Olde Farm Ph IV map11
1121
SITE
1120_
2110
,147
1122
�
\ NOi'rrm
VICINITY MAP
NOT TO SCALE
0'1
O l.rf4Jv -. •��, n tq /urttnu
WEDGE CURB
log 26'
LENGTH
12'
10
13' 13'
12'
49;
2' 11' 11' 2'
4%
2Y._ 2" SF9.5A _ 2%
O l.rf4Jv -. •��, n tq /urttnu
WEDGE CURB
-
LENGTH
- - - - - 7
Z
CHORD
C1
59.09
SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
j1.
59.06
C2
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
475.00
N26'53'56"W
11.08
RLL OR BOTH
2. GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO DETERMINE
' /'\ 86
I
/
183
DEPTH OF ABC NEEDED TO MEET NCDOT REQUIREMENTS.
i- I
185
;84
/
N18'51'04"W
1.81
CS
1 22.26
ROADWAY TYPICAL SECTION
h /
1 21.53
C6
60.16
62.50
N06'39'05"E
f 142 ;
C7
54.96
62.50
N46'06'51"W
53.20
C8
49.02
62.50
S86'13'31"W
47.78
C9
10.12
- -
S59'07'06"W
10,11
%%
--- RIVER OAK ST
�� ---- ---- -- ---- - Id - ----
50' PUBLIC & UTILITY R/W --
82
i 65, I \66.7 I �67� I �68% I X69, I X70, I X71,) I �72� I �73� I 74 75 I 75; I �76�X78; I ;79� \
81,\ \
IOLDIE FARM VILLAGE - I I I 180 i 7 PHA E II
7 �
I I I I
I
t ( 1 ,.N23.27'20"W
,
28pN20'43'43"W 999.90' TOTAL..__,�--..~T _..._.._ ... �"' „•l / ,p..; r
r
% r / ! mg r X•' `""_ ._. •_•-' ....,,,."._ . Z ,-,- ,..- ._._-__ - ,,, --`, _,,... - .,,y,. •� „` ... ,_..�
-_28 35.96': 34.52' 70.00. 70.00' 70.00'- 70.00' 70.00' 70.00' 28, _70.00'.. 282 W..70.00.
ah _70.0 . ....70.00 _ ,_.....70.00' _ _ ---.__ --,
84.85,
%
l T -
• I �
2�2 ' I
._..,,� `��,• �- --•,, ; % 1 �. I ____ -- .-I .J-- � ::- -_ I �' I � \ , - - - ,- \� � Y'. _ ,r h
y�
"93
2$r
J M j
I�
r _ - _ . _ 3 I ,%� 13 .. 66 _ ..
r . - . / - N - ; _ {� ..w 2fi4 .. r 3 p3T `i' 3 i 2 3 I .�`- ` 3 i / ti`�� 3 - I s ,,q,•I. ry N d; "4 •v'"�i.
_..._ prt t M f`1 .. M 10 I _ r
3 M^� 52 I�a, 51 50 / I- 49 M o 48 n�� n� n �..._ - no .7 ,fin,
= I P4S
a a I r 't v I d ®/ I a I 47'•' M1 46 ,._.,.,.I M 45 1 m qq M 43 N 42 b o 1
59 58 M O P M. O l M M M � M 't C4 v N V a I m 8.466 SF
g7 b 9,$65 SF u_ I m - 9,397 SP °r 380 ,SF I P n ' 91383 SF rn 9347 rn " . 9' rn M _' 'ao\ M I . , P M- .) o L........- ® P n , O N p / ,
}� I .- ,� sF I '0.. be w I h cels�zc)�r <., i Z ,
w I '9,F IV d..22�A6 - to (0.2 AC �0.2 A ' f'On I,_. 0, m I ' fn I ,330''SF rn �.. 9,313"SF I 0297 5F" 9,260 SF _ I �. 9,263 SP�"---� .%/ `8856 1 Y/ 40', j
8,361 SF 8,367)SF ;n ) ,2 ) ( 2 C) �' ( 21 AC) N (0.21 AC) . (0.21 AC)` (0.21 AC) rn (0.21 AC) y I (0.21.. AC)'-' . rn I ,._(0.21 "fn ' ,,;, 0 A ,: O I
(o.t Ac (0.19' AC m ) 'I I -'i' ._-._ I I I -.a., ( r` GG ".•', C11 7 ^\ 13,82s SF
m) (A;z3 Ac ryi I �� I i d2gaI 1 I z9ti J I I I zas .,I_... f 1,
N 1
i �• \
I
r ?` \ I
I� z��. T -I2t`4-".` (0.32 Acs)
�Y �' •'' f' ( 1 -'�.,, l I _ 2�: " .:�- ..}. ��iryl `C�
._
N21 *07'07"W C14 i 9 .,,. yt` ♦0
34.71' ( C15 61.18' F 70.00 i, 70.00'.„ 70.00' 70.00' + 70.00' r �''y 70.00' ~' �' ��016 W gyp•.
s ' CIT C16 -- --..__�._ ---.. ----. ----=54.26.
