SW6220602_Plansheet (C-2.0) - Proposed Conditions_Site Plan_20220810

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VICINITY MAP 1
EIP
NOT TO SCALE �-
N/F
SIDS MILL PROPERTIES, LLC
TRACT 1 OF
DB 10080, PG 367
♦ 27
LEGEND: SITE NOTES
ECM® ECM -EXISTING CONCRETE MONUMENT x 208.47'SPOT ELEVATION
EIP 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
OO EIP-EXISTING IRON PIPE BENCHMARK EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
EIS 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
C• GUY WIRE VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
wV
o COMPUTED POINT N WATER VALVE DAMAGE INCURRED TO EXISTING UTILITIES DURING
N/F - NOW OR FORMERLY FIRE HYDRANT CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
R/W - RIGHT OF WAY � WELL 2CONTRACTOR'S EXPENSE.
. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
PROPERTY LINE HARDWOOD TREE 3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
ADJACENT PROPERTY LINE PINE TREE OTHERWISE NOTED.
-- RIGHT-OF-WAY 4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ASPHALT ACCORDANCE WITH STATE AND LOCAL LAWS AND
-SETBACK LINE CONCRETE REGULATIONS.
D STORM DRAINAGE WETLANDS 5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
sWATER LINE CUMBERLAND COUNTY AND STATE REGULATIONS.
UNSUITABLE SOILS 8. ALL LOTS WILL BE SERVICED BY PWC WATER. ALL LOTS TO
OVERHEAD UTILITY BE SERVICED INDIVIDUALLY BY PRIVATE SEPTIC SYTEMS.
WETLANDS
PERMANENT EASEMENT pNs
X FENCE LINE �\
TREE LINE
210 MAJOR CONTOUR 0
207 MINOR CONTOUR NC GRID NAD 83 (2011)
I;
1 29 1/2"
1 ERB
I 35 36
1
1 1
1 I
/ 1
♦ I
EIP O 25
I I I o- <<
� / � ♦ � � O � 38
(P
VARIES _ I . 6'
(SWALE) (SHOULDER)
J
U
CL 5'
8%
N
1 L V/ 1
3 3
N/F
SIDS MILL PROPERTIES, LLC
TRACT 1 OF
DB 10080, PG 367
20'
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE 2% 2%
GEOTECHNICAL ENGINEER SHOULD BE
COMPACTED CONSULTED TO DETERMINE DEPTH OF ABC
SUBGRADE NEEDED TO MEET NCDOT REQUIREMENTS
ROADWAY TYPICAL SECTION (WITH DITCH)
i
I N/F
SANDY ROBINSON
IDB 496, PG 455
I
I
3/4"
EIP
49
\ • \ G O < PERCHERON PATH
1 \ 03 \ 50' R/W - PUBLIC STREET
\ 1/2" 1" EIP C%
ERB (PINCHED) O 1 33 \ p-
24 I OANF
/ DOLORES G/ EVERHART
DB 5347, PG 598 23 \ \` /" 18
/
/ ECM
/ RANDALL ALLEN HALL, JR. ' \, 21
& WIFE,
/ BEVERLY G. HALL I
DB 2776, PG 469 20
ECM WITH O
\ ' N/F 1,,EIP
PEGGY JEAN ALLEN (PINCHED)
DB 5322, PG 315 /
PB 59, PG 60
ADDITIONAL SITE NOTES /
N/F
- - Ic
STOUT LAND DEVELOPMENT, LLCDB 11396, PG 178
1 \ \
I t
� t /
I / /
I
1. INDIVIDUAL LOTS SHOWN ON THIS PLAT DO NOT HAVE 1/2" I / /-
PUBLIC SEWER SERVICES AVAILABLE, AND NO LOTS HAVE / ERB
BEEN APPROVED BY THE HEALTH DEPARTMENT FOR ONSITE
