SWA000119_Plansheet C0.0 - Cover_20220201

N�
M O
CONSTRUCTION DRAWINGS
LEGEND
- - - PR.
RIGHT OF WAY
---------- PR.
LOT LINE/PARCEL LINE
- - PR.
EASEMENT
PR.
BUILDING
PR.
CURB & GUTTER
PR.
RETAINING WALL
- PR.
ROAD CENTER LINE
PR.
HEAVY DUTY PAVEMENT
PR.
LIGHT DUTY PAVEMENT
PR. HANDICAP PARKING
PR.
HANDICAP RAMP
O
PR.
LOT NUMBER
®
PR.
PARKING SPACE COUNT
RI5'
PR.
CURB RADIUS
LOD LOD
PR. LIMIT OF DISTURBANCE
LOD-TP
PR. TREE PROTECTION FENCE
PR. TREELINE
202
PR. 1' CONTOUR
200
PR. 5' CONTOUR
EX. 1' CONTOUR
EX. 5' CONTOUR
- -
EX. PROPERTY LINE
- - - - - -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT PROPERTY LINE
---------------
EX. EASEMENT
EX. 1% ANNUAL CHANCE FLOODPLAIN
NW- Nw
EX. NON -TIDAL WETLAND
SB SB-
EX. STREAM BUFFER
- - - - - -
EX. BUILDING
EX. CURB
- - - - - - - - -
EX. PAVEMENT/EDGE OF GUTTER
---------------------
EX. WALK
- ... - ... -
EX. STREAM/POND
0
EX. TREELINE
EX. TREE
-SD
SD-
EX. STORM DRAIN
-SAN
-SAN
EX. SANITARY LINE
-w
w
EX. WATERLINE
-G
G
EX. GAS LINE
-UGE
UGE
EX. UNDERGROUND ELECTRIC
- OHE
OHE
EX. OVERHEAD ELECTRIC
EXISTING
PROPOSED
FIRE HYDRANT
®
WATER VALVE
a
REDUCER
f
❑
WATER METER
0
POWER POLE
#
#
LIGHT POLE
GENERAL NOTES
1. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ALL WORK SHALL BE
PERFORMED IN ACCORDANCE WITH THE NORTH CAROLINA OCCUPATIONAL SAFETY LAWS. ALL MATERIAL USED ON THIS
PROJECT SHALL BE APPROVED BY THE COUNTY.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES BY CONTACTING NC811 (1-800-632-4949)
72 HOURS PRIOR TO THE START OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE AND
MAINTAIN THE LOCATION MARKINGS DURING THE CONSTRUCTION OF THE PROJECT. IN THE EVENT THAT A UTILITY
LOCATION NEEDS TO BE RE-ESTABLISHED, THE COST TO PROVIDE THIS SHALL BE BORNE BY THE CONTRACTOR.
3. EXISTING UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR AND THE COMPLETENESS OR ACCURACY
OF THE SAME IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF THE
EXISTING UTILITIES BEFORE TRENCH EXCAVATION BEGINS. THEY SHALL PROTECT SERVICE CONNECTIONS AND MAINTAIN
THEIR UNINTERRUPTED SERVICE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. THE
COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.
4. ALL STAKING, RESTAKING, AND CUTSHEETS SHALL BE PERFORMED BY A REGISTERED LAND SURVEYOR OR
PROFESSIONAL ENGINEER AT THE CONTRACTOR'S EXPENSE, INCLUDING SERVICE CONNECTIONS.
SITE NOTES
1. BOUNDARY SURVEY PERFORMED BY ENOCH ENGINEERS, PA DATED 4-5-2021.
2. PRELIMINARY WETLANDS EVALUATION WAS PERFORMED BY WETLAND SOLUTIONS, LLC.
3. PROPOSED LOTS - 173 SINGLE FAMILY LOTS.
4. THE SITE LIES WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN)
PER FEMA MAP 3720026000J EFFECTIVE JANUARY 5, 2006.
5. ALL FACILITIES TO MEET HARNETT COUNTY ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.
6. NO CHURCHES, SCHOOLS OR COMMERCIAL USE AREAS PROPOSED ON THIS SITE.
7. ALL OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA.
FOR
DUNCAN v S CREEK
OLD US 421
LILLINGTON, NORTH CAROLINA
I I I I
I
OLD US-421 (SR 1291)
L IL1,JI JI-
STR-
m
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loo
l
ICI
XI
r
1
STREET D'f- - -
i
1
PA-0
ROAD lSR 12291
KEY MAP
SCALE: 1 " = 500'
SCALE 1 " = 500'
PROJECT TEAM
DEVELOPER:
R&R DEVELOPMENT GROUP OF NC, LLC
1092 CLASSIC ROAD
APEX, NC 27539
ATTN: ROB BAILEY (919)-446-6865
LAND PLANNERS,
MORRIS & RITCHIE ASSOCIATES, INC.
