHEET 1 OF 3 C3.5 DETAILED OFFSITE UTILITY PLAN - SHEET 2 OF 3 C3.6 DETAILED OFFSITE UTILITY PLAN - SHEET 3 OF 3 C4.0 OVERALL GRADING AND DRAINAGE PLAN C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 3 C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 3 C4.3 DETAILED GRADING AND DRAINAGE PLAN - SHEET 3 OF 3 C5.0 OVERALL TREE MITIGATION PLAN C5.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 7 C5.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 7 C5.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 7 C5.4 DETAILED TREE MITIGATION PLAN - SHEET 4 OF 7 C5.5 DETAILED TREE MITIGATION PLAN - SHEET 5 OF 7 C5.6 DETAILED TREE MITIGATION PLAN - SHEET 6 OF 7 C5.7 TREE REMOVAL AND MITIGATION TABLES C6.0 SITE NOTES AND DETAILS C6.1 UTILITY NOTES AND DETAILS C6.2 UTILITY NOTES AND DETAILS C6.3 UTILITY NOTES AND DETAILS C6.4 UTILITY NOTES AND DETAILS C6.5 STORM SEWER NOTES AND DETAILS C6.6 STORM SEWER NOTES AND DETAILS X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133 128 132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 45 46474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCP INV=23.73 INV=22.86 INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" RCP INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" R C P 18" R C P 18" RCP 12" R C P 18 " R CP 15 " R C P INV=21.25 INV=20.99 18 " C M P 12 " R C P INV=22.74 INV=23.23 INV=23.39 18 " R C P 15 " R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15 " R C P DIRIM=25.94IN(N)=22.39IN(S)=22.04 OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" P V C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00 IN(N)=17.55OUT=16.25 18" RCP INV=16.78 15 " R C P 18 " RC P DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G. 1 7 8 PO W E R L I N E E A S E M E N T D.B . 4 7 7 , PG . 1 7 8 B L U E C L A Y R O A D - S . R . 1 3 1 8 60 ' P U B L I C R / W MATCHLINE C2.1 MATCHLINE C2.2 MATCHLINE C2.1 MATCHLINE C2.3 MA T C H L I N E C 2 . 2 MA T C H L I N E C 2 . 3 S77°43'26"W 68.60'R=200.00' L=65.61' S58°5 5 ' 3 5 " W 100.0 0 ' R=200.00' L=203.36' N62 ° 4 8 ' 5 7 " W 110. 6 8 ' R=270.00' L=126.40' N89°38'18"W 111.14' R=270.00' L=431.32' S1 ° 1 0 ' 0 0 " E 14 9 . 8 3 ' R=2500.00' L=487.58' S 1 2 ° 2 0 ' 2 9 " E 4 6 8 . 5 7 ' S77°39'31"W 142.11' R=140.00' L=443.81' N77°39'31"E 142.11' N77°39'31"E 816.15' R=100.00' L=157.08' N 1 2 ° 2 0 ' 2 9 " W 2 9 2 . 6 0 ' S77°39'31"W 677.18' R=100.00' L=157.08' S 1 2 ° 2 0 ' 2 9 " E 2 9 2 . 6 0 ' N 1 2 ° 2 0 ' 2 9 " W 3 9 2 . 6 0 ' S1 6 ° 5 9 ' 3 4 " W 86 . 4 2 ' R=250.00' L=237.79' R=125.00' L=205.55' R=250.00' L=268.42' N 1 3 ° 0 7 ' 2 7 " W 8 0 . 0 0 ' N1 6 ° 5 9 ' 3 4 " E 98 . 6 5 ' R=55.00' L=70.70' S89°21'21"E 100.00' R=55.00' L=73.18' S 1 3 ° 0 7 ' 2 7 " E 9 5 . 4 7 ' N1 ° 1 0 ' 0 0 " W 34 0 . 6 2 ' R=100.00' L=25.54' N15°48'04"W 21.26' S88°50'00"W 210.40' B L U E C L A Y R O A D - S . R . 1 3 1 8 6 0 ' P U B L I C R / W JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t an d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS AMENITY AREA OPEN SPACE DEVELOPER: ENGINEER: TIMMONS GROUP JOHN WALL, PE 430 EASTWOOD ROAD WILMINGTON, NC 28403 PHONE: 910-746-1174 SITE DATA PROPOSED NUMBER OF LOTS = 263 TOTAL GROSS ACREAGE OF PARCEL = 49.38 ACRES ZONING = LAND USE = MULTI-FAMILY RESIDENTIAL TOWNHOMES PROVIDED OPEN SPACE AREA = 25.94 AC (52.53%) PROPOSED DENSITY = 5.33 du/a RMF-L EMAIL: JOHN.WALL@TIMMONS.COM USPS NOTE CLUSTER MAILBOXES TO BE LOCATED ON ROAD A AND ROAD E. KIOSK LOCATION SHALL BE APPROVED BY USPS PRIOR TO SUBDIVISION APPROVAL. IF TEMPORARY LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS. MAIL KIOSK WILL HAVE MARKED CROSSWALK WITH ADA COMPLIANT RAMPS AND PARKING SPACES. FRONT YARD = 20' SIDE YARD = 5' REAR YARD = 15' SETBACKS TABLE GENERAL SITE NOTES 1. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING THE PERMITS. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. 4. ALL UTILITIES SHALL BE UNDERGROUND. 5. EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA). 6. NEW HANOVER COUNTY EROSION CONTROL PERMIT AND NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 7. CONSTRUCTION DRAWINGS MUST BE FULLY APPROVED PRIOR TO CONSTRUCTION. 8. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 9. STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY PRIOR TO FINAL PLAT. 10. ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TO NEW HANOVER COUNTY STANDARDS/NCDOT PAVEMENT AND SUBGRADE STANDARDS). 11. EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING SPACES PER LOT OUTSIDE OF THE R/W. 12. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 13. THE HOME OWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STREETS, STORMWATER SYSTEMS AND OPEN SPACE AREAS. 14. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF ENGINEERS. 15. ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5 OF THE NEW HANOVER COUNTY UDO. 16. COUNTY AND/OR STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS SHALL BE CUT OFF OR DISTURBED BEFORE OBTAINING PERMITS. 17. PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATER AND SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY CFPUA. 18. ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT OF WAY. 19. A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN THE WETLANDS WHERE APPLICABLE, PRIOR TO THE START OF ANY WORK. 20. A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD. TYPICAL LOT SIZE INTERIOR LOTS: 20' x 90' NOTE: THE SMALLEST LOT IN THE SUBDIVISION IS 20' x 90' (1800 SF) END LOTS: 34' x 90' CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVED REZONING FROM I-1 TO RMF-L: 1. THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITY BETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THE SINGLE-FAMILY PHASED DEVELOPMENT. 2. NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND A MAXIMUM OF 3 STORIES. 3. A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'S CHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THE PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND INDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, AND HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY OCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALL ALSO BE PROVIDED WITH ALL FUTURE LEASES. SIDE YARD ABUTTING STREET = 10' D.R. HORTON 6752 PARKER FARM DRIVE, SUITE 210 WILMINGTON, NC 28403 GRAYSON MORGAN GAMORGAN@DRHORTON.COM PHONE: 910-602-8215 TOTAL NET ACREAGE OF PARCEL = 49.38 ACRES 1/4"/FT. 5'22' 50' PRIVATE RIGHT OF WAY PAVEMENT LC 2' 1/4"/FT. SLOPE 3:1 MAX SLOPE 3:1 MAX TYPICAL CROSS SECTION FOR 50' R/W 11' TRAVEL LANE 6' SI D E WA L K 2' VALLEY GUTTER 2' VALLEY GUTTER PRIME COAT NOT TO SCALE 1' 1/4"/FT. 2' 1/4"/FT. 11' TRAVEL LANE 13.5' 24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180 PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ON GEOTECHNICAL REPORT/RECOMMENDATIONS BY NV5 ENGINEERS AND CONSULTANTS, INC. DATED 8/31/2023. SURFACE: 1" TYPE S9.5B @ 110 LBS/SY/IN BINDER: 2" TYPE S9.5C @ 112 LBS/SY/IN BASE: 8" TYPE B25.0C ASPHALT CONCRETE BASE COURSE @ 114 LBS/SY/IN OPEN SPACE CLASS IV SOILS AREA = 0.00 ACRES MAXIMUM ALLOWED DENSITY = 10.0 du/a REQUIRED OPEN SPACE AREA = 9.88 AC (20.00%) BUILDING HEIGHT MAXIMUM = 3 STORIES MAXIMUM BUILDING SEPARATION = 20' MINIMUM BUILDING MATERIAL = TYPE V-A X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133 128 132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 45 46474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCP INV=23.73 INV=22.86 INV=25.78 INV=25.72 18 R C P INV=17.54 72" CMP 18" RC P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" R C P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" R C P 18" R C P 18" RCP 12 " R C P 18 " R C P 15 " R CP INV=21.25 INV=20.99 18 " C M P 12 " R C P INV=22.74 INV=23.23 INV=23.39 18 " R CP 15 " R CP INV=24.26 INV=24.75 INV=23.99 INV=24.17 15" R C P INV 22.84 DIRIM=25.94IN(N)=22.39 IN(S)=22.04OUT=21.99 DIRIM=24.48 IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" P V C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.25 18" RCPINV=16.78 15 " R C P 18 " R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DIRIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R LI N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 B L U E C L A Y R O A D - S . R . 1 3 1 8 60 ' P U B L I C R / W MATCHLINE C3.1 MATCHLINE C3.2 MATCHLINE C3.1 MATCHLINE C3.3 MA T C H L I N E C 3 . 2 MA T C H L I N E C 3 . 3 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 F M F M 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 8''W8''W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SA N SA N S A N SAN SAN S A N S A N SAN S A N S A N 8''W 8''W 8''W8''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 S MATCHLINE C3.3 MATCHLINE C3.4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t an d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 3 . 