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HomeMy WebLinkAbout6900 Holly Shelter Road - Pooch Enterprises Warehouse TRC Comments Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 1 To: Mark Lerch, Transystems, markflerch@transystems.com From: Zach Dickerson Senior Planner Date: October 16, 2024 TRC PID#: R00700-001-001-000 Egov# SITECN-24-000044 Subject: 6900 Holly Shelter Rd – Pooch Enterprises Warehouses - TRC Review The following comments have been received for the October 16, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised site plan addressing each of the below items must be resubmitted prior to receiving site plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments a. Zoning is I-2, Heavy Industrial b. Warehousing use permitted by-right. 2. UDO Section 5.1, Parking and Loading a. Please detail how the gravel lot will be maintained, per section 5.1.4.A.3 b. Please note that warehousing use requires 1.5 parking spaces per 1,000 square feet. 2 x 14,800 square feet warehouses requires 44 parking spaces total. c. The plan notes 44 spaces, but only shows 36- are the remaining 8 to be in front of the Phase 2 building? If so, it would be helpful to show them on this site plan, so this doesn’t need to come back for that. d. Please note that the UDO requires all commercial development that exceeds 25 parking spaces to provide conduit for future Electric Vehicle Parking- EV Capable Spaces. i. The number of EV-Capable spaces is calculated based on 20% of the parking provided. ii. 44 spaces required = 9 EV-capable spaces. iii. Please indicate on the site plan which spaces will be EV-capable and where the conduit will be run. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 2 e. What is the distance between the outside of the drive aisle and this island? This seems like a tight area for traffic flow. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Tree Removal Permit received and will be processed. b. It appears there are trees on site, per aerial imagery, that are not accounted for on the tree survey. See below screenshot of what shows on aerial imagery from GIS: c. The site plan indicates that one of the buildings will be over top of the southwestern portion of the site, where there are currently trees. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 3 5. UDO Section 5.4, Landscaping and Buffering a. Please indicate the location of the foundation plantings- they have to be between the building and parking or drive aisle. b. The landscape calculations show that trees retained on site are being counted towards parking lot interior landscaping- they can only count towards this if they are specifically within the parking lot area or on the perimeter of it. c. Other landscaping requirements look ok, thanks! 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval, but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the UDO for standards. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map, there are no Conservation Resources on this site. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire final required 2. Fire flow analysis requested 3. Section 510 study required - Emergency First Responder Radio coverage testing 4. No storage over 12 foot high allowed Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 4 NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application 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/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. Please contact the State for the stormwater permit requirements. It is assumed a high density permit will be obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Existing Septic system on the property is only approved for the existing structure. New structures must have their own septic system and wastewater disposal. Documents and soils work from a Licensed Soil Scientist (in 2018) show a very small area of usable soils for septic on this property. The existing septic drain field is currently on this area. Highly suggest obtaining the services of a Soil Scientist, once more, to see if there are any other usable soils on the property. New septic areas must maintain 20 feet of separation from existing septic areas. 2. The existing well on the property is currently only for the existing structure. New structures must have their own separate well or upgrading to Public Water Supply well standards may be needed. Need specifics on proposed employee numbers in all structures to determine which permitting agency will be needed. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water or sewer available. NCDOT, Nick Drees 910-343-3915 1. See attachment. WMPO, Greer Templer 910-341-0107 1. See attachment. Pooch Enterprises Warehouse – 6900 Holly Shelter Rd – TRC Review Page | 5 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Corps has no records from this site. 