NCC221715_Site Plan or Location Map_20220505

BELLE MAR SINGLE FAMILY RESIDENTIAL
Sheet List Table
ORIGINAL
ISSUE DATE
REVISION
DATE
REVISION
NUMBER
SHEET
NO.
SHEET TITLE
C1.0
COVER SHEET
0410712022
0
C1.1
GENERAL NOTES & LEGENDS
O410712022
0
C1.2
NCDEQ NOTES
O410712022
0
--
SURVEY
0710912021
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
0410712022
0
C3.0
SITE PLAN
0410712022
0
C4.0
EROSION CONTROL STAGE 1
0410712022
0
C4.1
EROSION CONTROL STAGE 2
0410712022
0
C5.0
EROSION CONTROL STAGE 3
0410712022
0
C5.1
EROSION CONTROL STAGE 4
0410712022
0
C6.0
GRADING & DRAINAGE PLAN
0410712022
0
C7.0
ROADWAY PLAN & PROFILE FOR BELLE MAR LANE
0410712022
0
C7.1
NCDOT TRAFFIC CONTROL PLAN
0410712022
0
C7.2
SIGHT DISTANCE PLAN & PROFILE BELLE MAR LANE
0410712022
0
C8.0
EROSION CONTROL DETAILS
O410712022
0
C8.1
GENERAL DETAILS
O410712022
0
C8.2
NCDOT DETAILS
O410712022
0
C8.3
BMP DETAILS
O410712022
0
C8.4
GENERAL DETAILS
O410712022
0
C8.5
SEDIMENT BASIN DETAILS
O410712022
0
OWNER / DEVELOPER
NAME:
ADDRESS
CONTACT:
PHONE NUMBER
EMAIL:
0
Know what's below.
Call before you dig.
DEVELOPMENT SOLUTIONS GROUP, LLC
11121 CARMEL COMMONS BLVD., STE 360
CHARLOTTE, NC 28226
KENT OLSON
704-543-0760
[e-mail]
---- AC
AL - / / /
N/F /
MA TTHEWS RICHARD
DAR YL i
PID 06750077A
DB 5379 PG 879 / N/F
PB -- • PG -- MORRIS MARY MA TTHEWS HEIRS i
ZONING: R-40 PID 06150077D
WEDDINGTON DB 6113 PG 530
LAND USE: RES/ PB - AG PG �
ACREAGE ZONING: RCD WEDDINGTON
\ LAND USE: RES/AG ACREAGE- I
i
IVCo
M/�,\ A� J �O• vas R �OqO
M/ I
HEMMIG STEVE I
KEEN HENRY B 111 & WIFE PIDM06150017B
/ 10 ADELL S DB 6538 PG 183 I N/F
PID 06150077
DB PG = PB --• PG -- MA TTHEWS RACHEL M
-- -
l ZONING: R-40 PID 06150077E
PB - - • PG - WEDDINGTON DB 6537 PG 836
\ \ / ZONING: R-40 LAND USE. _
PB - PG -
WEDDINGTON
/ ES/AG ACREA E ZONING: R-40
LAND USE: RES/AG WEDDINGTON i
ACREAGE
NIF
COPTIC ORTHODOX DIOCESE
OF NC SC KY / l
PID 06753073A
DB 7285 PG 385
PC: G; PG: 385
ZONING: RCD WEDDINGTON
LAND USE: RES/AG
ACREAGE
d
�d
%d
\
N/F
SHEPHERD MARK
/
PID 061530088 1
DB 5744 PG 640
ZONING: R-40 Q�
WEDDINGTON
LAND USE:
/
RES/AG ACREAGE
/
Qj
Qom/
N/F
HEMBY KENNETH
HOWARD ET AL
PID 06153008
DB -- PG --
ZONING: RCD
WEDDINGTON
LAND USE: RES/AG
ACREAGE
-� R/W
�- �d
/ N/F
/ MATTHEW ALLEN
MILFORD
PID 06153278
/ DB 5478 PG 777
SUBDIVISION LOT -
GROUP 2
ZONING: RCD
WEDDINGTON
I USE: SUBDI VISI2
T GROUPI
/
N/F
CHRISTINA RAW HEDGES
PID 06153217
DB 7816 PG 793
SUBDIVISION LOT - GROUP
2
ZONING: RCD WEDDINGTON
LAND USE: SUBDIVISION LOT
GROUP 2
IMATTHE WS FACHEL M
PID 061 6077C
DB E537 836
/ 8 PC
PB PC
ZONING: R-40
\ WEDDINGTON
2 \ \ VO \ / \ LAND USE: RES/AG
ACREAGE
IV/F
DANNY W. SIMPSON
PID 06153216
DB 6956 PG 875
SUBDIVISION LOT - GROUP
2
ZONING: RCD WEDDINGTON
LAND USE: SUBDIVISION L 0 T
nnni In �
OVERALL SITE
100, 0 100, 200'
SCALE: 1 "=100' (Horiz.)
