SW6220101_Plansheet C-2.0 - Proposed Conditions_Site Plan_20220614

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NORTH
VICINITY MAP
NOT TO SCALE
LANDSCAPING NOTES
1. 30' STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE DEVELOPER, UNTIL SUCH
TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR INDIVIDUAL LOT OWNERS, PER HARNETT
COUNTY LIDO STANDARDS.
2. 30' STREETSCAPE BUFFER SHALL INCLUDE A ROW OF EVERGREEN CONIFERS OR BROADLEAF
EVERGREENS PLACED NOT MORE THAN 5 FEET APART WHICH WOULD GROW TO FORM A
CONTINUOUS HEDGE OF AT LEAST 6 FEET IN HEIGHT WITHIN 2 YEARS, SUPPLEMENTED WITH
LARGE MATURING TREES EVERY 30 FT.
3. STREET TREES SHALL BE INSTALLED SUCH THAT THERE IS AT LEAST 1 DECIDUOUS TREE FOR
EVERY 50 LF OF STREET, TO BE PLANTED STAGGERED ON BOTH SIDES OF THE STREET
APPROXIMATELY 5-10' OUTSIDE THE RIGHT-OF-WAY.
4. STREET TREES SHALL BE AT LEAST 2 CALIPER INCHES AND 6 FT IN HEIGHT AT TIME OF
PLANTING.
5. 15' TYPE A LANDSCAPE BUFFER TO BE INCLUDED ALONG ALL SIDE AND REAR PROPERTY LINES
AS SHOWN ON PLAN. BUFFER SHALL INCLUDE:
5.1. STAGGERED ROW OF LARGE MATURING TREES SPACED NOT MORE THAN 30 FT APART
5.2. LOW -GROWING EVERGREEN SHRUBS, EVERGREEN GROUND COVER, OR MULCH COVERING
BALANCE OF BUFFER AREA
5.3. ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAN 4 TO 6 FT APART WHICH WILL GROW
TO FORM A CONTINUOUS HEDGE OF AT LEAST 6 FT IN HEIGHT WITHIN 2 YEARS
6. THE RETENTION OF EXISTING VEGETATION SHALL BE MAXIMIZED TO THE EXTENT PRACTICAL,
WHEREVER SUCH VEGETATION CONTRIBUTES TO REQUIRED BUFFERING AND SCREENING OR TO THE
PRESERVATION OF SIGNIFICANT TREES.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT COUNTY LIDO. THE
OWNER OR DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO
DEVELOP A PLAN THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR
PERMITTING PURPOSES ONLY.
30' STREETSCAPE BUFFER
' LARGE
MAX I� �30'� MATURING TREE
EVERGREEN HEDGE
_ 15' TYPE A BUFFER
0 E
GE
RG
30' LOW -GROWING SHRUBS,0
COVIEROR MUICH MATURING
4'-6' EVERGREEN GROUND TREE
N /F
FLORENCE C. WELLONS
DB 1594, PG 382
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C41
60.89
205.00
N34°04'26"E
60.67
C42
33.09
205.00
N47°12'27"E
33.06
C43
42.27
255.00
N47°05'00"E
42.22
C44
71.06
255.00
N34°21'06"E
70.83
C45
3.58
255.00
N25°57'59"E
3.58
C46
39.27
25.00
S70°33'52"W
35.36
C47
39.27
25.00
S19°26'08"E
35.36
C48
39.27
25.00
S70°33'52"W
35.36
C49
67.46
255.00
S72°00'51 "E
67.26
C50
26.25
25.00
N4930'51 "W
25.06
C51
134.74
205.00
S0036'23"E
132.33
C52
26.27
205.00
S21 °53'37"W
26.25
C53
39.27
25.00
N7033'52"E
35.36
C54
39.27
25.00
N19°26'08"W
35.36
C55
21.03
25.00
N4939'34"E
20.41
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C56
58.41
50.00
S40°17'24"W
55.14
C57
109.46
50.00
S55°53'19"E
88.87
C58
73.32
50.00
N19°23'09"E
66.93
C59
21.03
25.00
N01 *28'11 "E
20.41
C61
59.83
255.00
N18°50'33"E
59.70
C62
70.22
255.00
N04°13'54"E
70.00
C63
70.22
255.00
N11 °32'47"W
70.00
C64
42.79
25.00
S29'36'08"W
37.76
C65
35.94
255.00
N7436'08"E
35.91
C66
21.03
25.00
N85°20'26"W
20.41
C67
40.17
50.00
S84°15'45"E
39.10
C68
41.15
50.00
N49°08'34"E
40.00
C69
41.15
50.00
N01 *59'11 "E
40.00
C70
76.66
