NCC240182_Site Plan or Location Map_20240126

SITE DATA
io I. PROJECT NAME: Sport Durst Goldsboro
%c " 0 .; s4 OWNER: HCM Properties of Goldsboro LLC & niei�
'` j �• Po4o HCM Properties of Goldsboro II LLC
j . q� 4511 Durham Chapel Hill Blvd \ L'1SOC.
j Durham NC 27707 ►7
cgrF Tele: 828.649.1344 Engineering Planning
c yr . PREPARER'S INFO: g 9
1. G. Daniel & Associates, PA Site Design
1150 SE Maynard Road Suite 260 1150 SE MAYNARD ROAD
r° Cary NC 27511 SUITE 260
o CARY, NC 27511
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Tele: 919.467.9708 / Fax: [phone]
�e° WAYNE COUNTY PIN: 3518.99.6457, 3518.99.7274, & 3518998051 C-0329
.it �P ` ' PROPERTY ADDRESS: 3405, 3501, & 0 McLain Street
.A✓Al"//� TOTAL TRACT AREA: 14.60 Acres • t��
AI' ill' /�/ z 4s0,F�3S/p' &
s5, SITE PROPOSED DENUDED AREA: NEWSHO Acres tx
s SEAL ,F v s"
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SITE ENTRANCE #1 COUNTY: WAYNE a ,,a ; �®,.•
I� PURPOSE STATEMENT: COORDINATES: CURRENT ZONING: GB
Pi ��P° e THIS SET OF PLANS IS INTENDED TO I FEMA FLOODMAP #: 3720351800K June 20, 2018
404,
w1i P = — DEPICT THE CONSTRUCTION OF THREE LAT: 35.365404
���, I LONG: —77.926595 3518.99.6457 WITHIN 100 YEAR FLOODPLAIN
�� �°.° ���jr♦� { I I AUTOMOBILE DEALERSHIPS AND Revisions
,`• �� ZA o ASSOCIATED INFRASTRUCTURE. MIN BUILDING SETBACKS: GB 10.31.23 Per City 1st review
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4.
// // SIDE:FRONT: 15'
VICINITY MAP 1" = 1200 I
/ ` EXISTING
G LOT WIDTH: 812'25'
46 FRONTAGE
MAX
I EXISTING USE:D RICHLAND
CREEK AGRICULTURAL VACANT
I //// ,,,1 , PROPOSED
rking S Requirements: AUTOMOBILE SALES/SERVICE
/// II, 1 space/300 sf of indoor sales, display, & office +
// // 1 space/employee
\ , \I \\, ':\ where there is: 6966 sf of indoor sales, display, and office in Mazda
// 6038 sf of indoor sales, display, and office in Volkswagen
/ ,\I 6200 sf of indoor sales, display, and office in Mystery
S5 \ \ \, \ \ \1 `;` 18 employees in Mazda, 17 employees in Volkswagen,
/ \\ \\ \ ' j 7 employees in Mystery
\I I, \ t O c w 0 / j therefore:
\\ 1 1 `\, \ 1 1 0 j Required & Provided Parking: 117 spaces
1 Standard: 111 spaces
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\ \ \\ \ '`I `1 alikrt j Handicap: 6 spaces
,\I ��� % Remainder (662) of onsite parking is for vehicle inventory
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FINANCIALLY RESPONSIBLE CONTACT: \, \\ \\\ \ \ \\,\ ,1,',1 • S�,-` 'lll. �- �, HOUR
David E Durst '` �r i ikk
BE MORE DO PORE SEV
828-649-1344
\ 1 td •!e1 E _j' 0 Site Plan Approved
\ \ I \ \ 1 gii` i tie '1..- ' j l DEVELOPER:
\I '\ \7D\'\ Qc : 0 // HCM PROPERTIES OF
1.All construction shall be in accordance with applicable municipality standards,specifications,and details.Work on this / ` \ \ \ \ y 4) % GOLDSBORO, LLC
project shall also conform to these plans,the latest editions of the North Carolina Department of Transportation / 1 1` \ \ 1 �� . O
(NCDOT)Road and Bridge Specifications,the Road and Bridge Standards,the North Carolina Erosion and Sediment \ \ \ ,1 9" — -- --- 4511 DURHAM CHAPEL
Control Handbook,the North Carolina Erosion and Sediment Control Regulations,the final geotechncal report,and j \ \ \ \ ,\ 1 C O Date HILL BLVD
General Design Standard.In the event of conflict between any of these standards,specifications,or plans,the most \ \ \ I
stringent shall apply. `\ `'\ \ ,`I `\ \ o DURHAM, NC 27707
2.The contractor shall be solely responsible for trench safety during all phases ofconstructon \ \ \ 1 `\\ \ [phone]
3 The location and size of existing utilities as shown s approximate only.The contractors responsible for horizontally \I \ \ ,
and vertically locating and protecting all public or private utilities that lie in or adjacent to the construction site.At least 1 `'1 \ \ \ `11 ,\I N
1 :7)
48 hours prior to any demolitions,grading,or construction activity,the contractor shall notify the North Carolina 1\ ,'\ APPROVED
One-Call Utilities Location Service(ULOCO)at 1.800.632.4949 for proper identification of existing utilities within the site. `I \ \, \ \ CO \
O.The contractor shall salvage and protect all existing power poles,signs,manholes,telephone risers,water valves,etc. '1 \ \ - O `\I By Mark E.Helmer,AlCP of 3:29 pm,Jan 10,2024 Project