0 - U T I L . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. WATERMAIN PR O P E R T Y LI N E 10' SINGLE 1" WATER SERVICE PER CFPUA STD. (TYP) SEWERMAIN SINGLE 4" SEWER SERVICE PER CFPUA STD. (TYP) VARIES PUBLIC UTILITY EASEMENT R/W SIDEWALK TYPICAL SERVICE DETAIL NOT TO SCALE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S UTILITY NOTES 1. ALL WATER MAINS TO BE 8" DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED OTHERWISE ON PLANS. 2. MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET. 3. ALL WATER METER SETTINGS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM LOT CORNER, UNLESS OTHERWISE NOTED. 4. ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS. 5. ALL GATE VALVES ARE TO BE LOCATED WITHIN UTILITY STRIP. GATE VALVES ARE NOT TO BE LOCATED WITHIN PAVEMENT OR THE GUTTER PAN. 6. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 7. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. 8. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE. 9. A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES. 10. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS. 11. TIE-INS ARE NOT TO BE MADE UNTIL THE NEW EXTENSION HAS COMPLETED THE DISINFECTION REQUIREMENTS IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY DESIGN STANDARDS AND SPECIFICATIONS AND COORDINATED WITH UTILITIES. 12. CONDUCT WATERLINE CUT-IN OPERATIONS DURING NON-PEAK HOURS AND ALERT AFFECTED PROPERTY OWNERS PRIOR TO WATERLINE SHUT OFF AND AFTER SERVICE IS RESTORED. 13. ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS. 14. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY THE N.C. DEPT. OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES. 15. A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST BE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 16. MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED: a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND WATER PIPES. b. MINIMUM VERTICAL CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY SEWER PIPES. c. MINIMUM VERTICAL CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER UTILITIES. d. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES OF CROSSING. e. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES OF CROSSING. 12. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED. 13. INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER. 14. 6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN ELEVATION MATCHED TO THE MAIN LINE. 15. SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED GRADE. 16. PROJECT TO BE BUILT TO CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY MANAGEMENT. 17. THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES. 18. ALL TOWNHOME BUILDINGS WILL HAVE WATER SERVED BY A GANG METER THAT SERVES EACH UNIT IN THE BUILDING. SEE THE CFPUA DETAIL W-15. 1. FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF STEAMER CONNECTION TO FINISHED GRADE. 2. ALL FIRE HYDRANTS REQUIRE A 5" STORZ CONNECTION ON THE STEAMER CONNECTION OF THE HYDRANT. 3. FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM STREET VIEW BY LANDSCAPING OR OTHER UTILITIES FOR A 3' RADIUS AROUND THE HYDRANT. 4. THERE SHALL BE UNOBSTRUCTED ACCESS TO THE FIRE HYDRANT FIRE HYDRANT NOTES LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT EXISTING WETLANDS X X X 163 147 119 103 87 162 146 118 102 86 178 161 145 117 101 73 177 160 144 116 100 72 176 159 143 115 99 71 175 158 142 114 98 70 174 157 141 113 97 69 173 156 140 112 96 68 172 155 139 111 95 67 171 154 138 110 94 66 170 153 137 109 93 169 152 136 108 92 168 151 123 107 91 167 150 122 106 90 165 149 121 105 89 164 148 120 104 88 1 17 52 82 251 234 2 18 53 83 250 233 3 19 54 84 249 4 20 55 85 248 231 5 21 56 247 6 22 57 263 246 723 58 261 245 8 16 24 51 59 81 260 252 244 235 9 25 60 259 243 10 26 61 258 242 11 27 78 257 241 12 28 77 256 239 13 29 76 255 238 14 30 75 254 237 15 50 80 253 236 62 63 64 65 OS #2 AMENITY AREA 33 39 32 38 31 37 44 36 43 OS #1 42 35 41 34 40 126 130 125 OS #4 124 135 134 129 133 128 132 127 131 213 221 206 214 222 205 207 215 223 204 208 216 224 203 209 217 225 210 218 226 211 219 227 212 220 OS #6 194 186 199 193 185 200 192 184 201 191 183 202 198 190 182 OS #9 197 189 