N/F
MARY N KRATT ET AL
PID 06153010
DB 0937 PG 0388
ZONING: RCD WEDDINGTON
LAND USE: RES/AG ACREAGE
APPROX. LOCATION FUTURE REA ROAD
EXTENSION RIGHT-OF-WAY
TOWN OF WEDDINGTON, UNION CO., NC
APRIL 2022
1j-
VICINITY MAP
ROAD N ME ROA
h
WEDDINGTON
CHURCH RD
(SR-1317
FO
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73g�� R
o s2� D
s
0
a
REA RD
(SR01376)
Cy SITE
wq y
SITE STATISTICS:
TAX MAP & PARCEL #:
DEED BOOK/PAGE:
TOTAL SITE AREA:
NCDOT R/W (REA RD EXT):
NCDOT R/W (OLD MILL RD R/W)
RESIDENTIAL SITE:
ZONING:
WATERSHED:
RIVER BASIN:
EXISTING LAND USE:
PROPOSED LAND USE:
LIMITS OF DISTURBANCE:
OPEN SPACE REQUIRED:
OPEN SPACE PROVIDED:
REQUIRED MIN. LOT SIZE:
PROVIDED MINIMUM LOT SIZE
MIN. LOT WIDTH:
NUMBER OF LOTS:
MINIMUM SETBACKS:
FRONT
SIDE
REAR
TOTAL LENGTH OF ROADS
TOTAL PRIVATE R/W AREA:
ACCESS EASEMENT AREA:
BMP PARCEL AREA/OPEN SPACE
TOTAL LOT AREA:
VICINITY MAP
N.T.S.
06153009
8226/0043
16.996 ACRES
±4.53 ACRES
0.45 ACRES
±12.02 ACRES
R-C D
WEST FORK TWELVE MILE CREEK
CATAWBA
VACANT
SINGLE FAMILY RESIDENTIAL
4.0 AC
N.T.S.
52,359.12 SF (10% OF RES. SITE AREA)
64,817.91 SF
40,000 SF
40,000 SF
120'
10
50'
15'
40'
822.65 LF (INCL. CIL OFFSET IN CUL-DE-SAC)
1.03 ACRES
0.025 ACRES
1.488 ACRE
9.477 ACRES
PROJECT SCOPE INCLUDES DEVELOPMENT OF SITE ENTRANCE, ROADWAY, PERMANENT
STORM WATER MEASURES, AND INSTALLATION OF WATER LINE (WITH ASSOCIATED
APPURTENANCES). INDIVIDUAL LOTS, TO INCLUDE FINAL DRIVEWAY AND BUILDING PAD
LOCATIONS, WILL BE DESIGNED, PERMITTED, AND DEVELOPED BY OTHERS.
BELLE MAR LANE WILL BE A GATED PRIVATE ROAD WITH A PUBLIC RIGHT-OF-WAY TO
ALLOW FOR UTILITIES AND ACCESS TO PERMANENT STORM WATER MEASURES.
50'-0" (MINIMUM)
14
RIGHT-OF-WAY
6'-0" 18'-0"
6'-0" 7'-6"
14
SHOULDER PAVEMENT
SHOULDER CAL DITCH
A
1/4" PER FT. (TYP.) 1/4" PER FT, (TYP.)
0---
7
*�0OF
J
4'-0"
EOP
PROP. DITCH TO BE
WATER MAIN
INSTALLED ON BOTH
SIDES OF ROAD
(REFER TO
PLAN SHEETS)
NOTES: PAVEMENT STRUCTURE WITHIN NCDOT R/W
PAVEMENT STRUCTURE OUTSIDE NCDOT R/W
(FROM OLD MILL RD EOP TO EXISTING R/W)
(INTERNAL TO DEVELOPMENT
1. SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 100% IN () 3" - S9.5C (FINAL 1 1/2" NOT TO
� 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, S9.513
ACCORDANCE WITH AASHTO-T99 AND NCDOT SPECIFICATIONS BE INSTALLED UNTIL 80% BUILDOUT)
SECTION 500. �J 3" - I19.0C
1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, S9.519
2. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A DENSITY OF 100%. 5" - B25.00
© 10" COMPACTED AGGREGATE BASE COURSE OR 5"
BITUMINOUS CONCRETE BASE COURSE, B25.00
3. ASPHALT COMPACTION SHALL BE IN ACCORDANCE WITH NCDOT
SECTION 610.
4. IF REQUIRED BY THE TOWN, TESTS SHALL BE CONDUCTED BY AN
NDEPENDENT TESTING FIRM AT THE DEVELOPERS EXPENSE.
5. FINAL LIFT OF PAVEMENT SHALL NOT BE PLACED UNTIL AFTER
80% OF HOME SITES ARE DEVELOPED. THE FINAL LIFT OF
PAVEMENT SHALL NOT BE PLACED FOR STREETS THAT WILL BE
TO ACCESS
S FUTURE PHASES UNTIL THOSE PHASES R EACH
80% BUILD -OUT. TYPICAL SECTION
RESIDENTIAL LOCAL STREET W/ SHOULDER AND DITCH
(FROM TOWN OF WEDDINGTON STD NO. 100 (SEPT 2014))
CERTIFICATION OF APPROVAL OF THE CONSTRUCTION PLAN
ON THE WEDDINGTON TOWN ENGINEER APPROVED THE CONSTRUCTION
PLAN OF THE BELLE MAR SUBDIVISION. THIS CONSTRUCTION PLAN AND ITS PRELIMINARY PLAT
SHALL BECOME NULL AND VOID IF, AFTER TWO YEARS OF APPROVAL OF THE CONSTRUCTION
PLAN, CONSTRUCTION OF THE IMPROVEMENTS TO THE LAND HAVE NOT BEEN COMPLETED, OR IF
AN APPROVED PERFORMANCE GUARANTEE HAS NOT BEEN EXTENDED WITH THE CONSENT OF THE
TOWN COUNCIL, IN ACCORDANCE WITH SECTION 46-44 OF THE SUBDIVISION ORDINANCE.
WEDDINGTON TOWN ENGINEER
ISSUED
FOR CONSTRUCTION
04/07/2022
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ISSUED FOR CONSTRUCTION
0410712022
REV.NO.
DESCRIPTIONS
DATE
CIVIL ENGINEER
�MFKIM&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
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