DEVIL  TOWN OF KILL DEVIL HILLS  Land Where Flight Began  Birthplace of Aviation THCARO  NOTICE OF PUBLIC MEETING  NOTICE ISI HEREBY GIVEN that on Tuesday, May 21, 2024, at 5:30 p.m., thel Kill Devil Hills Planning Board willl hold its regular meeting oft the month in the Town Hall Meeting Room located at 102 Aj printed packet is available for public inspection int the Office oft the Town Clerk, 102 Town Halll Drive. To schedule an inspection time, contact thel Department at 252-449-5300. Packet materials can be viewed on the" Town's website at tpsy/ww.dhnc.comcom/-s.Mecing-AAgendas-Packets: Written public comments for the Planning Board can be emailed to info@kdhnc.com. Comments must include your name and address and are limited to three minutes for individuals, and five minutes  Town Hall Drive, Kill Devil Hills.  Minutes.  when speaking for: a group. Call to Order Agenda Approval Public Comment Response to Public Comment Ongoing Business New Business 1. Office) 2. Subdivision 3. Subdivision Public Comment Response to Public Comment Board Member Comment Adjournment Posted this 16h day of May 2024. Jennifer Stecher  AGENDA  Approval of the Minutes of the February 13, 2024, meeting  Site Plan Review- - 201 W Martin Street - Proposed Professional Office Building (Dentist Minor Subdivision Review Ocean Breeze Townhomes: Phase 2 - Proposed 8-Lot Minor Minor Subdivision Review - Ocean Breeze Townhomes: Phase 3 - Proposed 8-Lot Minor  Administrative Assistant/Deputy Town Clerk  Copies to:  Mayor and Board ofCommissioners, Planning Board members in their packet materials; Town Manager; Town bulletin boards; Town Sunshine List, including all local news media; Electronic Distribution List; Town website and social media; file  Post Office Box 1719. 102 Town Hall, Kill Devil Hills, North Carolina 27948-252-49-3300-ynw.Adhmccom    Minutes of the Tuesday, February 13, 2024, meeting of the Kill Devil Hills Planning Board held at 5:30 p.m. in the Town Hall Meeting Room, 102 Town Hall Drive, Kill Devil Hills,  North Carolina.  Members Present: Chairperson Howard Buchanan, Becky Breiholz, T.Dillon Heikens,  Michael Lowack, Sandie Markland, Natalie Painter, and Ron Seidman, II Cameron Ray, Assistant Planning Director; and Jennifer Stecher, Deputy  Others Present:  Town Clerk  Call to Order  At 5:30 p.m., Chairperson Howard Buchanan called the Tuesday, February 13, 2024, meeting oft the Kill Devil Hills Planning Board to order and welcomed everyone present.  Agenda Approval  Natalie Painter moved to approve the agenda for this meeting. Ron Seidman seconded the  motion, which was approved by a unanimous, 6-0, vote. Approval of the. Minutes of the December 19, 2023 meeting  Mr. Seidman moved to approve the December 19, 2023, meeting minutes, as presented. Sandie Markland seconded the motion, which was approved by al unanimous, 6-0, vote.  Public Comment  Response to Public Comment Ongoing Business New Business 1.  Proposed Zoning Amendments- - $153.355(A): Site Plan Requirements & $153.357 Site Plan Review Process for Commercial, Multi-Family and Special Use Applications: Reduce Number of Copies Required for Review Process  During the January 24, 2024 Board ofCommissioners meeting, the Town Clerk presented are report on ways to reduce the Town's carbon footprint as this is one ofthe Board's goals for Kill Devil Hills. One item that was presented was to decrease the number of paper copies required for site plan review. After consideration, the Board directed Stafft to develop an ordinance amendment to decrease the required number to five accompanied by an electronic  copy.  DRAFT Minutes February 13,2024 Planning Board Page 1of3    Town Code $153.355(A) & $153.357 currently requires fifteen copies ofj plans to be submitted at each submittal, which is ai minimum ofthree submittals for ai total of45 copies. Included in the meeting packet was aj proposed amendment to $153.355(A) & $153.3571 to decrease the required number of copies for site plan review from fifteen to five accompanied by an electronic copy. As proposed, the reduced total number of copies will significantly reduce the amount of paper resources used for the site plan review process as well as reducing the costs for Staffrecommended forwarding the attached zoning amendments to $153.355(A) Site Plan Requirements & $153.357 Site Plan Review Process for Commercial, Multi-Family and Special Use Applications and consistency statement to the Board of Commissioners with a Ms. Painter moved to forward the Proposed Zoning Amendments- $153.355(A) Site Plan Requirements & $153.357 Site Plan Review Process for Commercial, Multi-Family and Special Use Applications: Reduce Number of Copies Required for Review Process and consistency statement with approval to the Board of Commissioners. Dillon Heikens seconded the motion,,  applicants.  favorable recommendation.  which passed with a unanimous 6-0 vote.  2.  Proposed Amendments - $10 General Provisions, $150 Building Regulations, $151 Flood Damage Prevention, $152 Subdivisions, and $153 Zoning: Modify Notice of Violation, Civil Penalties, and Appeals Procedures to Clarify Procedures Thej proposed amendments have been prepared to modify the Town'sI notice of violation, civil penalties, and appeals procedures for clarification. The amendments are to the following chapters; $10 General Provisions; $150 Building Regulations, $151 Flood Damage Prevention, The proposed amendment to Chapter 10 General provisions included the addition of definitions and revisions for consistency with the definitions. The proposed definitions are "Civil Penalty" and "Violation" and are being proposed sO that it is clear what these items are when referred toi in portions of Chapter 10. Additionally, Chapter 10 included language revisions and was restructured to clarify verbiage to be consistent with definitions while being more organized for the interpretation for Town Staff and the public in regards to violations, who is authorized to The proposed amendment to Chapter 1501 Building Regulations provides a new: section for appeals to decisions made by a building inspector in regard to the enforcement of the North Carolina Building Code. Appeals to the decisions are required by NCGS to be heard by the North Carolina Department of Insurance and the amendment provided reference in the Town Thej proposed amendment to Chapter 151 Flood Damage Prevention revised the appeal board for corrective procedures appeals to the Board of Adjustment, which is the appropriate board to review an appeal ofthis ordinance. Additionally, aj new section was added for all The proposed amendment to Chapter 152 Subdivisions restructured the section for violations and appeals to be at the end of the ordinance to be consistent with other Town Code  $152 Subdivisions, and $153 Zoning.  