181 196 188 180 195 187 179 OS #11 OS #3 262 229 OS #7 OS #8 OS #5 OS #10 45 46474849 232 230 228 240 166 79 74 SCM 1 SCM 2 SCM 3 SCM 3 SCM 4 SCM 5 18" RCP INV=23.73 INV=22.86 INV=25.78 INV=25.72 18 R C P INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" R C P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" R C P 18" RC P 18" RCP 12 " R C P 18 " R C P 15 " R C P INV=21.25 INV=20.99 18 " C M P 12 " R C P INV=22.74 INV=23.23 INV=23.39 18 " R C P 15 " R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15 " R C P DIRIM=25.94IN(N)=22.39 IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" P V C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99 IN(S)=17.00IN(N)=17.55OUT=16.25 18" RCPINV=16.78 15 " R C P 18 " R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DI RIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39 IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W O H P O H P OH P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 B L U E C L A Y R O A D - S . R . 1 3 1 8 60 ' P U B L I C R / W MATCHLINE C4.1 MATCHLINE C4.2 MATCHLINE C4.1 MATCHLINE C4.3 MA T C H L I N E C 4 . 2 MA T C H L I N E C 4 . 3 2 8 28 2 8 28 2 8 28 28 28 28 28 29 29 28 28 27 27 27 2 7 26 28 28 28 29 29 28 28 28 28 2 8 28 2 8 2 6 28 27 2 6 26 27 27 27 28 28 27 2 7 2 7 28 28 2 7 22 26 23 2 7 28 2 4 27 27 27 17 26 26 26 24 25 16 19 27 19 27 27 19 25 27 17 27 17 27 25 2529 28 23 28 23 27 2 9 2 9 2 9 2 9 3 0 3 0 2 9 2 9 2 8 27 2626 26 2 5 2 5 27 26 27 2 72 8 2 9 2929 1 9 2 7 1927 29 27 27 28 28 28 27 222222 26262626262626262626 7 2222 2 5 2 5 2 5 2 2 5 2 5 2 5 2 5 2 5 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 F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8''W8''W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SA N SA N S A N SAN SAN S A N S A N SAN S A N S A N 8''W 8''W 8''W8''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 S 18" RCP INV=23.73 INV=22.86 INV=25.78 INV=25.72 18 R C P INV=17.54 72" CMP 18" R C P INV=21.98 INV=22.43 INV=19.55 INV=20.21 INV=23.98 INV=23.97 INV=24.90 INV=24.90 18" R C P 18" R C P INV=23.62 INV=22.63 INV=22.63 INV=22.25 INV=22.38 INV=22.64 18" R C P 18" R C P 18" RC P 18" RCP 12 " R C P 18 " R C P 15 " R C P INV=21.25 INV=20.99 18 " C M P 12 " R C P INV=22.74 INV=23.23 INV=23.39 18 " R C P 15 " R C P INV=24.26 INV=24.75 INV=23.99 INV=24.17 15 " R C P DIRIM=25.94IN(N)=22.39 IN(S)=22.04OUT=21.99 DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP 6" P V C INV=22.36 END UKNOWN END UKNOWN DIRIM=21.00IN(W)=16.99 IN(S)=17.00IN(N)=17.55OUT=16.25 18" RCPINV=16.78 15 " R C P 18 " R C P DIRIM=24.63IN(N)=21.88OUT=21.68 DI RIM=25.21IN(N)=22.86OUT=22.75 YIRIM=20.39 IN(W)=15.19OUT=15.15 W W W W W W W W W W W W W O H P O H P OH P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D. B . 4 7 7 , P G . 1 7 8 PO W E R L I N E E A S E M E N T D.B . 4 7 7 , P G . 1 7 8 B L U E C L A Y R O A D - S . R . 1 3 1 8 60 ' P U B L I C R / W JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t an d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 6 3 6 7 7 - B l u e _ T a n k _ T o w n h o m e s \ D W G \ S h e e t \ T R C \ 6 3 6 7 7 - 3 3 1 - C 4 . 0 - G R A D . d w g | P l o t t e d b y A u s t i n M a r t i n BL U E B A Y T O W N H O M E S NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 63677 331 J. WALL 331 5/15/2024 FOR R E V I E W ONL Y 1" = 100' NA D 8 3 0 SCALE 1"=100' 200'100' LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE SITE BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 TW PROPOSED TOP OF WALL250.25 PROPOSED PAD GRADE BW PROPOSED BOTTOM OF WALL250.25 PAD250.25 PROPOSED CATCH BASIN PROPOSED DRAINAGE INLET PROPOSED FLARED END SECTION PROPOSED RCP STORM PIPE PROPOSED ADS HP STORM PIPE PROPOSED ADS N12 WT STORM PIPE NOTES: 1. STATE PERMIT 401/404 SHALL BE OBTAINED PRIOR TO ANY IMPACT TO JUSRISDICTIONAL AND NON-JURISDICTIONAL WETLANDS. 2. AS-BUILT INFORMATION FOR THE STORMWATER INFRASTRUCTURE SHALL BE PROVIDED IN A GIS SHAPEFILE TO THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT FOLLOWING CONSTRUCTION FOR COMPLIANCE. 3. ALL STORMWATER PONDS, PIPES, AND DITCHES OUTSIDE OF RIGHT-OF-WAY SHALL BE WITHIN A PERMANENT DRAINAGE EASEMENT DEDICATED TO NEW HANOVER COUNTY. 4. ALL LOTS WITHOUT REAR YARD DRAINAGE SHALL HAVE ROOF DRAINS THAT LEAD TO THE FRONT YARD TO THEN BE TREATED BY ONE OF THE TWO WET PONDS. THE FOLLOWING LOTS WILL REQUIRE THIS: 1-17, 58-66, 161-164, 190-233. 