NCC223113_Site Plan or Location Map_20220902

a
VARIES 6' 20'
LEGEND: SITE NOTES
ECM® ECM —EXISTING CONCRETE MONUMENT (SWALE) (SHOULDER)
x 2a8.4�' SPOT ELEVATION
EIP 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
'� EIS OO EIP—EXISTING IRON PIPE BENCHMARK EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO 10' 10'
O EIS —EXISTING IRON STAKE PP. UTILITY POLE CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
ERGO ERB—EXISTING REBAR CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
GUY WIRE VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
SITE ° COMPUTED POINT N WATER VALVE wV DAMAGE INCURRED TO EXISTING UTILITIES DURING
N/F — NOW OR FORMERLY AFIRE HYDRANT CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL .5' 7CARRY BASE COURSE 6"
R/W —RIGHT OF WAY ; WELL CONTRACTOR'S EXPENSE. 8� BEYOND SURFACE COURSE 2% 2%
PROPERTY LINE 2• ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. N
HARDWOOD TREE 3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
a A g ADJACENT PROPERTY LINE PINE TREE OTHERWISE NOTED.
Q CARTER R -- RIGHT—OF—WAY 4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN
a 7 ASPHALT ACCORDANCE WITH STATE AND LOCAL LAWS AND
—SETBACK LINE 7 CONCRETE REGULATIONS. 1 1
so STORM DRAINAGE 5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
WETLANDS CUMBERLAND COUNTY AND STATE REGULATIONS. 3 3 GEOTECHNICAL ENGINEER SHOULD BE
S'P� PEACEFUL FARM DR w WATER LINE 7 UNSUITABLE SOILS 8. ALL LOTS WILL BE SERVICED BY PWC WATER. ALL LOTS TO COMPACTED CONSULTED TO DETERMINE DEPTH OF ABC
O// OVERHEAD UTILITY BE SERVICED INDIVIDUALLY BY PRIVATE SEPTIC SYTEMS. SUBGRADE NEEDED TO MEET NCDOT REQUIREMENTS
WETLANDS
PERMANENT EASEMENT ROADWAY TYPICAL SECTION (WITH DITCH)
NORTH FENCE LINE \ONS
TREE LINE
210 MAJOR CONTOUR
VICINITY MAP 1/2" 207 MINOR CONTOUR NC GRIDNAD8
EIP I SANDY ROBINSON
NOT TO SCALE - I
s DB 496, PG 455
�'� N /F
/ \ SIDS MILL PROPERTIES, LLC I
0/ ❑ TRACT 1 OF
II DB 10080, PG 367
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1 29 1E3/4°
ERB
1 EIP
v $04
27 I 35 36
1
+ ♦ 1 1
N/F W`
SIDS MILL PROPERTIES, LLC 0
TRACT 1 OF ♦ 37
DB 10080, PG 367 - ♦ 1
39
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EIP 25
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42 / / 43
44
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.5'
6'
(SHOULDER)
8%
1 1
3
1 1/2" EIP
(PINCHED) -
THIS IS FOR
FILL SECTION
N/F
GEORGE A. SINCLAIR & WIFE,
\ ELLEN G. SINCLAIR
DB 2363, PG 259
USE 3:1 CUT SLOPES IN CUT SECTIONS 1 1/2"
EIP -
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1
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CHAD LENTON STARLING
DB 10639, PG 594
1 1/2"
EIP
° P N/F
(PINCHED) CHAD L. STARLING 7 \
DB 8981, PG 770
° 1 1/2"
EIP
EIP
55 N/F
JAMES OLIVER
JACKSON, JR.
DB 9292, PG 160
LLI
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N/F V� Z \ v !♦ /
DOLORES G. EVERHART \
DB 5347, PG 598 23 v 32 16 C
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0/ / / a I \�Gi `\ \ ` / // (PINCHED)
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/ ECM W \ \ u x O / / ( 2 %
N/F I //
/ RANDALL ALLEN HALL, JR. `♦ 21 z W • W W W W y W / !/ j ! v y I / P N/F
& WIFE, ' W
BEVERLY G. HALL _ W � .� y W W W W �' Q'� RAYMOND STANLEY CHAVIS &WIFE,
DB 2776, PG 469 20 y / W W !/ W W W W W W W W Q���� EIP DB 5990, PG 893
I j Qi� O 1 KATHY L. CHAVIS
! � W � O ! W W W W G \G 1„ PB 99, PG 160
IO / CA2 / Jew// EIP \ \
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♦` / N/F V
vwwDB 11396, PG 178 W STOUT LAND DEVELOPMENT, LLCW to
W W W W W W W W W • /
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ECM WITH ! • w
\ EIP
ED ' i •. W .j O w
N/F PINCHW
♦\ I PEGGY JEAN ALLEN ( ) I W W ,
DB 5322, PG 315 / / 7O \ + v • N/F
\ I PB 59, PG 60 i ! W W �� \ ADAM GLENN ALPHIN
\\ / • �! W W y A • - /'� / DB 9943, PG 500
ADDITIONAL SITE NOTES \ ' W W W ♦ W W
/ v • ! W W W W GEORGE BARKSDALE TARRANT, III & WIFE, ' EIP \
1. INDIVIDUAL LOTS SHOWN ON THIS PLAT DO NOT HAVE RB W! TRACT 1 OF
I i W W ! KRISTY B. TARRANT 1
PUBLIC SEWER SERVICES AVAILABLE, AND NO LOTS HAVE / E�W W \
BEEN APPROVED BY THE HEALTH DEPARTMENT FOR ONSITE i `� W / d v W W W DB 9710, PG 817 /
SEWER SERVICES OR BEEN DEEMED ACCEPTABLE FOR / / iW v v W W W W
PRIVATE WATER WELLS AS OF THE DATE OF THIS 3Ep v v v v w �! ` - w w v v w CEMETERY �!