issue violations, civil penalties, and appeals to violations.  Code for this process.  appeals of Chapter 151 to provide proper procedure by reference.  DRAFT Minutes February 13,2 2024 Planning Board Page 2 of3    sections. Additionally, the amendment added a new section for all appeals to the Subdivision The proposed amendment to Chapter 153 Zoning Code revised the enforcement section to reference the proper section 10.18 for violations of the Town Code. Additionally, the amendment added aj new: section for all appeals to the Zoning Ordinance and provided proper These amendments do not change how violations or appeals are handled day to day. The purpose is to clarify the existing language to make it more user-friendly and easier to understand Staffrecommended forwarding the amendments to $10 General Provisions, $150 Building Regulations, $151 Flood Damage Prevention, $152 Subdivisions, and $153 Zoning and consistency statement to the Board of Commissioners with a favorable recommendation. Ms. Markland suggested the mail service be lengthened from three days to five or seven days given the current circumstance of mail service. Staffnoted the three days is based on notice procedures for the State and Staff will research the possibility of using five to seven days for Mr. Lowack moved to forward the Proposed Amendments - $10 General Provisions, $150 Building Regulations, $151 Flood Damage Prevention, $152 Subdivisions, and $153 Zoning: Modify Notice ofViolation, Civil Penalties, and Appeals Procedures to Clarify Procedures and consistency statement with approval to the Board ofCommissioners. Becky Breiholz seconded the motion, which passed with a unanimous 6-0 vote.  ordinance and provided proper procedure by reference.  procedure reference. tot the public.  mail service.  Public Comment  Response to Public Comment Board Member Comment  Chairman Buchanan congratulated Dillon Heikens for being appointed to the BOC and  thanked him for services to the Planning Board.  Adjournment  There being no further business before the Planning Board at this time, Ms. Markland moved to adjourn the meeting. Ms. Breiholz seconded the motion, which was approved by a  unanimous, 6-0, vote. It was 5:37 p.m.  Submitted by:  Jennifer Stecher  Administrative Assistant/Deputy Town Clerk  DRAFT Minutes February 13,2024 Planning Board Page 3 of3    Director of Planning: and Inspections MEREDITH GUNS Building Inspector MARTY SHAW CHARLES THUMAN Code Enforcement Officer JORDAN: BLYTHE  DEVIL Birthplaceol Aviation THCAROY  Assistant Director of Planning and Inspections CAMERON. RAY Senior Planner RYANLANG Zoning Administrator DONNA ELLIOTT  THE TOWN OF KILL DEVIL HILLS  NORTH CAROLINA PLANNING DEPARTMENT  May21, 2024 Memorandum To: From: Subject:  Planning Board Ryan Lang, Senior Planner (Dentist Office)  SITE PLAN REVIEW = 1106 Blue. Jay Street = Proposed Professional Office Building  Enclosed is a site plan review submittal by Creative Engineering Solutions, on behalf of Driftwood Dental, for a proposed office building (Dentist Office) at 1106 Blue. Jay Street in the Commercial Zone. The proposed plan calls for construction ofa 3,400 square foot office building with 20 parking spaces, and associated site improvements. The Professional Office (L) is a permitted use int the Commercial Zone 153.176. Attached youy will find the site plan application, proposed site plan, site narrative, and The applicant has addressed most of staffs initial technical review comments; however the following  applicants response to Staff'sTechnical Review comments.  conditions remain to be addressed:  Planning  1. Revise total proposed lot coverage to include area without permeable paver reduction. Revise in "Project Narrative" and in Note #14 on "Lot 1R Notes" sheet C2. Total area occupied and 2. Lighting Plan: Plan does not show lights that are shown on proposed floor plan. Revised plans shall be submitted identifying all provided light sources. All sides oft the building are required to  obstructed by and structure above the ground shall not exceed 75%. be lit. SW corner of building does not show light provided.  Staff recommends that the Planning Board forward the plan to the Board of Commissioners witha favorable recommendation after the above listed conditions have been addressed.  102 Town) Halll Drive* * POI Box 1719*E Killl Devil Hills, NC 27948 *(252) 449-5318 * Fax (252)441-4102    Town of Kill Devil Hills Planning and Inspections Commercial Site Plan Review Application*  Applicant Name: Dr. Trahey Maner Address: 422 Bridge Lane Nags Head, NC 27959 Phone: Fax: Cell: 252.256.2793 Property Location Address: 1106 Blue Jay St Subdivision: Killl Devil Hills Realty Corp  Property Owner Name: Sapling Land Company, LLC Address: 422 Bridge Lane Nags Head, NC 27959 Phone: Fax: Cell:  Lot, Block: 1-R, Block" 17 Pin#:, 988312867930  Zoning) District: ECommercial DL-1 DL-2 DoIR  Total) Lot Size: Contractor Company Name: Name: Address:  31,751  Sq.Ft.  Disturbed. Area: License Number: Phone: Cell: Fax:  25,000  Sq.Ft.  Town Privilege License Number: Construction Information Type ofConstruction: DAssembly Dinstitutional Square Footage Proposed: Garage:  Business Educational Mercantile DResidential  LFactory/lndustrial EHigh Hazard  Estorage IRemodel  DUtility/Misc. Dother: Mechanical 249 #ofOpen Deck(s): 34.48  New Construction Addition Repair/Replace  Covered Porch 101  Interior Space: 3,570 Sq.Ft. Covered) Deck(s): Proposed Square Footage: 10,948 #ofParking Spaces: Existing:. 0 Septic' Tank Permit? #  Sq.Ft. Storage:,  Sq.Ft.  Sq.Ft. #ofBedrooms:  +) Existing Square Footage Proposed: 20  10,948 Total Sq. Ft. Total % Coverage  %1 Impervious Coverage: 28.38 +%1 Pervious Coverage: 6.1  Total: 20 Construction Type:  Estimated Construction Cost (including labor and materials): /Tmillon  Flood Information Flood Zone: D VE Proposed First Floor) Elevation: 10.2  AE D X  Base Flood Elevation: Sq. Ft Below) Base Flood Elevation: N/A  *This) form is designed as a guide for Commercial Site Plan Review. Additional, plans and information will be required prior to building permits.    Project Description  Development ofa at two-story woodf framed structure ins support ofa a dentist office operation. Site improvements willl be comprised of parking with associative drive aisle, lighting, sidewalk, stormwater, and utility infrastructure improvements.  