SW6220903_Plansheet - Proposed Conditions/Site Plan_20221102

N/F
VERON BRINSON AND WIFE,
1/2' a
HELEN M. BRINSON &
EIP
DELORES B, CLIFTON
DB 5143, PG 621
NORTH
PB 37, PG 35
'
-N81 -01'491,
� 1 ��
8�
TIE
I
VICINITY MAP - -
N/F
a
JOHN M TOUHEY & WIFE,
0 1/2
EIP
NOT TO SCALE
'
PAMELA C TOUHEY
1/2"
1123
DB 8170, PG 590
EIP N 549,052.060
E 2,066,885.331
Ss>.
S62
1/2"
PB 124, PG 136
NC GRID NAD 83
9 E 3
ERB
(2011)
71S>g92>1 rOr
q�
2 1 2' \
1/RB
moo•
EIS
\
1 /2"C),
\
N/F
\
1j6.8s,
ERB
SARDIS CHURCH OF LINDEN NC
.�,
1/2"
PRESBYTERIAN CHURCH USA INC.
W \
ERB
DB 8311 PG 729
LEGEND:
E"Z ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
EIS O EIS -EXISTING IRON STAKE
ERBO ERB-EXISTING REBAR
SIR Oa SIR -SET IRON ROD
SPKO SPK-SET PK NAIL
SRBO SRB-SET REBAR
c COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
- - - - CREEK
- - WETLANDS
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
----------EDGE OF WATER
too YF 100 YEAR FLOOD ZONE
- 30- w - 30' VEGETATED BUFFER
BENCHMARK
SIGN SIGN
PP UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
ASPHALT
UNSUITABLE SOILS
WETLANDS
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. 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.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN
OF LINDEN AND STATE REGULATIONS.
100 � 100
JA 001
\ \ IpO r�
A 001 - \ � \ � 100 yp
0-1
1" EIP
(PINCHED) \
a \ \
N/F $ a
/ JOHN M TOUHEY & WIFE, \
PAMELA C TOUHEY 1/2" \ .
/ DB 8170, PG 590 ERB \
PB 124, PG 136 - \
N68-03'28"E 100 1 /2" \
�0
ERB
58.25' ERB \
�96 `1 /2" - \
ERB
TF o 1/2 „ 70.19 a2
0
/ N55°38'49E ERB
AL. /g265 J
125.78' TOT -_
ERB
100 YF
0 30•
/ 6
a - \ 30• 30• \ 4>87 \ PB 124, PG 136 - 1. / ,?
W
N/F / / 100
v- 30 a, SARDIS CHURCH OF LINDEN NC � / � 0
�
W JOw W \ 3p, 30, \ As. \ / PRESBYTERIAN CHURCH USA INC. o
DB 3902, PG 639
w v v v v\ �3jo.2�� \ \ 1/2 1ERB (per 1�5 /
W 30 W 30' \ �, ,�B 2s) \ EMIR 1 /2„ 1 /2„
v ERB ERB D ok o f /
lq I� -_00�
w w w \ EIR \ p5 I . \ N82°OS'33"E g�
W w%, w W� \ �Q68 1 /2„ \ \ 1 /2 1 2 84.87' TOTAL 1 /2
i \ 9" EIR R/ ✓ . .
I v �0• v G 30. \ S88'59'26"E 271.32' TOTAL ERB
+ \ ' \ 106.35' 106.33' 35.19' 71.34' > W ' 23 46' 13.53' S • 0 / >
I� \ \ s o / \ .qC�f yc
I.✓/ I I I I I I I
+ m -b. w ' \ `O. 79 N 548,560.279
TQ E 2,068,093.325 r J
`O. 30
T�( NC GRID NAD 83 pfi I J
w w 30 \ \ 30•\�'3d 0' �� 3p (2011) 0 3a 2QQ 1 /2„
W W - 3p 3p• ERB / x
Y Y Y Y Y W W W
Y YY YY Y �Y �Y • \Jc �. �� �• + �Y '�Y I + .�� .: Y� + .
w .v .v w .v .v .v 3 , .v .v .v 3�0' � •�
Y Y O Y Y Y Y Y Y Y Y Y Y Y
�10 I I I I O co
Z
? J J O
Ni q
I�� I I
�I
NN W
N/F N J
,w
MELISSA H. CLEMENT I I N Z
DB 2632, PG 716 I o3
PB 28, PG 6 I' n o o N
I N N Z
cD N O I UI I O
I I I I ICI ICI C5
��I II I I I 1 3 1 lol 100
N N O O O 1
W 4
I I m l I I 9 o O I J o I O I I C:>F'
120,085 SF 126,607 SF179,610 SF
12 I I 11 10 O 91 `"96,964 SF 11,363 SF(2.76 AC)(2.91 AC)(4.12 AC)
87,348 S
I I I I I 15 14 I 13 O I 113,167 SF 87,449 SF a N 87,508 SF 2.01 AC (2.23 AC) (2.56 AC) i
18 I 17 16 O 1100,004 SF 96,717 SF 98,622 SFI 10032 AC) I (2.60 AC) � (2.01 AC) I(2.01 AC)
)
I 117,957 SF 109,027 SF 2.22 AC) (2.26 AC)
126,195 SF 123,643 SF AC (2.30 AC)
130,451 SF 2.90 AC (2.84 AC) (2.71 AC) (2.50 ), ( I I
(3.00 AC) ( )
I I I I 20, M�1 I EASEMENTAGE
I �
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I I I I I I I I
I
I I I I I I I I I I
L� V G1� ,�� I� o
JI I I I 20 UTILITY - R50'/ PRIVATE - -
J - - -EASEMENT _ R/W � Gib 0
V JI SHARED ACCESS - _ 110.00 110.00' 32.54o
�> 50' PRIVATE _ EASEMENT Z C15 C16 C17 33.14' 103.00' _ _