�.1--..r._,---�-'- -- 70.00-- 70.00- . 33.08 G�3 N3g
S20.55'25"E 654 26' TOTAL -_...__ ! SS ..SS • _ SS._.rV
' ,
SS " a s -- _Ss n o HALLOW OAK ST Ss SS
XISTING D VELIPMEN
in r a ~ 50 PUBLIC & UTILITY R W, �^
,..
50.00'�TIE W 9M 9M 9At ow o / M
-_ r - S20 55 25E 65 X26 TOTAL )
--- --
-,,---
- C3 - 28.07 70.00' .70.00' ` .
cz -- __. % .70.00• _ 70.00• -r 70.00•", 70 00�" - - 70.00' �
' C1 V j ,.... 1 j . 2 ..70.00 -, 68.19' CS
i X1,59
`v C4 0 F kk
/ i
-
t I
-\ ,: / _ _ �._._ _j.-,� �.- �.-.-_._ - - _._ -.- 29'.ti•� 1�-tr.-.-._. .. . ` ! i 0.27 A) I O
_
w i
�
,Its •� � W I ..•-- ,� I � L w >� � _ .. t k� I I I - I
�l r Y W I = I I e - x a = r".. - 1..3E1Q^.... --_. W IW "'_- LJ I I W
N e
N q
d- i N
I I
.- O rn jQ - _ - 8• -
/ 28 M � , g� 27. M o, l 28 M 29 M I 30 M . cV 31 i n �� 32 M �. 33 M 34 M n 35 zsA . l 36 M 7 ' io
W I a g. d a o a r a o m' n M M1' M 37 A i N .-
I
... _. M - O
• d R
(25 .f a a a . u
4 0 • _•-,,, ate.
0 0 'o M• •I us aD
i" •, -i, 9;y037 SF r .'9;375 SF 0 n --.- 9,388..5E �-� $;372 SF (.'v. '' I -9;355 SF T '^ 9,338 SF I 0 - I 9,322 - 9,3•QY$F��I M 9.288 SF ca 'r :9,272 SF I P 11' 9,255 m '9 7 65 w N73, F, Z
8,367 SF ,:� (0%21 AC fO I 1 0.22 AC'. I {0.22AC 0.22'A 0.21rAC �`�.
I
7 ; 367 SF ) z i z j z ( �) z (_ , ) ' z (0.21 AC tO 0.21 A) Z 1 21 AC I `O '(0.2Y-fce) `O ' (0.21 AC z ' I 0-21 ACF to
- 9 SF T m ;o I '12,775 SF " \ ' N , `�;'
I I ""T j ) I ? I ( (°• ) Z , z ) (, ) ? I (0.18 Ac) 29 Ac) I i
Qo I I I I I
..,.,.,
I a R'r f
±1/-.1, , y- ___._...-. r. .,, � i ._l - f, .� ._.� -_•e- _._.._, _ _. _._.I _._._.=..1 -._ .-.� I. 1 ..IZ ,F
I
A
'. P/ 1 J � n, ,i �..�, � r ,; / '' r ;, y . - 2� _., ,� _ _ - .. •..,, \"'• ` ,� L1 }al 1� �� t �
_ - J '• MI- I �1
69.54' 70.00' <'f 70.00' ..._..._. \ -,L
c _ 70.00' 70.00' 70.00'.- 70.00' 70.00 70.00' 70.00 70.00' 70.00' 161.55'
T
S21'07'07"E 1266.47' TOTAL '' s ,'� '" �° �' f /' l 7
LEGEND:
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
- ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- - - - - - - SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
%L WATER LINE
// OVERHEAD UILITY
-
--------CREEK
WETLANDS
-PERMANENT EASEMENT
- - - - - - - LANDSCAPING BUFFER
X 208.47 SPOT ELEVATION
® CATCH BASIN
D4 WATER VALVE
9FIRE HYDRANT
❑ WATER METER
Q SANITARY SEWER MANHOLE
e00 CLEANOUT
ASPHALT
CONCRETE
WETLANDS
0
3
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
59.09
525.00
N2420'35"W
59.06
C2
11.08
475.00
N26'53'56"W
11.08
C3
44.00
475.00
N23'34'37"W
43.98
C4
1.81
25.00
N18'51'04"W
1.81
CS
1 22.26
25.00
N08 -43'26"E
1 21.53
C6
60.16
62.50
N06'39'05"E
57.86
C7
54.96
62.50
N46'06'51"W
53.20
C8
49.02
62.50
S86'13'31"W
47.78
C9
10.12
62.50
S59'07'06"W
10,11
C10
54.13
62.50
S29'40'12"W
52.45
C11
65.13
62.50
S24.59'45"E
62.23
C12
23.15
62.50
S65.27'43"E
23.02
C13
24.06
25.00
548'29'55"E
23.15
C14
8.82
525.00
S21'207"E
8.82
52.06
525.00
524'43'36"E
52.04
LC15
C16
18.16
475.00