Required Site Plan Information Checklist: Permit Application (Completed) Site Plan Including the following Submittal Requirements: Vicinity Map  15 Copies ofs Site Plan & Building Plan Elevations -) Front, Side, and Rear  Tentative Health Department Approval Site Plan Development Review Fee Paid in Full Boundary ofE Entire Lot Width and Location ofE Existing Right of Ways Nature, Purpose, Locations, and Size ofl Existing Easements Iron Pins and Concrete Monuments Scale (1" =5 50" Minimum) North Arrow Streets Including Width ofPavement  Existing Conditions:  All Underground Utilities, Gas/Propane Below or Above Grade Dare Co. Register ofDeeds Map Book/Subdivision Ref. Present Recorded Owner, Developer, Engineer contacts Adjacent Property Owners, Adj. Use & Zone Corp. of Engineers Report/ Wetland Study NFIP Flood Zone (ref. Elevation Datum (NAVD 1988)) Minimum, Lot Size indicated Proposed Improvements: Zoning Use Complance/Sctbacks labeled  Street Address  Landscaping Plan / Buffers / Screening (per section 153.073) Lighting Plan photometric showing point output (section 153.074) Sedimentation & Erosion Control Plan including details Disturbed Areas delineated & areas calculated Location of Sidewalks on the Croatan Highway and Curbs Location of Sewer Facilities and Drain field Existing and Finished Grades ofEntire Site Storm Water Management Plan including calculations Lot Size and Lot Coverage Calculation Water Service Sizing Checklist (Bach Space Numbered) Fire Lane and Driveways Loading Zone (Commercial Sites) Mail Delivery Cluster Sites (Multi-Family)  Proposed Building Type, # of Floors and dimensions, floor area ratio, Height Total Units and Density per. Acre (Multi-Family) or floor area: ratio (in OIR) Utility Plan indicating location & sizes ofproposed improvements Layout, Size and Number of Parking Spaces including handicap w/ setbacks    Proposed First Floor Elevation Dumpster Pad Location Proposed Sign Location Sight triangle shown Commercial Building Plans showing architectural compliance Plans to N.CDOT.(frequire.) NCI Engineer/Land Surveyor Seal on Site Plan  *** The items listed in the Site Plan portion oft the above checklist represent information that must be indicated on any site plan submitted for review by the Kill Devil Hills Planning Department, Planning Board, and Board ofCommissioners. All ofthe above required documents shall be submitted on or before the 3rd' Tuesday of each month. Upon completion ofreview, the Planning Board shall transmit its recommendations to the Board of Commissioners. The Boardo ofCommissioners shall review site  plans on the second Monday ofeach: month.  Signature of Applicant: 9-pL  (Date) 3/15/2024  01-20-12    BEACON ARCHITECTURE + DESIGN, PLLC POBOX 1827, KITTYHAWK, NC27949 PHONE: 252-441-6767, FAX:252-261-6045  MANER DENTIST OFFICE - RESPONSES TO STAFF COMMENTS  5/7/24  Planning  1. Revise application to include building square footage. (Chris)  2. Note if contractor is to be determined. Answer: Contractor is yet to be determined 3. Provide Utility Plan, Answer: As separate utility plan has been provided andi is noted as Sheet C-  4 Project Narrative  1. Zoning and Neighboring Uses. Answer: This section has been revised to notate the correct 2. Development standards: #2 Provide Total Built Upon Area %: This section has been updated to 3. Maximum Building Height #4: Maximum 50, Proposed 35. Answer: This section has been 4. #51Parking Space per 250 square feet of gross floor area. (1 space per 250 square feet of gross floor area provided the area that would ber required for parking at the ratio above remain open area used for landscaping, stormwater or other use that does not create impervious area. Answer: This notation has been revised to notate the referenced language. a. Add 4.3" inches of rainfall. Answer: This reference has been added.  description for neighboring uses. reflect the built upon area percentage. revised to reflect the maximum 50' building height.  5. Stormwater Narrative:  b. State Stormwater Permit required under "Existing Permits". Answer: This notation has 6. Utilities: Lighting plan required for the entire site. Plan: submitted only includes the photometry for parking areas. Answer- Photometric data has been provided for the site through to the property lines. Supplemental solar bollards have been provided along the sidewalk and depicted on Sheet C4 Utility Plan. The remaining photometry is depicted on a separate exhibit provided  been added.  by the vendor. Sheet C1 Existing Conditions Plan:  1. A20'x50' construction entrance is required. Answer: A20'x50' construction entrance is provided 2. Add to Erosion Control Sequence:" Obtain all necessary Federal, State, or Town of Killl Devill Hills permits prior to land disturbance". Answer:This note has been provided prior to the  ons sheet C-1  construction sequence. schedule. Sheet C-2 Site Development Plan:    BEACON ARCHITECTURE + DESIGN, PLLC POBOX 1827, KITTY HAWK, NC:27949 PHONE:252441-6767. FAX: 252-261-6045  1. Add' "Lot 1-R Notes" from Sheet C51 to Sheet C2. Answer: The Lot 1-RI Notes have been added. 2. Addl location ofs stop sign to exit at Martin St. Answer: The: stop sign notation has been added. 3. Dimension distance from edge of curbing on east side of entrance/exit to right of way intersection of Martin Street and Blue. Jay Street. Answer: A dimensional distance has been 4. Provide the proposed square footage of the office building: Answer: The building square footage 5. Add location of proposed HVAC. Answer: The location oft the HVAC: stand is provided. 0. Identify curbing and add detail on details sheet: Answer: This information was previously 7. Revise permeable pavers symbol in "Surface Features". Answer: The hatched pattern ont the 8. Propose how the rear grade willl be established for walkway appears to enter business and have large falli in grade. Retaining wall will likely be required. Answer: No retaining wall is required. 9. Note is dumpster willl bes serviced by Town of Kill Devil Hills Public Services or Private Hauler. Answer: The dumpster location has been revised and discussed with Public Services for 10. Show free standing sign location. Answer: This location is depicted on the plan. 11. Recommend adding a! 5': sidewalk along Martin Street Right of Way. The sidewalk is included in the pedestrian plan. Answer: Public Services and the Town Engineer are requesting drainage improvements int the right of way which are in direct conflict with a potential sidewalk and the  provided.  