Hidden Lakes mapSITE
VICINITY MAP
NOT TO SCALE
LEGEND:
ElP 0 EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- oPL - - - OLD PROPERTY LINE
- ADJACENT PROPERTY LINE
-TIE LINE
-- RIGHT-OF-WAY
- - - - - - - - SETBACK UNE
w WATER UNE
OVERHEAD UTILITY
WETLANDS
-PERMANESUITABLE NSOILS MENTI
PP& unuTY POLE
Q TELEPHONE PEDESTAL
D4 WATER VALVE
PROPOSED FIRE HYDRANT
4 PROPOSED BALL VALVE
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
FTAPROPOSED TI=E
10 PROPOSED REDUCER
(BY COORDINATE COMPUTATION)
TOTAL BUILDABLE AREA 430,540 SF (28.37 AC)
OPEN SPACE NOT REQUIRED
LOT COUNT:
TOTAL 13
LOT AREAS:
AVERAGE LOT SIZE - 29,839 SF
MINIMUM LOT SIZE - 20,059 SF
ZONING: RA -30
RA -20R
35' FRONT
25' REAR
10' SIDE
20' CORNER SIDE
SHOWN HEREON
�l EIP
� 1 (PINCHED)
---------���.---�.�___ ERB \\ 85 I (LAID OVER)
WELLCO CONTR CTORS, INC. 1 1 1
` \ DB 632, PLU 247 1 > L I
\ PB 20, PG 86 U
0 m ETI' 1
1 On
♦ Q(r a-
\5
/5.. 1 1 25
\ I ERB \ I J J 3
r 92 1 a z N/F
/ I _ / \ �� I m
93WELLCO CONTRACTORS, INC.
N/F N/F I ° DPB63220, PG 867 I
JACQUELINE J. BUNTING &HUSBAND,
TONY L. BUNTING I WELLCO CONTRACTORS, INC.
DB 2281, PG 975 DB 632, PG 247 ♦ `�\ 1
PB 20, PG 66
PB 20, PG 86 l ♦ I
ERB
23
N
® WELLCO CONTRACTORS, INC.
DB 632, PG 247 C PB0 G 86
1. W8 1
�p2 EIP _. `.. ..
SO, Raw - I I HIVE 224
0 \ --C23 N7754'00 W 60 00' TOTAL PUBLIC SIRE 8M 0 {
_ 5/8• 5/B• / Er d; 1
-� ERB / ER// p8� //I` __ - _;' p16 N77S4'00"1Y 104.97 EP EIP '252 ° EIP 'r
� 5.00' - 50.00'
CONTROL CORNERER,' / y `2718 §K�--'-- // 5.00, ^ 1•
N 561,008.282 l ��. . 0.48 AG ,// "1 5.00' `• EIP 1
i E 2,004,315.233 \ x �oj� - f7/ C,1 21 9 1
NC GRID NAD 83 ! p 6
(2011) :. \ \� -X\ .j / G ( // / 7 I" EIP
l Oma. � Q / �.... // --_ N6 W8 (PINCHED) - W8 r9
ERB \ \ (/ `OBJ U / \ 9$>$2'w
I-EIPN 1
\ \ j / \ \ 64.98. (BENT) / 8 , 7. 9" z 1
v _ S 65 2 W o
2 O / x
/ ' W1 44.49 Elp r
\ B.\ 20.071 SFS �.. (BENT)Liv
�\ ,I ?dj p-- _0.46 AC/�`� 20.46 ACF $. 019 iR OR
°
\ r. \ / Q a r 1
N' 12 - 3`�0 \
0,274 SF 2.251 a Z e
� 0.46 AC �/ 1-5
=
p
E
w
w t
\ 250
0?S4' O � X726.57' w9��9��N200,Wz.46 AC / CNE
w
6.51'-. �5♦� '--- �,. �_= W2_.. U771 CCE
f:� N>3• $ j>
8'40, . ury
\ ?, - - _ _ 11 i•,.- /
1.45 AC
� 63,754 SF .N
•� of-. \ 1 � -- � -- -.._-- --'- -_--PS- J N.. .�.
- oD/
I
20.059 SF `\ ` ♦ ._. - i If U \- - - _.-- p9♦._ -- -- - .'` -'--- /�-- - -� '�..... 276
0.46 AC ♦ - - r - i -- - -- -\ .76.0 � w w s• w w
-
---F.�.� � �. .."- ... S74-44 7 w w
o a _ ,��.... 23,486 SF _ _.__ C10 \ 33• O W
c> _
- --f ` - C5 0.54 AC -- --- 10 w w -�•- \ w �, w } y I
34.586 SF N!,- rW m
0.79 AC.... \� 11, -1-20 w w w 587'38'34"E 100.00' j a I
Of �T-TT
n . 26.598 SF �� _ 1 ,i! , , r w w . w I ^ 3
goN/F.vN ....\ \ \ N ro 0 61 AC 24,206 SF ,.\ Iw w w w •I, w w w
L _
ANGELO K. HASAPIS & WIFE, -.__/ l \ '~- \,. \\' I N - o l __ ---- - - _ I \���1�.,,\ I ` ` r\ 57 tcl
1
KELLEY B. HASAPIS ...� - -- -- - -- AC .�„ \
DB 1402, PG 121 ' °J
0.56 0-
_ /'._ \ ��
-� \ 6 -- -- _ • �' �_ iD JUAN FIGUEROA & 1
0
\ 1"-
46.137 SF - / ®`" .. -. \ I '- ---- _._ _ ,/w__ w w �• w w
' / \S4 MARGARATHE M. FIGUEROA 1
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP # 3720050600J 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: 13
OPEN SPACE NOT REQUIRED
6) 1.32 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 WILL COMPLY WITH SECTION 7.3 OF THE
HARNETT COUNTY LIDO.
11) FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH
SECTION 6.4 OF THE HARNETT COUNTY UDO.
12) SUBDIVISION INTERIOR ROADS ARE 20' IN WIDTH.
13) A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION
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
TUPELO ROAD 346.89 FT
RAINTREE LANE 248.93 FT
TOTAL 595.82 FT
VARIES
(SWALE)
6'
(SHOULDER)
6>e
NOTES:
1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PIAN SHOWS WHETHER SECTION IS IN CUr,
FILL OR BOTH.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
139.83
205.00
S31'38.28"W
137.14
C2
38.35
62.50
S33 -36.08"W
37.75
C3
53.63
62.50
S08'33'36"E
52.00
C4
43.40
62.50
S53'02'09"E
42.53
CS
43.40
62.50
S87`1O'38"W
42.53
C6
97.63
62.50
52232'02"W
88.00
C7
54.24
25.00
539'56'31"W
44.21
C8
35.69
25.00
S37'00'24"E
32.73
C9
89.22
62.50
S37'00'24"E
81.83
CIO
47.37
62.50
N80'23.22"E
46.24
C71
47.37
62.50
11,136158'06"E
46.24
C12
49.09
62.50
N07'14'31"W
47.83
C13
52.53
62.50
N5349'1 Sew
51.00
C14
47.92
25.00
S22'59.00"E
40.92
C15
88.27
255.00
S22'01.00"W
87.83
C16
39.27
25.00
N57'06'00"E
35.36
C17
95.67
670.39
573'23'37"E
95.59
C18
49.55
389.00
S73 -25'28"E
49.51
C19
110.47
389.00
S85'12.32"E
110.10
C20
39.74
25.00
S48'36'49"E
35.69
021
202.05
1980.22
S00'33'58"E
201.96
022
116.53
212.28
S62'12'44"E
115.07
023
39.27
25.00
532'54'00'E
35.36
20'
ROADWAY TYPICAL SECTION
1.06 AQD
C
48,374 SF _ ./ \ ..,..\ % _...\ �... . ^' a^ �•P w \�•�� .,\ w. ^�� �`Y w w w
(PINCHED) w 1" EIPi oe w Z DB 771, PG 9 I 1
1.11 AC
.-- ISI/P9
B 20, PG I
CONTROL CORNER 1
it a \ 'N ♦'ice �� �J9 '.� N 560,591.970 1
Ia 5 S 7 E 2.005.086.322 I 1
/,O N 15 931'34+E w NC GRID NAD 83
/ m, V ♦' p ro w w w w� w p-(P�- \ 0.84'0 (2011)- 1 I
! ...'� wcy
EIP
3 y y w w w ��Y 'S9 `,6g 36 �� \ ��_� I (PINCHED)
`X'I 1
�w w w w w 0•A�L6F ` 54
A /� w w \• w w 'AroA
\ON/F i , 55
,A w w W.S. WELLONS FOUNDATION
f--�� \ DB 1958, PG 97 ' ' 1
53 NF 56
PB 20, PG 9 / , ' �,_�!
I JUAN FIGUEROA &
\ ,Y N, 1 ,Y N, I j N/F ` ' MARGARATHE M. RIC
UEROA' N/F I I
M DB 759, PG 709 JUAN FIGUEROA & W.S. WELLONS FOUNDATION 1 PB 20, PG 9 ' MARGARATHE M. FIGUEROA 1
O - DB 1958, PG 97
PB 20, PG 9 ' DB 802, PG 745FIB 20, FIG 9
I 1
w u,' w / w _w, °`w / w 52 ;
\ \\ '' / \•.^�- w` w Al y,.. w y.pe`i //v< w/ w NSF \ /^�//
/ ^ w ) w w w, wi w l w ,1! 19.94' W.S. WELLONS FOUNDATION 1. El
P
/ oP ' pqP� DB 1956, PG 97 NCHED) 1
q, w, w _ w -w w w '� PB 20, PG 9
\ L w / i �°y� w
95, w w 5g''� \ -
J%w ✓ v w N80'58,26"E 192./ / - �� ,/
51
.92.58' 22.34'' \
S8 22.34'
1" IP -- � v
-- = N8T49'26"E 96.60' TOTAL (PINCHED)E' / ' .- -
i
N/F /
I
W.S. WELLONS FOUNDATION / / �♦ /
150 , DB 1958, PG 97 '
I �49,1 N/F
PB 20, PG 9 ' 1 47 7 I 481 �- JAMES MNCY
I N _ / I N/F I DB 2424, PG 503 /
I
DARREL EDWARD FOWLER PB 20, PG 9ELMO M. I I
I DB1966, JONES
I DB 30EL FO ER I DBPB820, PG 9PC 82 I 1• Elp el,
I PB 20, PG 9 (PINS/
PB 20,PG9 I
IN EIP ►-- / I
1' EIP (PINCHED) _ - .. -
1 EIP I (PINCHED) ° I
BUTTERNUT STREET
/ I
_ PJI S / I
6' 60' R�
(SHOULDER) -
10,
8X
USE 3:1 CUT SLOPES IN CUT SECTIONS
a
z
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive Suite 112, Fayetteville, NC 28306
office I910-426-6777 fax 1910-426-5777 license number I C-2354
w ADaW.tu0ooa.ce,n
REVISIONS
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C O
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PROJECT NAME
HIDDEN
LAKES
SUBDIVISION
SITE PLAN
CLIENT
WELLONS
COMPANIES
511 Highway 210 N.
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:
1264
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
MAY 17.2017
SHEET NUMBER
C-1.0