S26 -28-19"E
18.16
C17
35.30
475.00 1
S23 -14'51'E
35.29
N/F
UNITED STATES OF AMERICA
DB 1184, PG 403
SITE DATA
SEAN
DEVELOPER
WELLONS COMPANIES
MAILING ADRESS
511 HIGHWAY 210 NORTH
CITY, STATE
SPRING LAKE, NORTH CAROLINA 28390
PIN NUMBER
0504-79-1835
0505-60-9407
TOTAL SITE AREA
432,988 SF (9.94 AC)
AREA TO BE DEVELOPED
320,207 SF (7.35 AC)
CURRENT ZONING
RA -20M
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED LOTS
28
DISTURBED/DENUDED AREA
XXX ACRES
SETBACKS REQUIRED:
RA -20M
FRONT
25 FT
REAR
25 FT
SIDE
10 & 5 FT
CORNER SIDE
20 FT
AREAS: (BY COORDINATE COMPUTATION)
TOTAL AREA 432,988 SF (9,94 AC)
TOTAL BUILDABLE AREA 320,207 SF (7.35 AC)
OPEN SPACE AREA PROVIDED
(BY COORDINATE COMPUTATION)
TOTAL OPEN SPACE 112,781 SF (2.59 AC)
141111MON k
TOTAL 28
LOT AREAS:
AVERAGE LOT SIZE - 9,603 SF
MINIMUM LOT SIZE - 7,659 SF
ZONING: RA -20M
RA -20M
25' FRONT
25' REAR
10 & 5' SIDE
20' CORNER SIDE
SHOWN HEREON
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-"-flNL
/
.'wL. �i �•.r.i .t,. 1
f,
OPEN SPACE
+�....�^� ` � �� � �,� Y jam-.. •n ` /
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r-_ 255.37 \.:_,r s {_ , _ ^ /
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2) THIS PROPERTY DOES NOT UE WITHIN A FLOOD ZONE
ACCORDING TO MAP # 3720050400J OF THE FLOOD
INSURANCE RATE, DATED OCTOBER 3, 2006.
3) WATER LINES ARE SHOWN USING INFORMATION PROVIDED
BY HARNETT COUNTY UTILITIES.
4) PROJECT SITE IS WITHIN A PHASE II POST -CONSTRUCTION
STORMWATER AREA.
5) TOTAL LOTS: 28
TOTAL OPEN SPACE: 112,781 SF (2.59 AC)
6) 2.82 LOTS PER ACRE.
7) LAND USE CLASSIFICATION = RURAL DEVELOPMENT NODE
8) THE DIAMETER OF ALL CUL-DE-SACS IS 125 FT MEASURED
TO THE RIGHT OF WAY.
9) INDIVIDUAL HOME OWNERS ARE RESPONSIBLE FOR MAINTAINING ANY
DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT.
10) THE STREET LIGHTING WALL COMPLY WITH SECTION 7.3 OF THE
HARNETT COUNTY UDO.
11) FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH
SECTION 6.4 OF THE HARNETT COUNTY UDO.
12) SUBDIVISION INTERIOR ROADS ARE 26' IN WIDTH.
13) A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION 50
SURVEY IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF
FOUNDATION CONSTRUCTION.
14) THE LINEAR FEET OF ROADS IS AS FOLLOWS:
ROAD NAME TOTAL LENGTH
HALLOW OAK STREET 892.3 FT
TOTAL 892.3 FT
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
pengiTeeringsite
stions
civiI land surveying
409 Chicago Drive, Sufte 112, Fayett"Itte, NC 28306
office 1910-426.6777 fax 1910-426-5777 ticernse number I C-2354
w ADsite.[Wons.com
HEVISIONS
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PROJECT NAME
SITE PLAN
CLIENT
WELLONS
COMPANIES
511 Highway 210 North
Spring Lake, North Carolina 28390
Phone: (910) 436-3131
Fax: (910)436-2242
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
SCOTT
PROJECT NUMBER:
1267
DRAWING SCALE
HORIZONTAL: 1"=50'
DATE RELEASED
MAY 9, 2017
SHEET NUMBER
OF