SW6190602_Planset (Signed)_20190619

SITE y
S Pig
EMMETT
RDAD
E
NORTH
VICINITY MAP
NOT TO SCALE
EXISTING UTILITY OWNER
10M
WATER AND SEWER
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
700 McKinney Parkway
Lillington, NC 27546
910-893-7575
Contact- Shane Cummings, PE
Know what's below.
Call before you dig.
i
4
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive -Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact- Scott Brown, PE
email. [e-mail]
AVERASBORO TOWNSHIP
DUNN, NORTH CAROLINA
HARNETT COUNTY
INDEX OF DRAWINGS
C1.0 - EXISTING CONDITIONS
C2.0 - OVERALL SITE PLAN
C2.1 - SITE PLAN I
C3.0 - GRADING AND EROSION CONTROL PLAN
C3.1 - DRAINAGE AREA MAP
C4�O - STORM PROFILES
C5.0 - EROSION CONTROL & STORM DETAILS
C5.1 - EROSION CONTROL & STORM DETAILS
C5.2 - EROSION CONTROL & STORM DETAILS
NER/DEVELOPER
HARNETT COUNTY
200 Alexander Drive
Lillington, North Carolina 27546
910-814-6893
Contact- Angie Stewart
email- [e-mail]
SEA
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SURVEYOR
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4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact- Jimmy Holland, PLS
email- [e-mail]
4Dsite
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
wwwAD site solutions.com
REVISIONS
PROJECT NAME
EDGERTON
INDUSTRIAL
PARK STORM
POND
TAX I D# 1505-83-5324.000
GATEWAY DRIVE
AVERASBOROTOWNSHIP
NEAR DUNN
HARNETT COUNTY
NORTH CAROLINA
CLIENT
HARNETT COUNTY
ECONOMIC
DEVELOPMENT
200 Alexander Drive
Lillington, North Carolina 27546
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1479
DRAWING SCALE
SEE SHEETS
DATE RELEASED
JUNE 11, 2019
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

EMSR rT R04D 1.NO ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
7975 UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987264
LOCALIZATION POINT N: 552,918.568 E: 2,108,163.589
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
SITE y 301 VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY
GPj SRP�g2� 4. LINES NOTRSURVEYED EARECSHO NTEM. AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. THE TOPOGRAPHIC CONTOURS WERE CREATED FROM A
COMBINATION OF FIELD SURVEY AND LIDAR DATA.
6. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
U = THIS SURVEY.
z 7. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
000 OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
o AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
NORTI-1 BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
8. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
VICINITY MAP MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
NOT TO SCALE CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
9. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE"
ACCORDING TO MAP# 3720150400K OF THE FLOOD INSURANCE
RATE, DATED JANUARY 5, 2007.
LEGEND:
EIP Oa EIP—EXISTING IRON PIPE x 14847' SPOT ELEVATION
ERBO ERB—EXISTING REBAR BENCHMARK
SRBO SRB—SET REBAR EcN SIGN
o COMPUTED POINT EM ELECTRICAL METER
N/F — NOW OR FORMERLY E6 ELECTRICAL BOX
R/W — RIGHT OF WAY © TRANSFORMER
PROPERTY LINE pp UTILITY POLE
ADJACENT PROPERTY LINE C GUY WIRE
RIGHT—OF—WAY ❑T TELEPHONE PEDESTAL
— — — — —SETBACK LINE F0 FIBER OPTIC BOX
�v
OVERHEAD UTILITY D4 WATER VALVE
— — — — CREEK ,, FIRE HYDRANT
— — WETLANDS El WATER METER
PERMANENT EASEMENT 0 BACK FLOW PREVENTER
X FENCE LINE IV IRRIGATION VALVE
TREE LINE n SANITARY SEWER MANHOLE
150 MAJOR CONTOUR oco CLEANOUT