/ W
RECORDING ! W Y �Y �Y `Y J' �l' �l' `Y `i' J ! +.y �Y `Y �l' `Y `�'
2. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED W W y W
BY THIS SUBDIVISION N/F / ! y W W W W W y W W
3. THE STREETS SHOWN ON THIS PLAT THOUGH LABELED AS / SIMPSON FARMS, LLC / N/F ! / W W W W v W W N/F
"PUBLIC"— UNLESS OTHERWISE NOTED— HAVE NOT BEEN TRACT 1 OF JONATHAN EVANS & WIFE,
ACCEPTED BY THE NC DEPARTMENT OF TRANSPORTATION / DB 9991, PG 830 / / SUE McD. EVANS ! + IVW W y + W W W W W W W W y W W W
JAMES ARCHIE SMITH &WIFE,
AS OF THE DATE OF THIS RECORDING. UNTIL SUCH TIME TRACT 2 OF W W W + y \V .v .v .v v v v v v v v vI 1/2" /
ERB SHIRLEY M. SMITH
THAT THE STREETS ARE ACCEPTED AND FORMALLY ADDED DB 10709, PG 111 O ` W W W * � � W DB 4363, PG 632
W ,
TO THE STATE SYSTEM, MAINTENANCE AND LIABILITY OF / % W W W W W W W W W W W W d
THE STREETS ARE THE RESPONSIBILITY OF THE DEVELOPER \\ / / / 3/4 % 000000
v v v v v w ' W W W W W
EIP
AND ANY FUTURE LOT OWNER(S) \ 1" / y v W W W W W W W W W W EIP
4. ANY COMMON AREA SHALL NOT BE FURTHER SUBDIVIDED, �EIs7 N/F - - - — W W W W W W W W W W W W W W W W W / \
DEVELOPED OR CONVEYED BY THE OWNERS' ASSOCIATION, ` \ JONATHAN EVANS & WIFE, v v y v v v v v v v v v v v v v v v 1
EXCEPT WHERE APPROVED UNDER THE PROVISIONS OF THIS SUE McD. EVANS
ORDINANCE AND THE COUNTY ZONING ORDINANCE.
TRACT 1 OF
\ / DB 10709, PG 111
J J Y + + +
W W W W W
48 49 50 I I 51
O �7\ x
-- _
� � ` PERCHERON PATH H
7 \ 3 50 R/W PUBLIC
\ 1ERB' (PINCHIED) ° I itW 33 \ 0 O \ // /��
U'� G /
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SITE DATA
OWNER
STOUT LAND DEVELOPMENT, LLC
MAILING ADRESS
1786 METROMEDICAL DRIVE
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28304
PIN NUMBER
0465-16-6700
TOTAL SITE AREA
2,823,072 SF (64.81 AC)
AREA TO BE DEVELOPED
2,823,072 SF (64.81 AC)
CURRENT ZONING
Al AND PND (R7.5)
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
55
DISTURBED/DENUDED AREA
12.3 ACRES
OPEN SPACE REQUIRED
1.01 ACRES
OPEN SPACE PROVIDED
27.84 ACRES
OPEN SPACE USEABLE
10.0 ACRES
SETBACKS REQUIRED:
Al PND
FRONT
50 FT 30 FT
CORNER SIDE
20 FT 10 FT
SIDE
25 FT 15 FT
REAR
50 FT 35 FT
,v .v w w w w w w y .v .v .v .v .v w w .v .v .v .v w •v ! / \
+
+ `Y `Y
w .v
ECM N/F .v
JONATHAN EVANS & WIFE, W W W W W W W W W W /
�3/4W ° SUE McD. EVANS 1" EIP y y W W W W W W W W W! / JAMES ARCHIE/SMITH & WIFE,
/ ERB DB 2768, PG 213 (PINCHED) W W W W y W W W W W
SHIRLEY M. SMITH
DB 2071, PG 501
\ / / ECM /
1/2„
ERB
1" EIP CHRISTOPHER J. DAWSON & WIFE, \
(`INCHED) / TINA RENEE DAWSON
C2.2 / DB 7478, PG 866 !/ / GRAPHIC SCALE
\ C2.1 PB 110, PG 91 __ !
/ (`8 100 0 50 100 200 400
♦ i //
PND (R7.5) ZONING 49.61 AN
ALLOWED DENSITY 288.1 LOTS \
PROVIDED DENSITY 49 LOTS \
Al ZONING 49.61 AC \
ALLOWED DENSITY 24.8 LOTS \
PROVIDED DENSITY 6 LOTS
SHEET KEY
N/F
,JOHN CAMPBELL, JR. & WIFE,
ANNETTE T. CAMPBELL
DB 10314, PG 207
PB 116, PG 34
7
N/F \
t / 2
( IN FEET )
/ ISRAEL RAY JACKSON & WIFE, 1 inch = 100 ft.
/ SHELLY DARLENE JACKSON
ECM DB 5748, PG 722
PB 106, PG 41
ECM
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
OVERALL
SITE PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-200