information has been provided.  provided.  plan matches the legend pattern and description.  Please reference Sheet C3. serviceability.  goal of tree preservation. Sheet C-3 Grading and Drainage Plan:  1. Provide grading details fore entire site including elevations of proposed sidewalk around rear of building and with retaining wall. Answer: Final grading spot elevations and finish grade contours are provided. A retaining walli is not required. Please reference the architectural west side 2. Identify stormwater management features. Answer: Stormwater Management Control 3. Provide detail for riprap outlet protection. Answer: This detail information is provided on Detail  building elevation.  Measures are accurately depicted and notated.  Sheet C6 Sheet C-4 Landscaping Plan  1. Provide breakdown per property line of required trees and shrubs and numbers on proposed site plan. Answer: The plan has been updated to include this information. 2. Fence provided on west property line shall be 5' off of property line, landscaping required to be between fence and property line. Answer: Thei fence has been deleted.    BEACON ARCHITECTURE: + DESIGN, PLLC POBOXI 1827, KITTYH HAWK, NC2 27949 PHONE:252441-6767, FAX: 252-261-6045  3. Fence provided on north property line shall be 10' off of property line, landscaping required to bel between fence and property line. Answer: The fence has been deleted. 4. Note landscaping minimum planting trees for shrubs and trees. Answer: Minimum planting 5. Note permanent ground cover for disturbed areas. Answer: A note has been provided describing  heights have been notated.  ther requirement for the establishment of a permanent ground cover.  Sheet C-5: Site Construction Details: 1. Lot1-RNotes:  a. Minimum Building Setback: Side Yard 10', Side Street 15, Double Frontage 30'. Answer: This note has been revised to referenced the language above. b. Revise "Total Project Area" to Lot size. Answer: The language has been revised. FIRM: Zone: Regulatory Flood Protection Elevation (RFPE) in Shaded: X and X: zones west of NC12, the RFPE is eight feet NAVD 1988 or the natural grade elevation if the natural grade is greater than eight feet NAVD 1988. Answer: This language has been revised. d. Proposed Lot Development Coverage: add % of total built upon area. Answer: This e. Average Building Height: add Max! 50' Answer: This language has been added 3. Label Details for Curb & Gutter: Answer: The details are labeled appropriately. 4. Construction Entrance #2: required width is 20'. Answer: The entrance width has been modified. 5. Provide details on stormwater management features. Answer: Stormwater Management Details  information has been provided.  are provided. Proposed Architectural Drawings  1. Directions of proposed elevations noted on floor plan A1.1. 2. Roof overhangs dimensioned on sheet A1.3 3. Roof heights from top plate to ridge dimensioned on sheet 2.1 4. Building materials noted on sheets A2.1 and A2.2.  Building Inspector: Solid Waste:  1. Note location of ADA: signage on site plan. Answer: The sign location has been notated.  1. The dumpster site does not meet Town Standards fors serviceable dumpsters by the Town. Ift the applicant intends to use a private hauler for dumpster service, the plans need to indicate thata a private hauler is tol be utilized for the site. Ift the applicant intends to be serviced by the Town, the dumpster site will need to be redesigned per the attached Town of Kill Devil Hills one    BEACON ARCHITECTURE + DESIGN, PLLC POBOXI 1827,KITTYHAWK, NC27949 PHONE252441-676, FAX:252-261-6045  dumpster diagram. Answer: The dumpster location has been relocated on site to meet the Town  of Killl Devil Hills requirements.  Streets:  1. Provide edge of pavement grades along W. Martin! Street across the site. Answer: The right of way elevations are generally flat. Supplemental existing grade elevations will be acquired and 2. Curbs tyingi into Boundary Street (corrected W. Martin Street), will need to have a gutter pan between the curb and the asphalt and valley gutter should be along the asphalt across the driveway drainaging water away from the asphalt. The street flows east so ai flume may be needed on the easet end of the driveway. Answer: A concrete driveway apron has been 3. Install dropi inlet on the west side of the driveway with HDPE pipe extending to the existing ditch in Blue. Jay St with outlet invert matching the existing pipe under W Martin Street at Blue. Jay St and with a stubbed capped pipe on the west end of the: structure. A second dropi inlet should be placed in the pipe alignment near the southeast property corner. Answer: This information has 4. Road side: swales need to bei installed in' WI Martin Street to the east and west to the property line as they extend to capture the street drainage. Clearing in the areas west of the driveway will be needed for the stormwater installations. Answer: A roadway swale has been depicted on the Provide detailed grading of the driveways that demonstrates that all site stormwater is captured on site or bmps that will capture water draining from the site directing water to the storm basins. Answer: A slotted drain has been provided across the driveway to capture on-site rainfall  submitted witht the construction plans.  proposed in lieu of asphalt.  been supplied on Sheet C3.  supporting site plan sheets.  runoff to the maximum extent feasible.  Water System:  1. Show meter box and add "BY TOWN": tot the PROPOSED 1" METER". Answer: This information 2. Provide RPZ just downstream of the meter for the high hazard use. Answer: The RPZ is depicted 3. Fees associated with proposed service is based upon the current fee schedule. Answer:  has been noted on1 the utility plan sheet.  ont the utility plan. Acknowledged. Town Engineer:  1. We concur with Public Services comments, but recommend that the pipe tying into the existing Blue. Jay Street system be a 15" HDPE "sock drain", with a downsteam invert of about 4.1 (as deep as feasible), then extending westward to and across the site at a relatively flat slope (e.g. 0.10%). The roadside swale along the propertys frontage would lighpoint at the entrance and  drain to the two DI's. Answer:    BEACON ARCHITECTURE + DESIGN, PLLC POBOX 1827, KITTY HAWK, NC: 27949 PHONE:252441-6767, FAX:252-261-6045  2. The stormwater management design is generally: satisfactory, but no information was provided on the Seasonal High WaterTable, (SHWT).... Answer: A site specific soils investigation has been scheduled and will be required as part oft the NCDEQ: state stormwater management permit application. A copy oft this information along with the permit approval willl be provided in  conjunction with the building permit application.  