SW3210803_Plansheet - Cover Sheet_20210915

BELLE MAR SINGLE FAMILY RESIDENTIAL
Sheet List Table
ORIGINAL
ISSUE DATE
REVISION
DATE
REVISION
NUMBER
SHEET
NO.
SHEET TITLE
C1.0
COVER SHEET
0511112021
0911012021
B
C1.1
GENERAL NOTES & LEGENDS
0511112021
0911012021
B
C1.2
NCDEQ NOTES
0511112021
0911012021
B
--
SURVEY
0710912021
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
0511112021
0911012021
B
C3.0
SITE PLAN
0511112021
0911012021
B
C4.0
EROSION CONTROL STAGE 1
0511112021
0911012021
B
C4.1
EROSION CONTROL STAGE 2
0511112021
0911012021
B
C5.0
EROSION CONTROL STAGE 3
0511112021
0911012021
B
C5.1
EROSION CONTROL STAGE 4
0511112021
0911012021
B
C6.0
GRADING & DRAINAGE PLAN
0511112021
0911012021
B
C7.0
ROADWAY PLAN & PROFILE FOR BELLE MAR LANE
0511112021
0911012021
B
C7.1
NCDOT TRAFFIC CONTROL PLAN
0511112021
0911012021
B
C7.2
SIGHT DISTANCE PLAN & PROFILE BELLE MAR LANE
0511112021
0911012021
B
C8.0
EROSION CONTROL DETAILS
0511112021
0911012021
B
C8.1
GENERAL DETAILS
0511112021
0911012021
B
C8.2
NCDOT DETAILS
0511112021
0911012021
B
C8.3
BMP DETAILS
0511112021
0911012021
B
C8.4
GENERAL DETAILS
0511112021
0911012021
B
C8.5
SEDIMENT BASIN DETAILS
0511112021
1 0911012021
1 B
OWNER / DEVELOPER
NAME: DEVELOPMENT SOLUTIONS GROUP, LLC
ADDRESS: 11121 CARMEL COMMONS BLVD., STE 360
CHARLOTTE, NC 28226
CONTACT: KENT OLSON
PHONE NUMBER: 704-543-0760
EMAIL: [e-mail]
0-
Know what's below.
Call before you dig.
N/F /
MATTHEWS RICHARD
DARYL
PID 06150077A
DB 5379 PG 819 N/F
MORRIS MARY MATTHEWS HEIRS I
ZONING: R-40 PID 06150077D
WEDDINGTON DB 6113 PG 530
PB - PG -- i I
AND S CREAGE/AG ZONING: RCD WEDDINGTON
\ LAND USE: RES/AG ACREAG I
O
L
1392 I
N/F Il \ \ \ HEMMIG STEVE
\ N/F I HEMMIG NANCY
\ \ \ KEEN HENRY B 111 & WIFE PID 06750077B I
,� O > ADELL S I DB 6538 PG 183 N/F
/ \ DPI 06150 77 PB - - • PG - - MATTHEWS RA CHEL M
ZONING: R-40 PID 06150077E
/ \ PB - - . PG - - I WEDDING TON DB 6537 PG 836
ZONING: R-40 LAND USE: PB - PG --
WEDDINGTON
LAND USE: RES/AG ES/AG ACREA�E ZONING: TON
ACREAGE WEDDINGTON i
N/F
COPTIC ORTHODOX DIOCESE
OF NC SC KY i
PID 06753073A
DB 7285 PG 385
PC: G; PG: 385
ZONING: RCD WEDDINGTON
LAND USE: RES/AG L
N/F
/
SHEPHERD MARK
PID 06153008B
t
DB 5744 PG 640
ZONING: R-40
/
WEDDING TON
LAND USE:
/
RES/AG ACREAGE
d
rl...
N/F
HEMBY KENNETH
HOWARD ET AL
PID 06153008
DB -- PG --
ZONING: RCD
WEDDINGTON
LAND USE: RES/AG
ACREAGE
R/W
7--j ... ..... ........ ...
/ N/F
/ MATTHEW ALLEN
MILFORD
PID 06153218
/ DB 5478 PG 777
SUBDIVISION LOT -
GROUP 2
ZONING: RCD
WEDDINGTON
1 USE: SUBDIVISIE
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
N/F
DANNY W. SIMPSON
PID 06153216
DB 6956 PG 875
SUBDIVISION LOT - GROUP
2
ZONING: RCD WEDDINGTON
LAND USE: SUBDIVISION LOT
OVERALL SITE
100, 0 100, 200'
SCALE: 1 "=100' (Horiz.)
N/F
MARY N KRATT ET AL
PID 0615 O10
DB 0937 PG 0388
ZONING: RCD WEDDINGTON
LAND USE. RES/AG ACREAGE
APPROX. LOCATION FUTURE REA ROAD
EXTENSION RIGHT-OF-WAY
tl
TOWN OF WEDDINGTON, UNION CO., NC
MAY 2021
tl
VICINITY MAP
SITE STATISTICS:
TAX MAP & PARCEL #:
DEED BOOK/PAGE:
TOTAL SITE AREA:
NCDOT R/W (REA RD EXT):
NCDOT R/W (OLD MILL RD RNA
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
3498/775
16.996 ACRES
±4.53 ACRES
0.45 ACRES
±12.02 ACRES
R-CD
WEST FORK TWELVE MILE CREEK
CATAWBA
VACANT
SINGLE FAMILY RESIDENTIAL
3.0 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. C/L 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)
RIGHT-OF-WAY
6'-0 18'-0"
6'_0" 5'-0
SHOULDER PAVEMENT
SHOULDER DITCH
A
1/4" PER (TYP.) 1/4" PER (TYP.)
I
B
OP
w r pE
4'-0"
EDP
PROP. DITCH TO BED
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 EDP TO EXISTING R/W)
(INTERNAL TO DEVELOPMENT)
1. SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 100% IN O 3 - S9.5C (FINAL 1 1/2" NOT TO
OA 1 1/2 BITUMINOUS CONCRETE SURFACE COURSE, S9.5B
ACCORDANCE WITH AASHTO-T99 AND NCDOT SPECIFICATIONS BE INSTALLED UNTIL 80% BUILDOUT)
SECTION 500. © 3" - 119.00
© 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE, S9.5B
2. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A DENSITY ©
5" - B25.00
© 10" COMPACTED AGGREGATE BASE COURSE OR 5"
OF 100%.
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 ACCESSEACH
S FUTURE PHASES UNTIL THOSE PHASES R
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
PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
05/11 /2021
B ADDRESSED COMMENTS FROM TOWN OF WEDDINGTON AND NCDEQ 0911012021
A ADDRESSED COMMENTS FROM TOWN OF WEDDINGTON AND NCDOT 0810412021
REV.NO. I DESCRIPTIONS DATE
CIVIL ENGINEER
v NFM&CREED
00,
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VS
8020 Tower Point Drive
043852, Charlotte, North Carolina 28227
-�- Phone: [phone], Fax: [phone]
GIN".
NC License# F-1222
/ www.mckimcreed.com
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