5. ALL IMPERVIOUS AREA WITHIN THE 50' VEGETATED SETBACK SHALL BE COLLECTED AND TREATED BY ONE OF THE TWO PROPOSED WET PONDS. 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 ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x 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 x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site 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. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ 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 /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated /20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ 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 ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ 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 ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ 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)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ 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) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ 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 x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ 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 ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ 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 ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. Symbol Description Material Transport Pay Item No. Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL) Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL) Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL) Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL) Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL) Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL) Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL) Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL) Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL) Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL) Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL) Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL) Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL) Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL) Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL) Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL) Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL) Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL) Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL) Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL) Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL) Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL) Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL) Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL) Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL) Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL) Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL) Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL) Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL) Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL) Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL) Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL) Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment H1 WHITE EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H2 WHITE SOLID LANE LINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H3 10 FT. WHITE SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H4 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H5 2 FT. - 6 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H10 YELLOW EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1 H11 YELLOW SINGLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 1 H12 10 FT. YELLOW SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H13 YELLOW DOUBLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 2 H14 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25 H20 WHITE EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H21 WHITE SOLID LANE LINE, HRM (6", 120 MIL) Thermo 4890000000-E 1 H22 10 FT. WHITE SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H23 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H24 2 FT. - 6 FT./SP WHITE MINISKI, HRM (6", 90 MIL) Thermo 4890000000-E .25 H30 YELLOW EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1 H31 YELLOW SINGLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 1 H32 10 FT. YELLOW SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H33 YELLOW DOUBLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 2 H34 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25 H40 WHITE GORELINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H43 WHITE SOLID LANE LINE, HRM (8", 90 MIL) Thermo 4890000000-E 1 H44 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (8", 90 MIL) Thermo 4890000000-E .25 H45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 H50 WHITE GORELINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H53 WHITE SOLID LANE LINE, HRM (12", 90 MIL) Thermo 4890000000-E 1 H54 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (12", 90 MIL) Thermo 4890000000-E .25 H55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5 THERMOPLASTIC – HIGHLY REFLECTIVE MEDIA 11/20/2019 Page 3 of 10 Symbol Description Material Transport Pay Item No. 20 mil Linear Length Adjustment V1 WHITE EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V2 WHITE SOLID LANE LINE (4", 20 MIL) Polyurea 4847010000-E 1 V3 10 FT. WHITE SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V10 YELLOW EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1 V11 YELLOW SINGLE CENTER (4", 20 MIL) Polyurea 4847010000-E 1 V12 10 FT. YELLOW SKIP (4", 20 MIL) Polyurea 4847010000-E .25 V13 YELLOW DOUBLE CENTER (4", 20 MIL) Polyurea 4847010000-E 2 V14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25 V20 WHITE EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V21 WHITE SOLID LANE LINE (6", 20 MIL) Polyurea 4847030000-E 1 V22 10 FT. WHITE SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V30 YELLOW EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1 V31 YELLOW SINGLE CENTER (6", 20 MIL) Polyurea 4847030000-E 1 V32 10 FT. YELLOW SKIP (6", 20 MIL) Polyurea 4847030000-E .25 V33 YELLOW DOUBLE CENTER (6", 20 MIL) Polyurea 4847030000-E 2 V34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25 V40 WHITE GORELINE (8", 20 MIL)Polyurea 4847050000-E 1 V43 WHITE SOLID LANE LINE (8", 20 MIL) Polyurea 4847050000-E 1 V44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 20 MIL) Polyurea 4847050000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 20 MIL) (Roundabouts only) Polyurea 4847050000-E .5 V50 WHITE GORELINE (12", 20 MIL) Polyurea 4847070000-E 1 V53 WHITE SOLID LANE LINE (12", 20 MIL) Polyurea 4847070000-E 1 V54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 20 MIL) Polyurea 4847070000-E .25 V55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 20 MIL) (Roundabouts only) Polyurea 4847070000-E .5 POLYUREA, 20 MIL 11/20/2019 Page 4 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment W1 WHITE EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W2 WHITE SOLID LANE LINE (4", 30 MIL) Polyurea 4847020000-E 1 W3 10 FT. WHITE SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W10 YELLOW EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1 W11 YELLOW SINGLE CENTER (4", 30 MIL) Polyurea 4847020000-E 1 W12 10 FT. YELLOW SKIP (4", 30 MIL) Polyurea 4847020000-E .25 W13 YELLOW DOUBLE CENTER (4", 30 MIL) Polyurea 4847020000-E 2 W14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25 W20 WHITE EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W21 WHITE SOLID LANE LINE (6", 30 MIL) Polyurea 4847040000-E 1 W22 10 FT. WHITE SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W30 YELLOW EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1 W31 YELLOW SINGLE CENTER (6", 30 MIL) Polyurea 4847040000-E 1 W32 10 FT. YELLOW SKIP (6", 30 MIL) Polyurea 4847040000-E .25 W33 YELLOW DOUBLE CENTER (6", 30 MIL) Polyurea 4847040000-E 2 W34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25 W40 WHITE GORELINE (8", 30 MIL) Polyurea 4847060000-E 1 W43 WHITE SOLID LANE LINE (8", 30 MIL) Polyurea 4847060000-E 1 W44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 30 MIL) Polyurea 4847060000-E .25 V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 30 MIL) (Roundabouts only) Polyurea 4847060000-E .5 W50 WHITE GORELINE (12", 30 MIL) Polyurea 4847080000-E 1 W53 WHITE SOLID LANE LINE (12", 30 MIL) Polyurea 4847080000-E 1 W54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 30 MIL) Polyurea 4847080000-E .25 W55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 