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: September 30, 2024 Subject: Pooch Enterprises – 6900 Holly Shelter 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: A revised 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. • Refer to the NCDOT checklist (included) for required documents and site plan information. • Reference the original approved driveway permit number when submitting. o D-065-17-042. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Sight Triangles and Sight Distance: • The subject owner/applicant shall be responsible to perform routine maintenance within the sight easement to ensure a clear line of sight for the site access. The available sight distance at street and driveway connections to the State Highway System shall not be restricted by landscaping, permanent or temporary signing, or in any other manner. • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Hydraulic calculations and associated plan sheets will need to be submitted for the site. • This will be reviewed by the NCDOT Hydraulics Unit. Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Show and label all gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. • Measured from the right-of-way line. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION PROJECT LOCATION SCALE: 1"=5000'VICINITY MAP PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ G - 0 0 1 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION COVER SHEET G-001 6900 HOLLY SHELTER ROAD CASTLE HAYNE | NC | 28429 6900 HOLLY SHELTER RD. MAJOR SITE PLAN MUNICIPAL REVIEW # SUBMITTAL: SEPTEMBER 16, 2024 OWNER/DEVELOPER PROJECT TEAM STRUCTURAL ENGINEER LANDSCAPE ARCHITECT FDR ENGINEERS 1920 TRADD COURT WILMINGTON, NC 28401 CONTACT PERSON: ROBERT PENNINGTON PH: 910-520-0278 EMAIL: ROBERT@RLPPE.COM SURVEYOR POOCH ENTERPRISES 185 ORCHARD MILL ROAD HAMSTEAD, NC 28443 CONTACT PERSON: JAMES DAVIS PH: (252) 503-0720 EMAIL: CORPORATEMILITARYCONTRACTING@ GMAIL.COM GANNETT FLEMING TRANSYSTEMS 101 AUTUMN HALL DRIVE SUITE 210 WILMINGTON, NC 28403 CONTACT PERSON: MIKE TACKETT, PLS PH: (910) 523-5715 EMAIL: MTACKETT@TRANSYSTEMS.COM GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: MARK LERCH, PLA PH: 941-681-6141 EMAIL: MFLERCH@TRANSYSTEMS.COM CIVIL ENGINEER GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: DAN MILLER, PE PMP PH: (919) 357-6725 EMAIL: DMILLER@TRANSYSTEMS.COM SITE DATA TABLE ADDRESS 6900 HOLLY SPRINGS ROAD, CASTLE HAYNE, NC 28429 OWNER POOCH ENTERPRISES PIN R00700-001-001-000 ZONING DISTRICT INDUSTRIAL 2 LIMITS OF DISTURBANCE 119,213 SQ.FT. / 2.73 ACRES PROJECT LOT AREA 5.28 ACRES WATERSHED ISLAND CREEK RIVER BASIN FLOODPLAIN WATERSHED OVERLAY DISTRICT USE 730- OFFICE AND PROFESSIONAL IMPERVIOUS 99820 SQ.FT /2.29 ACRES VEHICLE USE AREA (SQ.FT)62,457 BUILDING LOT DIMENSIONAL STANDARDS (UDO 3.4.10) SETBACKS REQUIRED PROVIDED FRONT 50 50 SIDE 0 0 REAR 0 0 BUILDING HEIGHT 23 BUILDING INFORMATION BUILDING CONSTRUCTION TYPE PREFABRICATED METAL WAREHOUSE ON SLAB BUILDING LOT COVERAGE TOTAL SQUARE FOOTAGE 14,749 Per Warehouse OFF STREET PARKING REQUIREMENTS (UDO SECTION 5.1) REQUIRED PROVIDED PARKING SPACES 44 33 LOADING BERTHS 2 2 BICYCLE PARKING 0 0 DEFERRED PARKING SPACES 11 BUFFER REQUIREMENTS (ARTICLE _5.4.5_) NORTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A EAST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A SOUTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A WEST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A PARKING LOT INTERIOR LANDSCAPE (SECTION 5.4.5.C) PHASE I/ PHASE II REQUIRED PROVIDED SQ. FT OF LANDSCAPE AREA 5,344.0000 SQ. FT.5, 344 SQ.FT. REQUIRED TREES 37 PROVIDED 16 CANOPY TREES/PRESERVED 21 TREES FOUNDATION PLANTING (SECTION 5.4.7) SQ.F.T. REQUIRED SQ.FT. PROVIDED PHASE I /PHASE II 1360 1,453 STREET YARD STANDARDS (SECTION 5.4.6) PHASE I /PHASE II 24,550.0000 SQ. FT.24,901.0000 SQ. FT. SHEET INDEX Sheet Number Sheet Title G-001 COVER SHEET G-002 GENERAL NOTES G-003 LEGEND CV100 EXISTING CONDITIONS CV101 TREE TABLE CX100 TREE PRESERVATION PLAN CS100 SITE PLAN CE100 EROSION & SEDIMENTATION CONTROL PLAN CG100 GRADING PLAN CD100 STORMWATER PLAN CU100 UTILITY PLAN LP100 LANDSCAPE PLAN LP101 LANDSCAPE SCHEDULE LP500 LANDSCAPE DETAILS LP501 LANDSCAPE NOTES D. MILLER J. GUTHRIE M.LERCH J & Z RENTAL COMPANY LLC D.B. 6149, PG. 274 PID # R00700-001-002-000 ZONING: I-2 HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y N/F SIDBURY LAND & TIMBER LLC D.B. 6063, PG. 2533 PID # R01200-002-004-000 ZONING: I-2 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT INC N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 I-2 I-1 I-3 I-4 I-5 I-6 I-7 I-8I-9 F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 S-1 S-2 TR A N S I T I O N A L B U F F E R - N O N E RE Q U I R E D F O R Z O N E I 2 