50.00
N6530'49"W
69.37
C71
42.05
50.00
S46°28'11 "W
40.82
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C72
21.03
25.00
S46°28'11 "W
20.41
C74
39.58
205.00
S76°05'43"W
39.52
C75
121.43
205.00
N81°24'17"W
119.66
C76
39.27
25.00
S19°26'08"E
35.36
C77
8.58
205.00
S26°45'49"W
8.58
C78
85.40
205.00
S39°53'50"W
84.79
C79
101.84
255.00
S40°23'26"W
101.16
C80
15.07
255.00
S27°15'25"W
15.06
- -- -- -- -- - -- -- -- -- -- -- -- -- -- -� -- -- -- -- -- -- -- -- ---NURSERY ROAD -SR1117--- -- -- -- -- -- -- -- -- -- -- -- -- --
60' R/W (PUBLIC)
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LEGEND:
PK PK-PK NAIL
EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENL0 ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
CA - COMMON AREA
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47'SPOT ELEVATION
BENCHMARK
D4 WATER VALVE
��, FIRE HYDRANT
[ WATER METER
® CATCH BASIN
TREE
0 GRAVEL
SOIL
0 WETLANDS
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PB 2013, PG 5
WOODSHIRE PHASE FIVE
%` PB 2007, PG 948 436 I /
5/6" f,4gg \436 \ I \ �� / 1 ( / ►\417) WOODSHIRE PARTNERS, LLC.-
ERe �/1�'DB 2668, PG 901
SITE DATA
OWNER
CAVINESS LAND DEVELOPMENT, INC.
MAILING ADRESS
1041 B ROBESON ST
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28305
PIN NUMBER
0506-75-8231.000
0506-88-4099.000
TOTAL SITE AREA
1,512,949 SF (34.73 AC)
AREA TO BE DEVELOPED
1,512,949 SF (34.73 AC)
CURRENT ZONING
RA-20R, CONSERVATION ZONING
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
71
DISTURBED/DENUDED AREA
31.2 ACRES
OPEN SPACE REQUIRED
TOTAL: 6.95 ACRES
IMPROVED: 0.70 ACRES
OPEN SPACE PROVIDED
TOTAL: 10.92 ACRES
IMPROVED: 1.18 ACRES
SETBACKS REQUIRED:
RA-20R
FRONT
20 FT
CORNER SIDE
15 FT
SIDE
5 FT
REAR
15 FT
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES, ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6, ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS,
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
8. SITE LIES WITHIN THE MILITARY CORRIDOR OVERLAY AND
MAY BE ADVERSELY IMPACTED BY OPERATIONS ON BASE.
9. THIS PROJECT LIES WITHIN THE VOLUNTARY AGRICULTURAL
DISTRICT BUFFER.
10. NURSERY ROAD IS ON THE HARNETT COUNTY
COMPREHENSIVE TRANSPORTATION PLAN.
11. ALL REQUIRED BUFFERING WILL BE MAINTAINED BY THE HOA
AND SHALL NOT BE REMOVED.
12. MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE
STRUCTURES OUTSIDE OF NCDOT R/W TO BE MAINTAINED
BY OTHERS (NOT NCDOT). MAIL KIOSK AND SIDEWALK
MAINTENANCE ALSO TO BE PERFORMED BY OTHERS (NOT
NCDOT).
5/g» \
ERB /
ROADWAY TYPICAL SECTION
V v 29' BC -BC
O�
*STREET TREES 10.5' 14.5' 14.5'
NO MORE THAN
50 FT APART 2 5'
12' 12'
1.5/% 2% 2" SF9.5B
See Plops
8" CABC
6'1
0
3.5' �, [if
i
4' SW
1.5%
o- NOTES
Ld w
z 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
0 ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
SEE PLANS FOR LOCATION OF SIDEWALK.
o a31201�1
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solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
OVERALL
SITE PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
GRAPHIC SCALE
100 0 50 100 200 400 MARCH 10, 2022
( IN FEET ) SHEET NUMBER
1 inch = 100 ft.
C-200