3. Acouple ofr minor suggestions:  a. The concrete wheel stop detail indicates al height of71/2". Al height of 6" would reduce thei instances of dragging for lower clearance vehicles. Answer: The wheel stop detail b. The light-duty pavement detail calls out 2" min. concrete surface course NCDOT Type SF 9.5B.---Answer: The detail has been deleted sincet the pavement surface has been  has been revised with ay vertical dimensional height of6".  modified to concrete.  Fire Marshal  1. Water test shall be completed to determine watert flow fort fire suppression. Answer: A: service provider has been contacted to coordinate this test directly with the KDH Fire Department.A 2. New hydrant may need to be put in. This will be determined once the water: test is completed for flow and current location of all fire hydrants. Answer: Please see note above. 3. The fire lane drive aisle shall be able to: support the weight of the fire apparatus. Answer: The paved surface type has been modified to concrete and note to the effect included.  tentative date has been: scheduled for this test.  Police  1. Itappears there is a stop bar and stop: signi indicated/marked on the site development plan but not labeled where the driveway meets Martin. Answer: The stop sign and stop bar have been positioned on the driveway apron to reduce any potential conflicts withy vehicles travelling along  Martin St.    CREATIVE ENGINEERING SOLUTIONS, PLLC FIRM LICENSE P-0970 262 MOTHER VINEYARD RD., MANTEO, NC27954 WWW.CREATVIENGINENGINERINSOBXCOM  CREATIVE ENGINEERING SOLUTIONS  Lots1RProject Development Narrative  Project Name: Lot1 1-R, Block" 17, Kill Devil Hills Realty Corp Subdivision! Dental Officel Development tPlan  Address: 1106E Blue Jay St Kill Devil Hills, NC2 27948 Parcel IDI Number(s): 004379000 Total Project Area: 31,7511'*(0738c.4) Firmz Zone Community! Panels: ZoneX Revision Date: June 19, 2020 Ownership: Saplingl Land Company,LLC Zoning and NeighboringuUses:  Recorded Reference: Lot1 1-R: D.B1 1717,Pg.2 .261,P.C.H H,Slide1 110  422 Bridgel Lane Nags! Head, NC: 27959  Thes subject propertyi is curenty/undevelopes, lyingv within the CC Commercial zoning classification. Directly neighboring thep property aret thef following uses, alsol located within the associativezoninge classification;  East- -Blue. Jay Street 50' R/W.( (C), unimproved South-Martin: St. 50' RAW(C), improved Residential Low-Density (RL) North-Harding St. 30' RWW.(C), unimproved Description of Development Proposal:  West- developed residential- Lot 10:Harry Meraklis, Lot 9:Michelle Rogerson, Lot8: Jogn & Shirley Cook  Thei intentoft this application! ist tos support site development: activities related tot the proposed constructions ofa3 3,401 s.f. dentist office building to bel locatedi inl KilD Devil Hillsl Township, Dare County, NC. Thes site development plan consists ofv vehicular access, parking anda associative drainage & utilityi infrastructurei improvements in supportof1 the proposed application, (see attached sheet with tabular coverage breakdown). Currently, thes subject propertyis unimproved, with doublet frontage with ther main access vial Martin St. tot thes south, andi frontage alongE Blue. Jay St.  whichi is currently unimproved tot the east. Proposed Disturbed Acreage:25,000s.. "404") Wetland Acreage:0ac. Proposed' Wetland Impacts:None Development Standards Required and Proposed:  Thes subject propertyl lies within! Kill Devil Hills Township, Dare County, North Carolina, withint the Commercial: zoning district. Professional Offices are ap permitted development use, as defined int thel Town of Killl Devil Hills Code of Ordinances. Thet following describes howt the provisions oft the ordinance are beinga applied witht this proposal;  1. Minimum Building Setbacks: a. Frontyard: 301 feet. b. Sideyard: 10feet (west) Sidey yard: 15feet (east) d. Rear yard: 30f feet.  1106 BLUE JAY ST    2. Lot! Development Coverage: Buildings:3,4015 s.f. Vehicular Drive Area: 4,525s.f. Concrete Walkways:7595.f. Dumpster Pad: 60sf Totall Lot Coverage: 9,903s.f. (31.2%) 3. Proposed built-upons area coverage: Buildings:3,4015 s.f. Vehicular Drive Area: 4,525s.f. MDC) Concrete Walkways:759s.f. Dumpster Pad: 56 sf Proposed built-upona area: 8,741s.f. (27.5%) 4. Building Elevationl Information: Building Finished Floor Elevation: 10.2'MSL Gross Floor Area: 3570SF 6. Off-Street Parking Requirements: Per Table of Parking Requirements:  Permeable pavers (60% lot coverage reduction): 1,295sf  Permeable Pavers: Os.f (permeable paver systems considered 100% MAPICMORCMANCINO  5. Maximum Buildingh Height: 50', Proposed Building Height 35'  Professional Office: (1) Parking Space per 250 sf of grossf floora areay providedt the areat that would! be required for parking ati ther ratio remain open area usedi forl landscaping, stormwater or other use that does not create  impervious area  Gross floor area: 3570s sf of grosst floor Total Number of Parking Spaces Req'd:1 14.3 surface areas are comprised of asphalt surfaces. Minimum drivewaywidth required: 24' DrivewayWidth provided: 24'  Number of Parking Spaces Proposed: (19) 10'x20'F Parking Spaces, (1)ADA accessible parkingstalls. Parking  7. DrivewayWidth:  Soils & Landl Use  Thes subject properties contain typical characteristics oft the: shrubz zonel landscape: seen alongt thel North Carolina Coast. Thel landscape exhibits the physicalf features oft thec coastal transitional: zone, witht transition from the! broadi flats of as shrubz zonef fromi the eastt toa ag gently sloping duner ridget formationt to the west." The topographyi int the area oft thep proposed developmenti isi relatively flat withs sparsev vegetation withint thei interior of thel lota and bordered! byl live oak hammocks and pinesa alongt the property perimeter. Existing surface The development layout has been. designed ina av way tou utilizet the existingy vegetative buffer anda adaptt thes site improvements to maximize the retention of trees throughout the site. The soil types generally consist of Duckston fine sands which are described as exhibiting rapid permeability characteristics above the water table which is estimated to be 36 inches below surface. Duet tot the soil characteristics, the site provides the opportunity to employi infiltration devices to addressi flood controla and av water quality component viaf filtration Thei infiltration rate of thes soili influences thev volume of surface runoff thatresultsf fromg givens storme events, (i.e. soils with high infiltration rates produce lower runoff volumes). As per the USDA, SCS, Soil Survey of Dare County, NC, thes soils groupwithint thep projectl limits evaluated predominately yconsistofD Duckston, typeAsoils  drainage is provided! byy way of localized infiltration.  