AD J A C E N T T O Z O N E I 2 TRANSITIONAL BUFFER - N O N E REQUIRED FOR ZONE I 2 ADJACENT TO ZONE I2 T R A N S I T I O N A L B U F F E R - N O N E R E Q U I R E D F O R Z O N E I 2 A D J A C E N T T O Z O N E I 2 PROPOSED LOCATION FOR BUSINESS MONUMENT SIGN OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRET E C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 22,652 SF STREET YARD AREA (SEE SHEET LS100 FOR PLANTING PLAN) 12,844 SF STORMWATER & INTERIOR LANDSCAPE PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D L O D L O D LOD L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD 2,249 SF STREET YARD AREA LIMITS OF DISTURBANC E LIMITS OF DISTURBANC E DEFERRED PARKING GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S PROPOSED SEPTIC LOCATION PROPOSED DUMPSTER LOCATION FFE=28.50 FFE=28.50 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD LIMITS OF DISTURBANCE 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 1 2 . 0 ' 12 . 0 ' 1 2 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE 04 PR. CONCRETE WHEELSTOP (TYP.) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PHASE II (STORMWATER AND A L L S I T E P L A N REQUIREMENTS TO BE APPROVED WITH PHASE I . B U I L D I N G PERMIT FOR PHASE II W A R E H O U S E T O B E COMPLETED IN THE FU T U R E . PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) DEFERRED PARKING 18.0' 67 . 1 ' 22.0' SITE PLAN CS100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 5 : 0 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C S 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O RATION REG IS T E R E D L ANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H RE G I S T ERED L A N D S CAP E A R C H ITECT N SITE NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNING CONSTRUCTION. 2.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBED AT ALL TIMES. 3.TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4.FIRE LANE MARKINGS SHALL CONFORM TO THE NEW HANOVER COUNTY DESIGN DETAILS AND SPECIFICATIONS, NEW HANOVER COUNTY FIRE MARSHAL, AND THE CURRENT NC FIRE CODE. IF THE CRITERIA IS CONFLICTING, THE MORE RESTRICTIVE DESIGN GUIDELINE SHALL BE FOLLOWED. 5.ALL INTERNAL PAVEMENT MARKINGS SHALL BE WHITE PAINT. 6.ALL PAVEMENT MARKINGS WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE THERMOPLASTIC. 7.ALL PAVED PARKING FACILITIES SHALL BE STRIPED WITH FOUR INCH WHITE LINES. 8.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT ADA REQUIREMENTS AND NORTH CAROLINA BUILDING CODE. 9.ACCESSIBLE PARKING SPACE DIMENSIONS, SLOPE AND SIGNAGE SHALL COMPLY WITH THE MOST RECENT VERSION OF ANSI/ICC A117.1. 10.HANDRAILS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE. 11.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48 IN ALL DIRECTIONS. 12.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STAIRS IN ACCORDANCE WITH THE LATEST NC BUILDING CODE. 13.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE. 14.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH THE LATEST VERSION OF THE NC BUILDING CODE. 15.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGN HAS OCCURRED. 16.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND AS FURTHER DIRECTED BY NEW HANOVER COUNTY AND NCDOT. 17.ALL RETAINING WALLS SHALL REQUIRE THE SUBMITTAL OF A STAND ALONE SET OF CONSTRUCTION DRAWINGS WITH CORRESPONDING DESIGN CALCULATIONS AND SPECIFICATIONS FOR THE RETAINING WALL SYSTEM, PREPARED, SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. 18.ALL ON-SITE PAVEMENT SHALL BE STANDARD ASPHALT, UNLESS OTHER WISE NOTED. 19.NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF THREE (3) FEET ANDSEVEN (7) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE. 20.FORKLIFT RAMP SLOPE MAXIMUMS ARE NOT AN ENDORSEMENT OR RECOMMENDATION. FORKLIFT CHOICE AND TECHNIQUE DETERMINES MAXIMUM SLOPE ALLOWED. CONFIRM LIMITS OF SLOPE RECOMMENDED BY FORKLIFT MANUFACTURER PRIOR TO PURCHASING A FORKLIFT FOR THE PROPOSED LOADING DOCKS. FOUNDATION LANDSCAPE INTERIOR LANDSCAPE LANDSCAPE BED KEY STREET YARD LANDSCAPE D. MILLER J. GUTHRIE M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE FG 27.66 FG 27.30 FG 27.40 FG 28.05 FG 28.05 FG 27.75FG 27.75 FG 26.75 FG 26.75FG 26.66FG 26.66 FG 26.41 FG 27.30 FG 28.25 FG 27.66 FG 27.66 FG 27.86 FG 27.30 FG 27.50 FG 27.50 FG 27.33 FG 26.75 FG 27.33 FG 27.75 FG 26.50 2 8 27 28 FG 26.75 FG 27.50 FG 27.66 FG 27.75 FG 27.50 FG 26.45 FG 26.45 FG 26.75 FG 27.50 FG 27.25 22' 26' 22' 26' PROPOSED SCM STORMWATER PLAN CD100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C D 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING PAVED ENTRANCE OH E EXISTING SIGN 27 28 28 EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS 25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PROPOSED SCM SS SS W W W W W W W W W W W W W PROPOSED WATER CONNECTION TO EX. WELL. PROPOSED SEPTIC CONNECTION METER CT CAB TROUGH UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE T PROPOSED ELECTRIC CONNECTION ELECTRICAL TRANSFORMER LOCATION TO BE DETERMINED. UGE UGE UGE UGE UTILITY PLAN CU100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C U 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION N UTILITY NOTES 1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER. 3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO NEW HANOVER COUNTY AND NCDOT STANDARDS & SPECIFICATIONS. 4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTING UTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTOR INVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNING PROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT IS DETERMINED THAT RELOCATIONS ARE REQUIRED. 5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT NEW HANOVER COUNTY CROSS-CONNECTION CONTROL, DEPARTMENT OF WATER MANAGEMENT AT NEW HANOVER COUNTY TO OBTAIN PERMIT AND INSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK. 6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS. 7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE. 8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S). 9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING OR HOUSE ALONG AN APPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTE AROUND THE BUILDING OR HOUSE. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), AS REQUIRED BY THE CURRENT NCFPC 10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIOR WALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROAD SURFACE, IS REQUIRED PER THE CURRENT NCFPC. 11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDE ALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT NCFPC. DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROAD CONSTRUCTION DETAILS. 12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THE CURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIRE FLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TO SUPPLY THE FIREFIGHTING EFFORTS. 13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESS PROVIDED THERETO. 14.ABOVE-GROUND UTILITIES TO BE SCREENED. 15.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION. 16.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE. D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 27 28 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 22,652 SF STREET YARD AREA (SEE SHEET LS100 FOR PLANTING PLAN) 12,844 SF STORMWATER & INTERIOR LANDSCAPE PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD 2,249 SF STREET YARD AREA LIMITS OF DISTURBANC E LIMITS OF DISTURBANC E DEFERRED PARKING DEFERRED PARKING GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S PROPOSED SEPTIC LOCATION PROPOSED DUMPSTER LOCATION FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD LIMITS OF DISTURBANCE 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 18.0' 1 2 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) 67 . 1 ' 22.0' PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE 04 PR. CONCRETE WHEELSTOP (TYP.) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PHASE II (STORMWATER AND A L L S I T E P L A N REQUIREMENTS TO BE APPROVED WITH PHASE I . B U I L D I N G PERMIT FOR PHASE II WA R E H O U S E T O B E COMPLETED IN THE FU T U R E . PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) 12 . 0 0 ' 36.0 0 627 LF STREET YARD LANDSCAPE (30 PROPOSED CANOPY TREES- 214 SHRUBS) 323 LF STREET YARD LANDSCAPE (9 CANOPY TREES- 50 SHRUBS) 12 . 0 0 ' 36.0 0 (14) IGA (13) PCG (3) LLP (3) SSG (3) NSY (9) PCG (14) IGA (11) IGA (21) IGA (42) PCG (21) IGA (21) IGA (42) PCG (47) PCG (9) IGA (3) NSY (3) LLP (3) NSY (4) LLP (1) SSG (5) SSG (3) NSY (2) LLP (3) NSY (2) LLP (1) LLP (8) KOP (91) IGA (25) DVJ (25) COB (5) DVJ (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP SEE SHEET LP101 FOR THE OVERALL PROPOSED PLANT SCHEDULE. (178 sf) CGR (178 sf) CGR (178 sf) CGR (178 sf) CGR (58 sf) CGR (232 sf) CGR (450 sf) CGR (139 sf) CGR (371 sf) CGR (221 sf) CGR (6) IVB (6) IVB (10) IVB (9) IVB LANDSCAPE PLAN LP100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N SYMBOL COMMON NAME TREES GOLDEN RAIN TREE LONGLEAF PINE SOUTHERN SUGAR MAPLE CANOPY TREE TUPELO SHRUBS FIBER OPTICS® BUTTONBUSH FIRST EDITIONS® VINTAGE JADE DISTYLIUM FOREVER EMERALD™ INKBERRY HOLLY LOVE CHILD® SWEETSPIRE PINK CLOUD PINK MUHLY GRASS GROUND COVERS GRAY'S SEDGE PLANT SCHEDULE D. MILLER J. GUTHRIE M.LERCH MEMORANDUM To: New Hanover County Technical Review Committee Date: 10/03/2024 Subject: 6900 Holly Shelter Road, Warehouse Comments: • No comments. NCDOT STIP Projects: N/A WMPO 2045 Projects: N/A New Hanover County: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Warehousing (150) 29,498 SF 85 27 30 * Note trip generation is based on both phases of the proposed development.