SEWER SERVICES OR BEEN DEEMED ACCEPTABLE FOR 3/4"
PRIVATE WATER WELLS AS OF THE DATE OF THIS / EIP
RECORDING
2. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED
BY THIS SUBDIVISION / N/F
3. THE STREETS SHOWN ON THIS PLAT THOUGH LABELED AS / SIMPSON FARMS, LLC / 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
AS OF THE DATE OF THIS RECORDING. UNTIL SUCH TIME TRACT 2 OF
THAT THE STREETS ARE ACCEPTED AND FORMALLY ADDED / DB 10709, PG 111 O
TO THE STATE SYSTEM, MAINTENANCE AND LIABILITY OF THE STREETS ARE THE RESPONSIBILITY OF THE DEVELOPER 3/4" \\ / EIP
AND ANY FUTURE LOT OWNER(S)
4. ANY COMMON AREA SHALL NOT BE FURTHER SUBDIVIDED, Els /
DEVELOPED OR CONVEYED BY THE OWNERS' ASSOCIATION, N/F
EXCEPT WHERE APPROVED UNDER THE PROVISIONS OF THIS JONATHAN EVANS & WIFE,
ORDINANCE AND THE COUNTY ZONING ORDINANCE. `� SUE McD. EVANS
TRACT 1 OF
\ / DB 10709, PG 111 /
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
\ ECM
�3/4"
/ ERB
\(P11N,,CHED)
EIP
PND (R7.5) ZONING 49.61 AC``
ALLOWED DENSITY 288.1 LOTS
PROVIDED DENSITY 49 LOTS \
Al ZONING 49.61 AC
ALLOWED DENSITY 24.8 LOTS \
PROVIDED DENSITY 6 LOTS �♦
N/F
JONATHAN EVANS & WIFE,
SUE McD. EVANS 1" EIP o
DB 2768, PG 213 (PINCHED)
SHEET KEY
/
/ ECM
N/F
/CHRISTOPHER J. DAWSON & WIFE,
TINA RENEE DAWSON
/ DB 7478, PG 866
PB 110, PG 91
/
/
/
/
/
/
.5'
(SHOULDER)
8%
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
�CSo
50 I I 51 52 53
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1
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5 / ,
/ I
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N/F
GEORGE BARKSDALE TARRANT, III & WIFE,
KRISTY B. TARRANT
TRACT 1 OF
DB 9710, PG 817 •
N/F
,JOHN CAMPBELL, JR. & WIFE,
ANNETTE T. CAMPBELL
DB 10314, PG 207
PB 116, PG 34
\
(' 7 �\
N/F
1 1/2"
EIP -
D —
1 1/2"
--� EIP
� I
I N\
CHAD LENTON STARLING
DB 10639, PG 594
- I x
1/2"
EIP
o P N/F
(PINCHED) CHAD L. STARLING / \
DB 8981, PG 770
EIP
EIP
55 N/F
JAMES OLIVER
JACKSON, JR.
DB 9292, PG 160
` \ I
EIP
\\ "� (PINCHED)
/
-2-
0 N/F
ill/ RAYMOND STANLEY CHAVIS & WIFE,
EIP KATHY L. CHAVIS
DB 5990, PG 893
PB 99, PG 160
EIP \ \
/
" N/F
ADAM GLENN ALPHIN
.� DB 9943, PG 500
/ "E
/ EIP \
/ N/F
/ JAMES ARCHIE SMITH & WIFE,
SHIRLEY M. SMITH
/ DB 4363, PG 632
0
EIP
/
I /
• N/F
• / JAMES ARCHIE SMITH & WIFE,
I /
/ SHIRLEY M. SMITH
DB 2071, PG 501
1/2"
ERB
t
100
t / 2
/ N/F
/ ISRAEL RAY JACKSON & WIFE,
SHELLY DARLENE JACKSON
ECM DB 5748, PG 722
PB 106, PG 41
/ ECM
GRAPHIC SCALE 0 50 100 o
( IN FEET )
1 inch = 100 ft.
400
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solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.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