during all construction phases.The contractor shall repair,at his own expense,any existing utilities damaged during `\ \ \ \ \ \ �1J
constructio
S.Traffic control on public streets shall be in conformance with the traffic control Ian the of Uniform Traffic
Control Devices',and as further directed by City and State inspectors. p ,\ \ 11 \ ,`I" i
Sport Durst Goldsboro
6 A yd' epances found between the drawngs and spedca[ons and Ste condtons or any nconsstences or _ ,\ , \ \ \ambiguites in drawngs or specficacons shall beimmedately reported to the engneer,in wring,who shall promptly \ `Iaddress such inconsistencies or ambiguities.Work done by the Contractor after his discovery of such discrepancies, \\ \1 1 \ ,\ \1nsistencies,or ambiguities shall be done at the contractor's risk. \ 1 '1 7.Apre-Cons[ructionConference shall be held prior[o[he start of Construction.The contrac[orshall arrange the meeting \ 1 \with the Town Engineering Divisions. \ \ \ \8.Contractor is responsible for verifying all required permits and approvals prior to commencing construction. ,1 , \ \
9.All areas shall be graded for positive drainage,and as shown on these plans.The contractor shall maintain adequate \ \ �/
Ste drainage during all phases of construction.The contractor shall use silt fences for other methods approved by the \ ,\
engineer and applicable municipality)as required to prevent silt and construction debris from flowing onto adjacent \ \ \ \ \ \
properties.Contractor shall comply with all applicable federal,state,or local erosion,conservation,and siltation \ \ \\ 1\'\\
\10.The Contractor shall clear and grub the site and placecompact and moisture condition all fill per the project '1 \ \\, \ \ SHEET NO. DESCRIPTION Cover
\I11Materp backfillarounddminage structures,prin utility crenchez \ \ \ ,or kfill shall bmpacted to 95%of maximum density as determined by thej , \\ \ \1 dProc CS-2 ESTING CONDITIONS PLAN
ckfilling, bmit the so ter hat he ,1 \ `•1
materials.ns reused ontcensed project.Tests shall engineonductedbya Certified laboratory.
materials testing laboratory and the I ,1 ,\1 ,
certifications made byalicensed professional engineer representing the laboratory. 1 \ CS-3 SITE PLAN
12.Proposed contours and gutter gradients are approximate.Proposed spot elevations and roadway profiles/super \ \I , / / CS-4 UTILITY PLAN
elevations are to bens verify
Case cof odiscrepancy. \\ \I ,1//
13.The contractor shall verify and coordinate all dimensions shown,including the horizontal and vertical location ofcurb `\ // CS-5 GRADING/DRAINAGE PLAN Date
inlets and grate inlets and all utilities crossing the storm sewer. j'
14.All curb joints shall extend through the curb.Minimum length of offset joints at radius points is 1.5 feet.All joints CS-6 EROSION CONROL PLAN
shall be sealed with joint sealant. � /// May 19, 2023
15.All handicap ramping,striping,and pavement markings shall conform to ADSA requirements and the'North Carolina
State Building code,Vol.1-C Accessibility Code'. CS-7 NPDES NCGOI NOTES
16.Water and sewer main/services sizes to the property are to be verified by the contractor prior to the start of CS-8 SCMDETAILS
construction.The project engineer has attempted to verify sizes from relevant plans,however exact size/dimensions
can only be determined from field exposure of the relevant line. Scale
17.Contractor shall verify all building dimensions with architectural plans prior to staking building. "I(We)hereby certify that I am(we are)the owner(s)of the property shown CS-9 SCM DETAILS
18.Contractor shall coordinate the sequence of construction with owner. CS-1 DETAILS
19.Any blasting that May gccnr during cpnsttnctipnshaB conform t°all local,atate,and federal regplatipna. and described hereon and that I(we)hereby approve this development plan. 1" = 100'
20.Contractor shall app"6--minimum`°p=°°`°entire area disturbed.
I(We)further certify that all exterior improvements,including but not limited CS-11 DETAILS
to paving and landscaping,as shown on the site plan will be maintained in L-1 LANDSCAPE PLAN
•accordance with this plan. L-2 LANDSCAPE DETAILS S-e e t
•-0..yA/S`lb+l1a 1 of I PHOTOMETRIC PLAN
CS — 1