30 MIL) (Roundabouts only) Polyurea 4847080000-E .5 POLYUREA, 30 MIL 11/20/2019 Page 5 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment P1 WHITE EDGELINE (4") Paint 4810000000-E 1 P2 WHITE SOLID LANE LINE (4") Paint 4810000000-E 1 P3 10 FT. WHITE SKIP (4") Paint 4810000000-E .25 P4 3 FT. - 9 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P5 2 FT. - 6 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25 P10 YELLOW EDGELINE (4") Paint 4810000000-E 1 P11 YELLOW SINGLE CENTER (4") Paint 4810000000-E 1 P12 10 FT. YELLOW SKIP (4") Paint 4810000000-E .25 P13 YELLOW DOUBLE CENTER (4") Paint 4810000000-E 2 P14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") Paint 4810000000-E .25 P20 WHITE EDGELINE (6") Paint 4815000000-E 1 P21 WHITE SOLID LANE LINE (6") Paint 4815000000-E 1 P22 10 FT. WHITE SKIP (6") Paint 4815000000-E .25 P23 3 FT. - 9 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P24 2 FT. - 6 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25 P30 YELLOW EDGELINE (6") Paint 4815000000-E 1 P31 YELLOW SINGLE CENTER (6") Paint 4815000000-E 1 P32 10 FT. YELLOW SKIP (6") Paint 4815000000-E .25 P33 YELLOW DOUBLE CENTER (6") Paint 4815000000-E 2 P34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") Paint 4815000000-E .25 P40 WHITE GORELINE (8") Paint 4820000000-E 1 P41 WHITE DIAGONAL (8") Paint 4820000000-E 1 P42 YELLOW DIAGONAL (8") Paint 4820000000-E 1 P43 WHITE SOLID LANE LINE (8") Paint 4820000000-E 1 P44 3 FT. - 9 FT./SP WHITE MINISKIP (8") Paint 4820000000-E .25 P45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) Paint 4820000000-E .5 P46 WHITE CROSSWALK LINE (8") Paint 4820000000-E 1 P50 WHITE GORELINE (12") Paint 4825000000-E 1 P51 WHITE DIAGONAL (12") Paint 4825000000-E 1 P52 YELLOW DIAGONAL (12") Paint 4825000000-E 1 P53 WHITE SOLID LANE LINE (12") Paint 4825000000-E 1 P54 3 FT. - 9 FT./SP WHITE MINISKIP (12") Paint 4825000000-E .25 P55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) Paint 4825000000-E .5 P60 WHITE LINE, RR X (16") Paint 4830000000-E 1 P61 WHITE STOPBAR (24") Paint 4835000000-E 1 P62 WHITE CROSSWALK LINE (24") Paint 4835000000-E 1 P70 LEFT TURN ARROW Paint 4845000000-E 1 P71 RIGHT TURN ARROW Paint 4845000000-E 1 P72 STRAIGHT ARROW Paint 4845000000-E 1 P73 COMBO. LEFT/STRAIGHT ARROW Paint 4845000000-E 1 P74 COMBO. RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P75 COMBO. LEFT/RIGHT ARROW Paint 4845000000-E 1 P76 COMBO. LEFT/RIGHT/STRAIGHT ARROW Paint 4845000000-E 1 P77 U-TURN ARROW Paint 4845000000-E 1 P78 COMBO. LEFT/U-TURN ARROW Paint 4845000000-E 1 P79 MERGE ARROW Paint 4845000000-E 1 P80 WRONG-WAY RAMP ARROW Paint 4845000000-E 1 P81 ELONGATED STRAIGHT ARROW Paint 4845000000-E 1 P90 BICYCLE SYMBOL Paint 4845000000-E 1 P91 BICYCLE STRAIGHT ARROW Paint 4845000000-E 1 P92 BICYCLE LEFT ARROW Paint 4845000000-E 1 P93 BICYCLE CHARACTER Paint 4840000000-E 1 P94 SHARROW Paint 4845000000-E 1 P95 BICYCLE LOOP DETECTOR Paint 4845000000-E 1 PAINT 11/20/2019 Page 6 of 10 P100 ALPHANUMERIC CHARACTER Paint 4840000000-E 1 P101 HANDICAP PARKING Paint 4845000000-E 1 P102 12" YIELD LINE TRIANGLE Paint 4845000000-E 1 P103 24" YIELD LINE TRIANGLE Paint 4845000000-E 1 P110 FISH-HOOK STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Paint 4845000000-E 1 P114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Paint 4845000000-E 1 P117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 P118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1 11/20/2019 Page 7 of 10 Symbol Description Material Transport Pay Item No. Linear Length Adjustment C1 WHITE EDGELINE (4") CAP 4770000000-E 1 C2 WHITE SOLID LANE LINE (4") CAP 4770000000-E 1 C3 10 FT. WHITE SKIP (4") CAP 4770000000-E .25 C4 3 FT. - 9 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C5 2 FT. - 6 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25 C10 YELLOW EDGELINE (4") CAP 4770000000-E 1 C11 YELLOW SINGLE CENTER (4") CAP 4770000000-E 1 C12 10 FT. YELLOW SKIP (4") CAP 4770000000-E .25 C13 YELLOW DOUBLE CENTER (4") CAP 4770000000-E 2 C14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") CAP 4770000000-E .25 C20 WHITE EDGELINE (6") CAP 4775000000-E 1 C21 WHITE SOLID LANE LINE (6") CAP 4775000000-E 1 C22 10 FT. WHITE SKIP (6") CAP 4775000000-E .25 C23 3 FT. - 9 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C24 2 FT. - 6 