intot thes surroundingsandy: soils.  group, consisting of soils witht the! highi infiltration rates, (20in/hr).  2    Stormwater Narrative:  The stormwater management system has been designed for the 10-yr, 2-hr, 4.3" rainfall design storm flood controlr requirement as required byt thel Town of Kill Devil Hills Code of Ordinances Ordinance. Thep proposedi impervious surfaces willp primarilys sheetf flowo overlandi to botha a collection swalet tot thee easta and aconnected infiltrationbasin, sited alongthes southern: andwestern project! boundary. Stormwaterrunoffrom the building will be collected and dispersed via a perimeter collection system to the adjoining driveways to sheet flowi into as singlei infiltration basin sited along the property frontage. The eastern portion of thep parking areal has been outfitted with a concrete curbt to convey runoff, vias several concrete flumes, through a sump andvelocity dissipation device, andi into ap perimeter collection: swale. Erosion control stonei is proposed at all inlet points in an effort to dissipate runoff and mitigate potential erosive velocity conditions. The stormwater control measures side slopes will be broad, minimum of 3:1 horizontal toy vertical side slopes, in an effort to Duetothes ssandhsureatmepopuad design, ony()on-sitecontributingdrainage areah has been defined. With the exception of those portions of the ingress/egress drives sited within the Right-of-Way margins, all runoff generated from the proposed impervious surfaces will be directed to the stormwater management system. Stormwater system drawdown will be accomplished viai infiltration with basin surface storage being sized to accommodate the minimum Town volume requirement. System components will be designed in accordancewathtneNCDEQMinimum DesignCriteriar requirementsforin infiltration devices. Ana approved state stormwater permit is required to be submitted tot thel Town of Kill Devil Hillsi in advance of anyl land disturbing Please note the basin bottom elevations have been raised to create greater separation to the water table. Additional soils investigation will be performed in accordance with NCDEQ stormwater management  maximize infiltrationi for enhanced removal efficiency.  activities.  application requirements. Existing Development. Activitues:undeveloped Project Funding: Private River Basin: Atlantic Oceans SB Proposed Impervious Coverage: 34.5%: Buffer Requirements:1 100' minimum Buffer Provided: 100' plus Off-sitel runoff:NA Site Soils: Duckston Fine Sands  Construction:/ Acontractort fort thisj jobl has yet tol be determined. Iti is anticipated thatt the same contractor comaucingalenosutng activities) will also! be responsible for waste related activities and disposal. Water servicet tot this development will be: supplied via ani individual water service line, estimated" to be 1"ins size, whichy will be connectedi to an existing watermain! located along Martin Street.. Acopyoft the Water Meter Service Aminimum 10' lateral separation has been provided between thev water service line andy wastewater disposal system inaccordancer with thel Laws and! Rulest for Sewage Treatment: andl Disposal Systems(15ANCAC 18A.1900). Sanitary: sewage will bec collected, and conveyed to ap proposed on-site wastewater systems that will servet the proposed dentist building. AS 999 gallons per day low-pressure pipe engineered wastewater system design has! been reviewed and approved byt thel Dare County! Health! Department. Ad copy of thep permit approvali is attachedy witht this  Water Distribution: Sizing Formi is attached hereto.  Waste Water: package.  3    Utilities:  Servicest for Underground Power, (NCDominion! Power), Cable (Charter), andt telephone (Brightspeed): willl be extended1 to servet thes subject properties. Final locations oft theses services will typically bec determined! byt thes service providers. Ane exterior lighting designwithp photometry isi included with this submission. All outdoor lighting shall be designed, installed andl lightinglevels maintained ina accordancer with 153-074, Lighting of thel Town Coded of  Ordinances. SolidWaste:  Anon-site dumpster located ona concrete pad with associative screeningi isi included on the Sitel Development Plan,  (Sheet C2) and associative construction details noted ons Sheet C5.  ingess/gess/lpadings  This application proposes one point ofi ingress/egress: tot thes subject property.1 The primarye entrancei isv viaa connection1 tol MartinSt., whichr runs along the propertyfi frontage tot thes south. Nos site-specific loading: zonel has been provided with this application. Thef frequency: andt type of deliveries tos support the! business operation will bes such  that a10'x20' parkings stall can! be utilized fori this purpose.    Stormwater Management Calculations  C SEAL 030406 ENGINEER. M.  May 5, 2024    P-1039  KDH Dentisit Office Stormwater Calculations  5/6/2024  Rational Method Runoff Calculations 10-yr 2-hr Design Storm Event Post-Development Conditions Total Lot Area Impervious Surfaces Structure w/decks Concrete drives and parking Permeable pavers Concrete walkway & dumpster pad Total Rational Method Runoff Coefficients Type of Surface For all watertight roof surfaces For asphalt pavements For concrete pavements For gravel pavements Permeable pavement *For impervious soils (heavy) *For impervious soils, with turf *For slightly pervious soils *For slightly pervious soils, with turf *For moderately pervious soils Formoderatalvr nervious soils. withturf *For slopes from 1%t to2 2% Coefficient Calculations Impervious Surfaces Structures w/decks Equivalent Runoff Coefficient Concrete drives and parking Equivalent Runoff Coefficient Permeable pavers Equivalent Runoff Coefficient Concrete sidewalk and dumpster pad Equivalent Runoff Coefficient Residual Lawn Area Equivalent Runoff Coefficient  4.3 in. totalrainfall 31,751 sf= 0.73 ac. 3,401 sf= 0.08 ac. 4,525 sf= 0.10 ac. 3,237 sf= 0.07 ac. 819 sf= 0.02 ac. 11,982 sf: 0.28 ac. CFactor 0.75 to 0.95 0.80 to 0.95 0.70 to 0.90 0.35 to 0.70 0.25 to 0.60 0.40 to 0.65 0.30 to 0.55 0.15 to 0.40 0.10 to0.30 0.05 to 0.20 0.00 to0.10 Area/Coefficient 3,401 s.f. 0.95 4,525 s.f. 0.90 3,237 s.f. 0.40 819 s.f. 0.90 19,769 s.f. 0.10 0.36 0.36 2.15 in/hr 0.73 ac. 0.5583 cfs 2.0 hrs. 4,020 cf 4,035cf O.K.  