_ _ I NiR7`52'30"E 388,68' TOTAL 20 STONE DRIVE- o o
_ _--- , - - R/W C12 C13 C14 o I L� ' 0 1 Cn _ - - . , . . _RANCH HOUSE CT a o
4' 29.97 C9 _C1 _ _C11 -o N .NO2`24'21 "W 40.28' 39.75' - 30 001 21 E U, o R15' 20' 25 20
509.14' _
o _ 27.5 _ _ - MAIL KIOSK AREA -
N _ �, v -SEAHAWK CT ' R15' o c0 30.00' C3 o C5,. _ _ P cs - - -
N87°10'43"E 57.51' TOTAL -20' STONE DRIVE- 20 25 20 o W C2 P C4 _ - S87`52'30"W 574.26' `65.19
cD --- - - � `� R25'
- - - _� KIOSK AREA C1 L �- - rr - S87°52' 30"W 575.71'-
�� - - 20' DRIVEWAY�� R25' R=91702.00"�N87°37'09"E 80.03'
_58.94'_ 177.97' _ _ _
L=1114.25'
- - - - - �- S87°10' 43"W 236.91' TOTAL CHORD 20 DRIVEWAY _ _ p� _ _ - - - - - - 1 /2
_ _ � _ _ � _ _ NCDOT DEDICATED R/W ERB
R=91672.00' _ _ - - -S87`31'36"W - - NC 217 -LINDEN ROAD PRIVATE ROAD TYPE B. ACCESS 57.824 SF
S87`10'43"W 236.91' __ -- -- -- L=1113.89' 1114.25' ONLY FOR LOTS 1-8 IN ACCORDANCE (1.33 AC)
-- CHORD 60' PUBLIC R/W WITH SECTION 2304, SUBSECTION C46
NCDOT DEDICATED R/W S87°31'36"W ** LOTS 9 AND 10 - SUBJECT TO
--- OBTAINING NCDOT DRIVEWAY PERMIT
- 1 EIP PRIVATE ROAD TYPE B. ACCESS 57.824 SF 1113.88'
EIP APPROVAL ON THE FINAL PLAT. SUBJECT
ONLY FOR LOTS 11-18 IN ACCORDANCE (1.33 AC ) TO CHANGES.
N/F I WITH SECTION 2304, SUBSECTION C46
DONNA W. WORLEY AND
MICHAEL P. WALTERS
DB 10276, PG 65
PB 119, PG 27
I
LOTS TO BE SERVED BY PUBLIC WATER FROM THE TOWN OF LINDEN.
LOTS TO HAVE INDIVIDUAL PRIVATE SEPTIC SYSTEMS TO TREAT SEWER.
THE INDIVIDUAL LOTS IN THIS DEVELOPMENT DO NOT HAVE PUBLIC
SEWER SERVICES AVAILABLE, AND NO LOTS HAVE BEEN APPROVED BY
THE HEALTH DEPARTMENT FOR ON -SITE SEWER SERVICES OR BEEN
DEEMED ACCEPTABLE FOR PRIVATE WELLS AT THE DATE OF THIS
RECORDING."
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
548.28
91702.00
N87`21'00"E
548.28
C2
116.72
91702.00
N87°33'28"E
116.72
C3
80.00
91702.00
N87°37'09"E
80.00
C4
122.82
91702.00
N87°40'57"E
122.82
C5
246.44
91701.99
N87°47'52"E
246.44
C6
67.54
43.00
N42`10'43"E
60.81
C7
49.30
43.00
S59°58'45"E
46.64
C8
48.15
42.00
S59°58'45"E
45.56
C9
75.09
91752.00
N87°12'08"E
75.09
C10
105.09
91752.00
N87°15'30"E
105.09
C11
105.09
91752.00
N87`19'27"E
105.09
C12
105.09
91752.00
N87°23'23"E
105.09
C13
105.09
91752.00
N87°27'19"E
105.09
C14
53.12
91752.00
N87°30'17"E
53.12
C15
64.19
91752.00
N87°44'27"E
64.19
C16
115.43
91752.00
N87°47'49"E
115.43
C17
66.93
91752.00
N87`51'14"E
66.93
C18
48.15
42.00
N55°01'58"E
45.56
C19
49.30
43.00
N55°01'58"E
46.64
C20
67.54
43.00
S47°07'30"E
60.81
SITE DATA
DEVELOPER
AGS LAND LLC
MAILING ADDRESS
1786 METROMEDICAL DRIVE
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28304
PIN NUMBER
0564-75-4502
TOWNSHIP
CARVER'S CREEK
TOTAL SITE ACREAGE
2,153,032 SF (49.43 AC)
ACREAGE TO BE DEVELOPED
2,153,032 SF (49.43 AC)
ZONING
Al
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
DISTURBED/DENUDED AREA
2.2 AC
SETBACKS REQUIRED:
FRONT
50 FT
SIDE
25 FT
REAR
50 FT
1/2„
ERB
- 10o YF
100 6
/ 100 YF
100 YF
N/F
R. B. INVESTMENTS, L.L.C.
DB 5325, PG 237
`O N
0
ro
00
0
z
0
0
L)
25'x2O' z
SIGN EASEMENT
-------11
S87°52'30"W -
2.90'
N/F
VINE COMMUNITY CHURCH INC.
A NORTH CAROLINA NON-PROFIT CORPORATION
DB 11236, PG 97
PB 71, PG 79
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11DARp
pQ;••�ESS /0 •
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REVISIONS
PROJECT NAME
LINDEN
LANDING
SUBDIVISION
SITE PLAN
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1878
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
SEPTEMBER 29, 2022
SHEET NUMBER
C-200