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25 C30 YELLOW EDGELINE (6") CAP 4775000000-E 1 C31 YELLOW SINGLE CENTER (6") CAP 4775000000-E 1 C32 10 FT. YELLOW SKIP (6") CAP 4775000000-E .25 C33 YELLOW DOUBLE CENTER (6") CAP 4775000000-E 2 C34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") CAP 4775000000-E .25 C40 WHITE GORELINE (8") CAP 4780000000-E 1 C41 WHITE DIAGONAL (8") CAP 4780000000-E 1 C42 YELLOW DIAGONAL (8") CAP 4780000000-E 1 C43 WHITE SOLID LANE LINE (8") CAP 4780000000-E 1 C44 3 FT. - 9 FT./SP WHITE MINISKIP (8") CAP 4780000000-E .25 C45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) CAP 4780000000-E .5 C46 WHITE CROSSWALK LINE (8") CAP 4780000000-E 1 C50 WHITE GORELINE (12") CAP 4785000000-E 1 C51 WHITE DIAGONAL (12") CAP 4785000000-E 1 C52 YELLOW DIAGONAL (12") CAP 4785000000-E 1 C53 WHITE SOLID LANE LINE (12") CAP 4785000000-E 1 C54 3 FT. - 9 FT./SP WHITE MINISKIP (12") CAP 4785000000-E .25 C55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) CAP 4785000000-E .5 C60 WHITE LINE, RR X (16") CAP 4790000000-E 1 C61 WHITE STOPBAR (24") CAP 4795000000-E 1 C62 WHITE CROSSWALK LINE (24") CAP 4795000000-E 1 C70 LEFT TURN ARROW CAP 4805000000-E 1 C71 RIGHT TURN ARROW CAP 4805000000-E 1 C72 STRAIGHT ARROW CAP 4805000000-E 1 C73 COMBO. LEFT/STRAIGHT ARROW CAP 4805000000-E 1 C74 COMBO. RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C75 COMBO. LEFT/RIGHT ARROW CAP 4805000000-E 1 C76 COMBO. LEFT/RIGHT/STRAIGHT ARROW CAP 4805000000-E 1 C77 U-TURN ARROW CAP 4805000000-E 1 C78 COMBO. LEFT/U-TURN ARROW CAP 4805000000-E 1 C79 MERGE ARROW CAP 4805000000-E 1 C80 WRONG-WAY RAMP ARROW CAP 4805000000-E 1 C81 ELONGATED STRAIGHT ARROW CAP 4805000000-E 1 C90 BICYCLE SYMBOL CAP 4805000000-E 1 C91 BICYCLE STRAIGHT ARROW CAP 4805000000-E 1 C92 BICYCLE LEFT ARROW CAP 4805000000-E 1 C93 BICYCLE CHARACTER CAP 4800000000-E 1 C94 SHARROW CAP 4805000000-E 1 C95 BICYCLE LOOP DETECTOR CAP 4805000000-E 1 COLD APPLIED PLASTIC 11/20/2019 Page 8 of 10 C100 ALPHANUMERIC CHARACTER CAP 4800000000-E 1 C101 HANDICAP PARKING CAP 4805000000-E 1 C102 12" YIELD LINE TRIANGLE CAP 4805000000-E 1 C103 24" YIELD LINE TRIANGLE CAP 4805000000-E 1 C110 FISH-HOOK STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) CAP 4805000000-E 1 C114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) CAP 4805000000-E 1 C117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 C118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1 11/20/2019 Page 9 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 MEMORANDUM To: New Hanover County Technical Review Committee Date: 6/11/2024 Subject: Blue Bay Townhomes Comments: • The project is subject to Castle Hayne Residential TIA Approval with Conditions, dated April 12, 2023. The project will be required to build the TIA improvements in the Approval. • Please include sheet(s) showing required TIA improvements within the plan set. • Driveway will be subject to NCDOT review. • Private Streets are required to be constructed to NCDOT standards. • Proposed 90-degree parking is too close to intersections and horizontal curves. Please revise to minimize/remove backing maneuvers into intersections and along horizontal curves. • Please show the dimensions of parking spaces at residential townhomes. Parking shall not block the public sidewalks. • Please show ADA accessible route(s) dedicated parking and to amenity areas. • Provide regulatory signs per MUTCD and NCDOT requirements. Include sign schedule in plan set. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: The project is within scope of Castle Hayne Residential TIA and subject to approval with conditions letter (attached). April 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Based upon the review of the analysis provided, the following improvements are required of this development: I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) • Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 2 of 3 SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) • Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. • Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) • No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) • Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). • Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. • Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply.