NCC232138_Site Plan or Location Map_20230719

COMMERCIAL EPM#425996FkintèIde H,MBmGHT RP
NORTH CAROLINA HAMBRIGHT JUNCTION �\
Approved I ColeJenest
As Noted : & Stone
PROJECT NARRATIVE: Town of Huntersville Planning Department
COMMERCIAL SITE PLANS Ban Richards 7) 05/09/2023 �•�THIS PACKAGE INCLUDES ONLY THE AREA NORTH OF THE DIXON BRANCH Approved Erosion Asst.Planning Director /�fy�� �R KJLGJlgtr2 Shaping the Environment
REVIEWED by Randy Frazier \\1151‘
STREAM AND ASSOCIATED WITH THE ELEMENTS OF THE PROPOSED Fire Plans Examiner Control Gl�/jeto, R, Realizing the Possibilities
Mecklenburg County Code Enforcement Agency:T°wn°rrvumersvine Engineering Depanmem l� '� Town of Huntersville Engineering Department ,ExAHoauH
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MULTI-FAMILY SITE PLAN.THIS INCLUDES THE PROPOSED PUBLIC
p meaesgneng^eer.Tn m"e Andrew Cheek,E.I.
NOTICE HUNTERSVILLE, NC -n,mama�pabes�nd --- , 05/09/2023 Land Plannin
ROADWAY AND ASSOCIATED STORM DRAINAGE AND GRADING,AS WELL a staff Engineer _` + g
Fire Marshal onsfrapproelai of thisplan is conceptual Revlew of the tlesin concept is found to be acceptable regarding I
AS WORK ON HAMBRIGHT ROAD AND STATESVILLE ROAD AS REQUIRED AS nature. ■y: JA o,ib9ab2t g P p rega g�^ere Landscape Architecture
A full"For Construction°Civil set of drawings + conlormanca fo Me Town engineering srantlards ;�;.�. III +
PART OF THE TIA. mnt ansubmitted at the time of permitting Note:This review was carried out based on the informationprovided 7�
reviewd will be the final approved drawings. Civil Engineering
EPM #42 59 9 6 (SITE) by the design enginee r. This review was done using the minimum +
THE REMAINING PORTIONS OF THE FULL SITE BUILD-OUT,AS SHOWN IN acceptable standards of the town and county. VICINITY MAP N.T.S. ED
Urban Design
THE REZONING PLAN/SKETCH PLANS(EPM#413512),WILL BE SUBMITTED 200 South Tryon Street,Suite 1400
UNDER SEPARATE COVER. SURVEY DISCLAIMER Charlotte,North Carolina 28202
EPM #425477 (BUILDING) SURVEY ISSUE DATE,(844)ER 23,2020 PROVIDED BY
TIDEMARK LAND SERVICES,3556 CENTRE CIRCLE SUITE A, p+7043761555 f+70q 3767851
ADDITIONAL NOTES FART MILL,sG zs71 s (aa4)ass-sz63 url+www.colejeneststone.com
1. REFER TO CHARLOTTE WATER PLANS(JOB NO.100-22-515(S)+ RELATED PLANS: THE BLACKBURN
100-22-014(W))FOR PUBLIC UTILITY INFORMATION.PUBLIC UTILITIES SHOWN ON THIS PLAN SET ARE DEPICTED FOR REFERENCE ONLY. REZONING/SKETCH PLAN EPM #413512
REZONING/SKETCH PLAN EPM #413512 GROUP, LLC.
�I I _ 0 0 0 o o 0 0 0 0 0 0 0 o SHEET LIST
� US HIGHWAY 21 (STATESVILLE RD) // 310 ENTERPRISE DRIVE
�` ,T C o0o COVER SHEET OXFORD, MS 38655
I _'^ (VARIABLE PUBLIC ROW) /
r� Q C 001 GENERAL NOTES
C-100 DEMOLITION PLAN
!�1. T' ~ / TREE PRESERVATION PLAN
ka
�— C 0C-1010 204 DIMENSON CON ROL PLAN HAMBRIGHT
® I I II �/ C 300 314 EROSI ON CONTROL PLAN
® I I /i C 400 404 GRADING AND DRAINAGE PLAN JUNCTION
I / - -- �55 C-405 STORM DRAINAGE SCHEDULE
zo'PLANTING sTRIPi �� �- (
- C-406 PRE DEVELOPMENT DA MAP
--A i / 1 10'MULTI-USE PATH - __ MULTI-USE PATH 2 \ C-4O7 POST DEVELOPMENT DA MAP
I / -ID' :•_. • Irk I / C 408 POST DEVELOPMENT DA MAP(WQv)
\ I N ® C 409 INDIVIDUAL DRAINAGE AREAS
" / I / / C-410-415 STORM DETENTION DETAILS
017-212-05 I — BLDG C
BROWN TRUCK& — I \
I N' N C-420 CULVERT PLAN+PROFILE 11209 STATESVILLE RD.
TRAILER MFG CO (3 STORY-30 UNITS) �-( G I C-430-431 FLOODPLAIN CROSS SECTIONS
_ `" r ^" Z HUNTERSVILLE, NC 28078
"pie,
DB.02545,PG.515 o u 1 , m C 500 504 UTILITY PLAN
ZONING:SP I o ' \
\\\.\\
Q N v / C 505 506 SEWER PLAN+PROFILES
USE INDUSTRIAL \ FUTURE I ' Z C 0 ' C 600 601 ROAD PROFILES
CO LL
I
DEVELOPMENT PARCEL , ¢4 M III II ° m� \ r OVERALL PROJECT
C 602 SIGHT DISTANCE PROFILES
m } O '1 0 ' / C 603 FIRE ACCESS PLAN
I I, AMENITY w 1 --I 1 Z 0 ► co C-604 TYPICAL STREET SECTIONS
Qo � it m � I PLAN
O °° ' - I , I D J 14 \ \ C-700 PLANTING PLAN
I I co`O ±" L 60 _ 1 - C-800-807 SITE DETAILS
1 I ,��� ' ji
I _ V 100 101 SITE SURVEY
II __ ) I •j sr B WC3TER / * FOR ALL PUBLIC UTILITIES REFER TO CHARLOTTE
T rrI��° .Ww — % / , ) - l WATER PLANS(JOB NO.100-22-515(S)).
CC Q I til AMBRIGHT JUNCTION DRIVE_ ©�f��'allii-
/ Project No.
y i /* / ■`��■ d (63'PUBLIC ROW) _. " / EXISTING WETLAND
Q m \ IVE/ �� i� I � �---------1 ,- ) ;� \�. m J / / ' 4578.02
O a �` FtIGNT JUNC OWl ORS - - t- -- y`� � _ •
W HAMB (66,PUBLIC R ar
> , IssuedNm
J u (3 ST RYD 24 UNITS) 11" BLDG G / / co /y.0 3 'POST CONSTRUCTION 09/28/21
_ m )1 ` �r A—�t ',- in (3 STORY- / OQ ■ ■ h I- 24 UNITS) / / \ WIM BUFFER
g. ffr SPACE WIII —
ii." �d PERVNNIAL STREAM
URBAN OPEN T t-- Z w •
CO .4( (GREEN) l V - — — rA_ - / i
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L,%1 \ � Y ��C° 1„ 4 (
- - ! ai_ 30'POST CONST TION BUFFER 'I_ m - s I \ I % '.
- INTERMITTENT STREAM � a III /I \ EXISTING WETLAND
' • • _ • III M IPA + 61 ®�
IRTH MECK SELF .b \. 20 Revised
017-213-13
IIIIII •�r !�0 y
3Z 6619,PG.441I II STORMWATER
STORAGE LLCI /
\ % - 1 I 10/22/2021 TOWN OF HUNTERSVILLE LAND
\ - - 1 BMP C2 DEVELOPMENT SUBMITTAL
- i I > / /// • 919
I 1� ° .�\. \' \ 02/03/2022 TOWN OF HUNTERSVILLE LAND
USE:MINI �� �� \ - - / , �k\\ DEVELOPMENT 2ND SUBMITTAL
WAREHOUSE ^ EXISTING WETLAND • •\ J , - l_.—, 1 I ►i/, - •�\\\ \\ I� os/za/zazz TOVM OF HUNTERSVLLE LAND
- ler \ • 11I1li
-9 � \\\\ \\\\\\I — —— 09/28/2022 TOWN OF HUNTERSVILLE LAND
Rye / R BLDG F'I \•
\\ \��\�' i DEVELOPMENT 4TH SUBMITTAL
28 / FEW \ \ 1 I �„, \\\\\
( qy ;' 12/01/2022 TOWN OF HUNTERSVILLE LAND
D / (3/4STORY-42UNITS ��� ���'�
���/7•S.) °4` �� A �V�`t ) I I V �cp��VAAAAAy� DEVELOPMENT 5TH SUBMITTAL
`^, � . /�� - 1 � \ ���A� �. 04/24/2023 TOWN OF HUNTERSVILLE LAND
I < �3�4 a ��lila I N l i III• ® 1 '•�°° •
\\\\ v I• /� - RETAINING WALLS: DEVELOPMENT 6TH SUBMITTAL
S % \ �_ :;10'GREENWAY .fie }� • /!I - _ ALL RETAINING WALLS REQUIRING SPECIAL INSPECTIONS(>5'IN
A\�� 74-
`V:1
/ , \',-`,1�`- i / /I' _ - HEIGHT)SHALL MEET THE REQUIREMENTS OF THE NC CHAPTER
MINI
MECKLENBURG
DE
II
' \ �,.. a�.......... \�.... 8�N/J'SJ / PERENNIAL STREAM li \\ / -- _ - - - I.j- -III _ INSPECTIONS
ADDITIONALLY,COP ESONS AS DETAILED PER THE
YIOFOTHEEREOTAINENG ENFORCEMENT SPECIAL
PLANS SHALL BE t &Me��_
I \/6 � ` ` \ - i - _ I I _ SUBMITTED TO THE HUNTERSVILLE ENGINEERING DEPARTMENT FOR / SEAL�^ n
\ • +N REVIEW AND APPROVAL.THE TOWN OF HUNTERSVILLE SHALL BE Q]
8 I ` \ 1 COPIED ON ALL STATEMENTS OF SPECIAL INSPECTIONS,SPECIAL - C t596`r
I l ` j / �\® I INSPECTIONS FINAL REPORTS,AND DESIGN PRINCIPAL IN .P 0
Il , \ / STOBIMP AATER 1 '- t . / �' i g i - RESPONSIBLE CHARGE(DPIRC)LETTER. R 0 / e/ ll I \. / ��' / �- ' t\(,./-:' I STREETS: ,ot ��iO///0j101r ��/'�/.� I / THE TOWN OF HUNTERSVILLE REQUIRES THAT ALL STREETS """t/ ltl44/1/fr-',„..,.,,,
� �' ♦����I�Vj',��j� ♦ i ��'POST O�BUFFEF2' / .I PROPOSED TO BE TAKEN OVER BY THE TOWN FOR MAINTENANCE ,p...........�z TT nn CARp�oi�
It I \ \ �i'i/'/'�1-- _��-� ,...-----1 d BE REVIEWED,INSPECTED,AND CERTIFIED BY A LICENSED j N C .,'�, � S••"'. iz
rI l — /�// -� d PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH F.' pE t 7'��:
• ,jam i N - CAROLINA FOR ADEQUATE CONSTRUCTION.REVIEW OF STREET •e' r ,, - -
llI — ' -� / - / � `' ICONSTRUCTION BY THE CERTIFYING ENGINEER IS REQUIRED - SEAL/ ,t I I \iiii -_/ >/� - - ITHROUGHOUT THE CONSTRUCTION PROCESS.REFER TO THE TOWN864?• _ = t25163x OF HUNTERSVILLE ENGINEERING STANDARDS AND PROCEDURESo -
N.
/ —�_ ' - I AL INFORMATION INCLUDING THE REQUIRED s•••.4 1f 4, A,-.4„INEC-Q-i4���10,
- - _ - �OG _ iIIn CERTIFICATION FORM. S<'`q�•• PPp�c °TODD \S; `G � p MANUAL FOR ADDITION
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s4,I I 0 30' 60' 120'
C-000
North 811
Carolina The drawings,the project manual and the design shown
n■■Ae theron are instruments of Bolton&Menk,Inc.,d.b.a.
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE ColeJenest&Stone.Thereproductlon or unautho,ized
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED use of the documentswfhout consent of Bolton&Menk,
PRIOR TO CONSTRUCTION. Inc.,is prohibited.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG
MEN,ETC.,AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. ©Bolton&Menk,Inc.,2021
3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS,29 CFR,PART 1926,SUBPART P.OR AS AMENDED.