C.13401x.95)+4750X.95)#3230,0.6)4859X9X.9)+(19438x.1  31,678sf  Qp-CIA C= I= A= Qp-CIA=  Design Storm Event Duration  Post-Development Runoff Volume Required = Qp*time Post-Development Runoff Volume Provided=    Lighting Plan Photometry    Project 1  Partner for Contact: Order No.: Company: Customer No.:  Date: 05/05/2024 Operator:    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Table of contents  Project1 Project Cover Table of contents Exterior Scene 1 Planning data Luminaire parts list Luminaires (layout plan). Luminaires (coordinates list) 3D Rendering False Color Rendering Exterior Surfaces Ground Element3 Surface 1 Isolines (E) Greyscale (E) Value Chart (E) Ground Element1 Isolines (E) Greyscale (E) Value Chart (E).  1 2 3 4 5 6 7 8 9 10 11 12 13 14  Page 2    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Planning data  T324.80ft  -  64.96 333.33ft  -80.38  Light loss factor: 0.80, ULR (Upward Light Ratio): 3.5% No. Pieces Designation (Correction Factor)  Scale 1:902  Luminaire Parts List 1  e (Luminaire) [Im) e (Lamps) [Im] PIWI Total: 98081 Total: 117824 600.6  990106 solar light (1.000)  16347  19637 100.1  Page 3    Project1  DIALuX  05/05/2024  Operator Telephone Fax: e-Mail  Exterior Scene 1/Luminaire parts list  6Pieces 990106 solar light  See our luminaire catalog for an image of the luminaire.  Article No.: 990106 Luminous flux (Luminaire): 16347 Im Luminous flux (Lamps): 19637 Im Luminaire' Wattage: 100.1W Luminaire classification according to CIE:97 CIE flux code: 52 89 98 97 83 Fitting: 1x Philips 3030 he (Correction Factor  1.000).  Page 4    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Luminaires (layout plan)  324.80ft  216.64  00  156.19  64.96 333.33ft  -80.38  80.05 120.16 156.15 198.83  Scale 1:902  Luminaire Parts List No. 1  Pieces Designation  990106: solar light  Page 5    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Luminaires (coordinates list)  990106 solar light  16347 Im, 100.1 W,1x1xF Philips 3030 he (Correction Factor 1.000).  Lee roeée  No. 1 2 3 4 5 6  Position [) Y 156.245 156.188 156.245 156.245 216.766 216.643  Rotation [l 25.0 25.0 25.0 25.0 25.0 25.0  X 80.052 120.155 160.431 199.801 198.825 156.147  Z 20.000 20.000 20.000 20.000 20.000 20.000  X 0.0 0.0 0.0 0.0 0.0 0.0  Z -90.0 -90.0 -90.0 -90.0 90.1 90.1  Page6    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/3D Rendering  Page7    Project1  DIALUX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/False Color Rendering  0  2.50 5.00 7.50 10.00 12.50 15.00 17.50 20.00  fc  Page 8    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element3/Surface 1/Isolines (E)  T259.84ft  0.01. 0.02 0.10 -0.20 0.05 1.00  0.02. 0.01  0.01 0.02 10  181.78 168.62 150.33 129.70 99.08 87.68  4.00. 0.02 0.50 0.05 4.00 0.05 0.02 0.20 0.05 0.01 0.02" 0.01 289.49  0.01 0.02  0.50 0.05 0.02- 0.01.  0.00 413.71ft  0.00 22.97. Position of surface in external scene: Marked point: (333.329 ft, 70.537ft, 0.000ft)  98.35 125.08 170.32 216.34  Values in Footcandles, Scale 1:902  Grid: 128x1 128 Points Eavlfc] 0.22  Emin! [fcl 0.00  Emax! [fc] 7.84  uo 0.000  Emin/Emax 0.000  Pageg    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element3/Surface 1/G Greyscale (E)  T259.84ft  181.78 168.62 150.33 129.70 99.08 87.68  0.00 413.71ft fc  + 1.86  0.00 22.97.  98.35 125.08 170.32 216.34  289.49 7.43  3.72  5.57  Scale 1:902  Position of surface in external scene: Marked point: (333.329 ft, 70.537f,0.000f)  Grid: 128x 128 Points Eav/fcl 0.22  Emin! [fc] 0.00  Emaxlfc) 7.84  u0 0.000  Emin/Emax 0.000  Page 10    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element 3/Surface 1/Value Chart (E)  0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01-0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.01 0.01 0.01 0.010 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.02 0.02 0.02 0.01 0.01 0.01  T259.84ft  0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.01 0.01 0.02 0.01 0.00 0.00 0.01 0.02 0.04.0.02 0.00 0.01 0.01 0.030.120.05 0.00 0.01 0.04, 0.00 0.00 0.01 0.05 0.00 0.00 0.01 0.04 0.00 0.00 0.01 0.02 V 4.37  0.00 0.03 0.04 0.04 0.03 0.02 0.01 0.01 0.01 0.18 0.17 0.11 0.05 0.03 0.01 0.01 1.91 0.66 0.69 0.44 0.10 0.05 0.02 0.01  181.78 168.62 150.33 129.70  0.55 0.07 0.02 0.01 1.53 0.08 0.03 0.01 1.22 0.19 0.03 0.01 1.03 0.12 0.02 0.01 0.77 0.05 0.02 0.01 f99.08  0.00 0.00 0.01 0.02 0.09 0.51 1.14 1.19 0.87 1.34 1.161 1.18 0.11 0.03 0.01 0.01 87.68 0,00 0.00 0.01 0.01 0.05 0.18 0.230.09 0.27 0.25 0.20 0.12 0.05 0.02 0.01 0.01 0.00 0.00 0.00 0.01 0.03 0.04 0.06 0.06 0.04 0.05 0.04 0.03 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01.0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.010.02 0.01 0.01 0.01 0.01 0.01 0.01 0.000.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.010.01 0.01 0.01 0.01 0.01 0.01 0.01 10.000.00  +   289.49  0.00 413.71.ft  0.00 22.97  98.35 125.08 170.32 216.34  Values in Footcandles, Scale 1:902  Not all calculated values could be displayed. Position of surface in external scene: Marked point: (333.329 ft, 70.5371 ft, 0.000f)  Grid: 128 x 128 Points Eavffcl 0.22  Emin! [fc] 0.00  Emax! [fcl 7.84  u0 0.000  Emin/Emax 0.000  Page 11    Project1  DIALUX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element 1//Isolines (E)  9.00 9.00- 7.00 -7.00--7.00 7.00- 9.00 7.00- 9.00.7.00  9.00 7.00 5.00 7.00  T63.18ft 47.28 42.02 19.28 13.75 8.42 0.00 201.72ft  0.20 0.50 1.00  2.00- 3.00- 5.00" -7.00- 9.00 9.00. 