CIVIL ENGINEER:
5605 CHAPEL HILL ROAD, SUITE 112
RALEIGH, NC 27607
ATTN: MR. JEREMY KEENY, PE, PLS
SURVEYOR:
ENOCH ENGINEERS, PA.
1403 NC HIGHWAY 50 SOUTH
BENSON, NC 27504
ENVIRON.
WETLAND SOLUTIONS, LLC
CONSULTANT:
DUNN, NC 28334
CONTACT: ADAM CARTER
SITE DATA
OWNER
CLYDE PATTERSON
4271 LEAFLET CHURCH ROAD
BROADWAY NC 27505
DEVELOPER
R&R DEVELOPMENT GROUP OF NC,LLC
1611 JONES FRANKLIN ROAD, STE 101
RALEIGH, NC 27606
PIN
0630-23-0332
DEED BOOK/PAGE/MAP
1420 614 2006-1026
ZONING
RA-30
MIN. LOT SIZE
25,000 SF
LAND USE
RESIDENTIAL
LAND USE CLASSIFICATION
AGRICULTURAL
SITE AREA
213.30 ACRES
TOTAL DISTURBED AREA
30.83 ACRES
PROPOSED DENSITY
174 SINGLE-FAMILY RESIDENTIAL LOTS
SETBACKS
FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
WATERSHED PROTECTION
NONE
RIVER BASIN
CAPE FEAR RIVER
IMPERVIOUS AREA
EXISTING: 0 SF (0.00%)
PROPOSED: 2,214,604 SF (23.8%)
MAX IMPERVIOUS AREA
PER LOT
11,200 SF/LOT
STREET
DATA
STREET A
3,780
LF
STREET B
5,700
LF
STREET C
900
LF
STREET D
320
LF
STREET E
1,030
LF
STREET F
1,575
LF
VICINITY MAP
SCALE: 1 "=2000'
INDEX OF DRAWINGS
SHEET
C0.0
COVER SHEET
SHEET
CO.1
EXISTING CONDITIONS PLAN
SHEET
C1.0
OVERALL SITE PLAN
SHEET
C1.1
SITE PLAN
SHEET
C1.2
SITE PLAN
SHEET
C1.3
SITE PLAN
SHEET
C2.1
UTILITY & LIGHTING PLAN
SHEET
C2.2
UTILITY & LIGHTING PLAN
SHEET
C2.3
UTILITY & LIGHTING PLAN
SHEET
C2.4
UTILITY NOTES
SHEET
C3.1
STAGE 1 ESC PLAN
SHEET
C3.2
STAGE 1 ESC PLAN
SHEET
C3.3
STAGE 1 ESC PLAN
SHEET
C3.4
STAGE 2 ESC PLAN
SHEET
C3.5
STAGE 2 ESC PLAN
SHEET
C3.6
STAGE 2 ESC PLAN
SHEET
C4.1
GRADING & DRAINAGE PLAN
SHEET
C4.2
GRADING & DRAINAGE PLAN
SHEET
C4.3
GRADING & DRAINAGE PLAN
SHEET
C6.0
ROADWAYY PLAN & PROFILE SHEET INDEX
SHEET
C6.1
ROADWAY PLAN & PROFILE
SHEET
C6.2
ROADWAY PLAN & PROFILE
SHEET
C6.3
ROADWAY PLAN & PROFILE
SHEET
C6.4
ROADWAY PLAN & PROFILE
SHEET
C6.5
ROADWAY PLAN & PROFILE
SHEET
C6.6
ROADWAY PLAN & PROFILE
SHEET
C6.7
ROADWAY PLAN & PROFILE
SHEET
C6.8
ROADWAY PLAN & PROFILE
SHEET
C6.9
ROADWAY PLAN & PROFILE
SHEET
C6.10
ROADWAY PLAN & PROFILE
SHEET
C6.11
ROADWAY PLAN & PROFILE
SHEET
C6.12
ROADWAY PLAN & PROFILE
SHEET
C7.0
ROAD WIDENING & MARKING PLAN
SHEET
C7.1
ROAD WIDENING SECTIONS
SHEET
C7.2
ROAD WIDENING SECTIONS
SHEET
C7.3
ROAD WIDENING SECTIONS
SHEET
C7.4
ROAD WIDENING SECTIONS
SHEET
C7.5
SIGHT DISTANCE PLAN & PROFILE
SHEET
C7.6
SIGHT DISTANCE PLAN & PROFILE
SHEET
D1.0
SITE DETAILS
SHEET
D2.0
UTILITY DETAILS
SHEET
D2.1
UTILITY DETAILS
SHEET
D2.2
UTILITY DETAILS
SHEET
D3.0
EROSION CONTROL DETAILS
SHEET
D3.1
EROSION CONTROL DETAILS
SHEET
D3.2
EROSION CONTROL DETAILS
SHEET
D3.3
EROSION CONTROL DETAILS