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ems, h'C
Lillington
., ...--- . 50' Rixht-of-way
2" SF-9.5 A Superpave Asphalt Mix
9" STBC, Type A or C 2'-6" Valley
1-1/2" SF-9.5 A Superpave Asphalt Mix Curb & Gutter
8" ABC, Type B
-� TYPICAL 29B-B ROAD SECTION
Not To. Scale
1 � /
/
Street Tree Requirements Notes
Sheet TWO Of Two
The subdivider/developer shell either plant or retain existing healthy trees so that there is at
least one (I) deciduous tree for every 50 linefeet of street Street trees shall be planted or
All tilitiUtilities Note
ues and drains ,g a easements are to
be centered in
PreliminarySubdivision Plan
Phases 1-3
retained along both sides of newly created public streets. Street trees shall be staggered on
sides of the rfgbt(s)-of-way on local or cul-de-sac streets in residential subdivisions.
a Public Dedicated Utilityor Drainage Easement, refer to
g
�
Approved under. the Compatibility Design Concept
Street trees shall be of species that is expected to attain a minimum height 25 - feet
at maturity. Where required street trees are located under overhead utility lines,
, the species
cies
approved construction plans for finalized
locations.
�c
Partridge Village Subdivision
shall be of a type to reach a maximum of 20 to 25 feet. All street trees shall be at least
�'N
two (2) inches in caliper and a minimum of six (6) feet in height at the time of planting
Street trees be in linear
a
�Z
Black River & Neills CreekTownship Harnett County, NC
shall planted a arrangement parallel to the street no less than
five (5) feet and no more than 10 feet outside the right-of-way. Street trees shall be planted
Note
y°
by
„ ,
Scale: 1 = 100 Date: 1-7-19
at least eight (8) feet from utility poles and 10 feet from electrical transformers.
No UNPERMITTED disturbance is permitted
within
y
Zoned: RA-30 and CONS
the 30' Blueline stream buffers as shown
hereon.
PIN: 0662-01-2507.000 PID: 110662 0026
PIN. 0662-11-4777.000 PID: 040672 0205
\\-
1 \------
0 100 200
Course
/L
/
Bearing
Distance
Course�eaB-ng
istance)
L-1
N OM236" E
4 3'
L-37
0
40.9
L-2
N 4435 25" W
53.96'
L-38
N 49'49'04" V
35%
L-3
S 6403726" W
50.82'
L-39
N 85'05'37" E
79. 0'
L-4
N 83' 4'54" W
39.6 '
L-40
\ 40'335e E
26.53'
L-5
\N 15.36'19"
86. 2' k
L-41
S 66'41'05 E
2-.13'
-6
N 14 26'11 " k
63. 6'
L-42
N '14'34' E
3 5'
L-7
N 33'36'13" W\
61.68'
L-43
N 51° 749" W
27 '
L-
4353'01 " W
75.2
h
5 61'38'48" E
D
L-9
S 4955 57" E\
50.6 '
L-45
N 8732'10" E
4 8
L-10
N 82'43'13" E 1,
95.20
L-48
N 55° 4'13" E'
21.36'
L-11
S 55"3848" E)
60.63'
L-4F1
S 64'4018- E
8.9
L-12
S 25"25'12" E
67.59'
L-48 I
N 53'06'41 " E
20.
3
S 02°09'45;-W
55.68
L-49
37°10'06" E
2
-14
S 78'44'0 " E
9.00
L-50
S 61 45"-E
_
51.
` L-15
S 09'10 26-" E
36.34
L-51
N 60°21 '57" E
22.5 '
L-16
S 45'46'16" 9
4.90'
L-52
S 82'Ol'67" E
21.65,
L-17
N 78'26'18"
14.57'
-53
8'02 13-£
37M ,
L-18
S 67"58'15" E
39.99,
L-64
S 61'08'12" E
33.48' l
L-19
3438'58" E'
22.84'
L-55
S 83°4449" E
40 94'
20
00*0353" E
26.41'
L-56
S 42"05' " E
26. 6'
L-21
N 79'5633" E
16.73'
L-57
N q 05'54"
11. '
L-2
S 37.59'59" E
18.23,
L �5
S 55'54'43" E
26.02'
L- 3
S 60°01'14" E
62.
L-59
S 62'3427" E
81.10'
L-24
S 7'54 53" E
68.24'
L-60
N 89°33'15" E
73.86
L-25
S 8T452 " E
32.07'
L-61
S 344732" E
46.2 '
L-26
S 68'1 5" E
38.49'
L-62
S 59°10'09" E
49.5 '
L-27
N 89'll'09" E
27.26'
L-63
S 6320'02" E
62,20'
L-28
N 80"0744" E
36.81,
L-64
N 52"18'15" E
5 .18'
L-29
S 73'58'46" E
24.57'
L-65
S 82724'33', E
0.13'
L-30
N 61°19'44" E
27.84'
L-66
N 87'39'3 .. E
30.91'
L-31
N 22'57'08" E
18.61'
L-67
N 73"37' 9" E
26,78'
L-32
S 80°42 27" E
22.93,
L-68
N 16058'09" E
14.10'
L-33
N 67'07'40" E
27.03' 1
L-69
N 8r,69'32" E
3 .28'
L-34
N 2926'43" E
31.51'
L-70
N 3611'61" E
2 .78'
L-35
N 73'03 27" E
42.73'
L-71
N B '56'S2 ' E
4.7
L-36
N 30'51'54" E
54.83'
L-72
N 29'20'OB"
L-73
NI 71°3953" E
53.34'
GRAPHIC SCALE
Wetlands Note PREPARED BY
Any impact to include but not limited to,
clearing and/or filling will be subject to STANCIL & ASSOCIATES
��\ \ prior inspection, permitting and approval PROFESSIONAL LAND SURVEYOR, P.A. C-0831
by the Army Corps of Engineers, 98 Depot Street, P.O. Bog 730, Angier, N.C. 27501
NC DENR and or NC DWQ.
\\ (919) 639-2133 (919) 639-2602 (FAX)
staneilsurvey®gmaiLcom
\\\ \\\ FEMA FLOOD HAZARD STATEMENT Developer
A portion of Lots shown on this plat Partridge Village, LLC
\\ \\ are located within the FEMA 1 as year 10305 Penn Road Curren
Raleigh, NC 27606 919-362-7336
Zone AE P od Hazard Area as shown y g ,
on FEMA ma No. 3720064200J
Effective date: 10/03/06 rrent Owner
Janis D. Butts Owen
2079 Old Buies Creek Road Angier, NC 27501
Harnett County r
Minimum Building �-
V� Setback Requirements Rio y.
RA-20R, RA-20M, RA-30 . & RA-407 114-
091
FRONT.• �I 20' from R/fl ■ GIs I �� I I // /' \ REAR: 20'
SIDE: II e p 04•
\ CORNER LOT SIDE: 20'
Roadway
/ / � .y ' d p • � Section
2 -6 ROLLED TYPE GUTTER
NOTE:
A x 7Sight Triangle
shellall be placed at all
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EgisZng 44L Harnett Counj
Sanitary Sewer Easement
Deed Book 1750, Page 857
Map Number 2001-1314
Map Number 2002-73
Map Number 2002-891
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