7.00:  -5.00 7.00 9.00 7.00  11.00 o 11.00 <11.00 11.009 9.00  H++# 0.00 11.75 26.72 40.73 54.99 Position of surface in external scene: Marked point: (73.648 ft, 152.641 ft,0.000ft)  124.78  Values in Footcandles, Scale 1:4 440  Grid: 128 X 128 Points Eavlfc] 6.19  Emin/fcl 0.07  Emaxlfcl 11  uo 0.011  Emn/Emax 0.006  Page 12    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element 1//Greyscale (E)  63.18ft 147.28 42.02 19.28 13.75 8.42 0.00 201.72ft fc  H+t 0.00 11.75 26.72 40.73 54.99  124.78 8.36  2.79  5.57  11.15  Scale 1:4 440  Position of surface in external scene: Marked point: (73.648 ft, 152.641 ft, 0.000ft)  Grid: 128 x 128 Points EavIfc) 6.19  Eminlfc) 0.07  Emax! [fcl 11  u0 0.011  Emin/Emax 0.006  Page 13    Project1  DIALuX  05/05/2024  Operator Telephone Fax e-Mail  Exterior Scene 1/Ground Element t1//Value Chart (E)  8.09 9.00 9.09 9.07 8.97.7.97 7.87 9.24 9.67 9.42 9.40 7.90 6.30 7.14 7.74 7.51 7.21 6.08  63.18ft 47.28  0.240.53 0.91 1.33 1.68 1.66 1.72 1.95 3.61 4.48 6.00 6.37 6.37 5.98 5.75 4.54 42.02 0.63 1.27 2.09 2.87 3.28 3.36 3.50 4.24 4.65 5.02 5.74 6.03 5.77 5.64 4.98 3.84 0.53 1.28 2.41 3.89 4.99 5.53 6.09 6.16 6.39 6.26 6.57 7.02 7.18 7.21 6.73 5.88 4.42  1.04  5.01, 6.95 8.20 8.19 8.37 8.33 8.36 8.55 8.79 8.62 8.81 7.48 6.22/ 19.28 11 10 11 10 11 10 11 11 10 11 9.73.7.80 13.75 8.31 8.45 8.57 8.10 8.52 8.68 8.68 8.23 8.62 8.69 8.016.71 8.42  0.00 201.72ft  +* 0.00 11.75 26.72 40.73 54.99 Not all calculated values could be displayed. Position of surface in external scene: Marked point: (73.648 ft, 152.641 ft, 0.000ft)  124.78  Values in Footcandles, Scale 1:440  Grid: 128 x 128 Points Eavlfcl 6.19  Eminffc) 0.07  Emax [fc] 11  u0 0.011  Emh/Emax 0.006  Page 14    EROSION: & SEDIMENT CONTROLPLAN  LINETYPE:  LEGEND ABBREVIATIONS  STABILIZATIONDETAIL  2 IESEND.INETVPES,SABBREVIATONS  3 SEDIMENT& EROSION CONTROLI NOTES&DETAIL  AA CRFATIVEE  LOT1-R KILL DEVIL! MIISREALTYCORP SAPLING LAND COMPANY,LLC CUSTONESH  EXISTING CONDITIONS PLAN C1 13 OF8  CALE    N192100-W225.00  LOT 1-R  LEGEND  225.00 BLUE. JAY STREET (50 R/W) (UNIMPROVED) AA GEmKNNANnEs  LOT1-R, LOT1-R SECTION 17 KILLDEVIL HILLS REALTY CORP SUBDIVISION  SITEI DEVELOPMENT PLAN C2 2OF 8    N192100-W225.00  LOT 1-R  BLUE. JAYSTREET 50RWA (UNIMPROVED)  LEGEND  -  AER CRFATIVEEN  LOT1 1-R, LOT1-R SECTION1 17 KILLDEVIL HILLS REALTY CORP SUBDIVISION  GRADING AND DRAINAGE PLAN C3 30F8    V192100W 225.00  LOT 1-R  NOF PARKING- FIRE  EE  LEGEND  $192T00'E22509  BLUE. JAY STREET (50' R/W) - ATEA CREATIVEE  LOT1-R, LOT1-R SECTION 17 KILLDEVIL HILLS REALTY CORP SUBDIVISION  UTILITY AND LIGHTINGI PLAN C4 40F8    N19-2100W  LOT 1-R  NOF PARKING- FIRE  EE  LEGEND  SUHASMNO $192100-E225:09  BLUE JAYS STREET (50 RW) - (UNIMPROVED) AE CREATIVEN  LOT1-R, LOT1-R SECTION17 KILLDEVIL HILLSREALTY CORP SUBDIVISION  LANDSCAPE PLAN  C5 50F8    NGDETAIL  CONCRETE  TREE  GUYINGDETAIL  TYP.S STANDARD  CONSTRUCTONEMTRANCE  TOPVIEW  METHODOF TREE A REATIVPEMINENNE  KILL DEVILHIISREALTY LOT1-R CORP SUBDIVISION SAPLING LAND COMPANY,LLC DUNT,NCS  SITE CONSTRUCTION DETAILS C6 60F8    SE ETAIL   CREATIVEAG GINERNG-GETIENS  KILL DEVIL LOT1-R HILLSREALTY CORP UBDIVISION SAPLING LAND COMPANY,LLC a  SITE CONSTRUCTION DETAILS C7 70F8    NOTES  PIPE  MANHOLE RING ANDCOVER SEPTIC TANK/PUMP TANKI DETAILS  SEPTIC TANKDETAIL  SEPTIC SYSTEMLAYOUT SEPTIC SYSTEM LAYOUT (PROFILE VIEW)  ICO4 D  9  PUMP DETAILS SCALE  Rks  PUMP TANK' "H" CONNECTION  THRUST BLOCK DETAILS  DSPOSALPELDLATERAL DETAILS    DRAINFIELDI DETAILS  ELECTRICALI PANELE BOARD  DUPLEX CONTROLI PANELI DETAILS  TE CRFATIV SOEUTIONS  LOT1-R KILLDEVIL HILLSREALTY CORP SAPLING SUBDIVISION LAND COMPANY,LLC DARE COUN  WASTEWATER CONSTRUCTION DETAILS C8 80F8    BÉACON    MANER DENTIST OFFICE 11065 BLUE KILLI DEVIL REVISIONS:  0  BUILDIN PLANS  BD D0  ZONI DRAWNBY: DATE: SCALE: STAMP: INCOMPI FORI INTENDEDFORI PROCUREMENT ORCONSTRU PURPOSE  CLC  FIRST FLOOR PLAN- 3,079 CONDMIONEDSQUARE  A1.    BEACON  STORAGE  MANER DENTIST OFFICE 1106 BLUE. JAY STREET KILLI DEVIL HILLS,NC DATE: 3/18/24 5/71:  OPENOFICE  MECHANICAL  BUILDING PLANS  DRAWNI DATE: SCALE: STAMP: INCOMPI ORC  MEZZANINEF FLOOR PLAN- 491 CONDITIONED SQUARE FEET+ 249 UNCONDMONEDSQUARE FEET  SCALE  Al.    BÉRCON LLC  MANER DENTIST OFFICE 11065 BLUE. JAY KILLI DEVIL HILLS  OK  NAME: BUILDING PLANS PRELIMINARYD DRAWINGS HILLS DRAWNBY: DATE: 5/7/24 SCALE: STAMP: INCOMPL FORI INTERIMR ONLY INTENDEDFORE PROCUREMENT PURPOSE  OROFPAN  A1.3    BÉRCON PLLC  PROJE MANER DENTIST OFFICE 1106 BLUE JAY STREET KILL DEVILHILLS.NC DATE: 3/18/24 5/7/24  E  -  EASTELEVATION SCALE=T0  EXTERIOR ELEVATIONS  DRA 517/24 SCALE STAMI INCOMPLETE ANDN INTENDEDFORE PROCUREMENT CONSTRU PURPOSE  2) NORIHELEVATION SCALE=10  A2.1    BEACON  MANER DENTIST OFFICE 1106BLUE JAY STREET KILLI DEVILH HILLS, NC DATE: TOWN REVIEW 3/18/24 REVISIONS 517/24  WESTELEVATION SCALE-T0  NAME: EXTERIOR ELEVATIONS  DRAW SCALE: STAM INCOMPL AND INTENI CONSTRU PURPOSES  - - E  SOUIHELEVATION SCALE: =10  A2.2    Director of Planning and Inspections MEREDITH GUNS Building Inspector MARTY SHAW CHARLES THUMAN Codel Enforcement Officer JORDAN: BLYTHE  Assistant Director of Planning andl Inspections CAMERON RAY Senior Planner RYANLANG Zoning Administrator DONNA ELLIOTT  Birthplaceo ot Aviation THCARO NORTHCAROLINA PLANNING DEPARTMENT  THE TOWN OF KILL DEVIL HILLS  May 21,2024 Memorandum To: From: Subject:  Planning Board  Cameron Ray, Assistant Planning Director &  Minor Subdivision Review - Ocean! Breeze Townhomes: Phase 2- 1 Proposed 8-Lot  Minor Subdivision  AI minor subdivision meeting the requirements of $152: Subdivisions is enclosed fort the Ocean Breeze Townhomes: Phase 2 at 902 South' Virginia Dare Trail int the Commercial Zone. The sketch plan and preliminary plat requirements have been waived and the technical review certified by the Planning Director consistent with 5152.25. Ar minor subdivision requires the approval by the Planning Board This action willl ber recorded for compliance with $152.25 of the subdivsionordinance.  Chairman prior to recordation.  102 Town) Halll Drive* * POI Box 1719* * Killl Devil Hills, NC 27948 *(252) 449-5318*Fax (252)441-4102    VICINITY MAP NTS  GRAPHIC SCALE  1    Director of Planning and Inspections MEREDITH GUNS Building Inspector MARTY SHAW CHARLES THUMAN Code Enforcement Officer JORDAN BLYTHE  I Birthplaceo ot Aviation THCARO NORTH CAROLINA PLANNING DEPARTMENT  Assistant Director of Planning and Inspections CAMERON RAY Senior Planner RYANLANG Zoning Administrator DONNA ELLIOTT  THE TOWN OF KILL DEVIL HILLS  May 21, 2024 Memorandum To: From: Subject:  Planning Board  Cameron Ray, Assistant Planning Director  Minor Subdivision Review Ocean Breeze Townhomes: Phase 3 - Proposed 8-Lot  Minor Subdivision  Ar minor subdivision meeting the requirements of $152. Subdivisions is enclosed for the Ocean Breeze Townhomes: Phase 2 at 902 South Virginia Dare Trail int the Commercial Zone. The sketch plan and preliminary plat requirements have been waived and thet technical review certified byt the Planning Director consistent with $152.25. A minor subdivision requires the approval by the Planning Board This action willl be recorded for compliance with $152.25 of the subdivision ordinance.  Chairman prior to recordation.  102 Town) Halll Drive* * POI Box 1719*K Killl Devil Hills, NC 27948 * (252): 449-5318 * Fax (252)441-4102    VICINITY MAP NTS  Trail  shbs  Lot1A  SERIL.FUEPY MANTHONY ALEEIGHT  Shewk Ag 3hs/26  GRAPHIC SCALE (IN  1