148 MINOR CONTOUR WETLANDS
too r>- 100 YEAR FLOOD LINE BUILDINGS
i
TB M
4D DISK #1
N 552,918.568
R=75.00' E 2,108,163.589
L=174.27' ELEV 158.16
1,00 CHORD NC GRID NAD 83
N 48'13'17"E (2011)
137.63' NAVD 88
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o s
^__N71'39'11"E 657.96'
ERB ` O ERB
41
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N/F I
HEADWATERS TIMBER, LLC o `1' \1'
DB 2132, PG 969 0
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41 41
5/8"
ERB
S64°40'15"W 542.13'�
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N/F
GEORGE TERRY WILLIAMS
DB 1287, PG 788
N/F
OLDCASTLE APG SOUTH, INC
DB 2373, PG 878
PB 2006, PG 1100
R=110.00'
L=82.82'
CHORD
S86°46'43"E
80.87' x
ss
w
N/F
COUNTY OF HARNETT
TRACT 4
DB 3334, PG 574
PB 2002, PG 313
5/8„
ERB
x
Ss
R=560.34'
L=198.26'
CHORD
N48°42'14' E
197.23'
ERB
R=531.53'
L=339.05'
CHORD
N 72°44' 07"W
333.33'
x N71°39'11"E 826.10's x s x
Q( SR 1927 (GATEWAY DRIVE)/
w PRIVATE w
1" EIP
(PINCHED),
5/8'
ERB
S64'38'56"W 419.9�
1"
ERB N 554,297.567
E 2,108,626.798
NC GRID NAD 83
(2011)
� fig•
5/8„
ERB
R=528.34'
L= 329.02'
CHORD
N36'34'03"W
323.72'
:.
a
5/8„
ERB
x 5/8"
ss ss ERB
w � w
— x x x x x
1'
ERB
5/8
ERB
— 1 1 /2„
EIP
AREA: (BY COORDINATE COMPUTATION)
2,120,085 SF (48.67 AC)
PIN NO: 1505-83-5234.000
ZONING: IND
FRONT 50'
SIDE 0'
REAR 25'; 50' IF THE ADJACENT PROPERTY
IS ZONED RESIDENTIAL /
5/8„
ERB
SOURCE OF TITLE s
N/F DB 3334, PG 574
DELHAIZE AMERICA DISTRIBUTION, LLC HARNETT COUNTY /
DB 3186, PG 105 REGISTER OF DEEDS
4"* /
3SE
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�� ♦ SSB6), �/ �,/
N 554,412.546 /
�,�Sz ��� ♦♦ NC GRID 195.733 NAD 83
(2011)
y PP
ERB /
� 1 C
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\1. p
�7<<&�� s ERB /
5/8"
ERB �I /
p �w R=2895.00'
/ L=527.29'
CHORD
\\ S13'28'23"W
• �, / 526.56'
N/F ,
COUNTY OF HARNETT I /
TRACT 4 \41 \\ /
DB 3334, PG 574
PB 2002, PG 313 I
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I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
ss SS / EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
a / STREET OR CHANGE AN EXISTING STREET.
w w w W pp
S71 °39'11 "W 1109.92' Li PP.//
x x x
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N/F
SHERRILL WEAVER
DB 1872, PG 472
PROFESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
% UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 3334. PAGE 574 OR OTHER REFERENCE SOURCE
____________); THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
IN BOOK _____, PAGE _____ OR OTHER REFERENCE
SOURCE ; THAT THE RATIO OF
/ PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND
/ THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND
— � SEAL THIS II DAY OF JuNE, 2019.
-------- ----- ------------------------
/ PROFTESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 1. .1 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS II DAY OF JAINE, A.D., 2019.
-------- L"- L."t,
------------------------
PROFIESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
`�����►►►CIIA SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
� Q.S GPS SURVEY WAS
.''•..'R��/ � //�i PERFORM DUNDER MY TO C-211FGCC SUPERVISION. (SPECIFICATIONS RTK GPS WITH
_O:'•FESS /O '
qy VRS FIELD PROCEDURES WERE USED. THE COORDINATES
;e WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
AL < - USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
i 57 I - SURVEY WAS PERFORMED ON JANUARY 25, 2019 USING
TWO TRIMBLE 5700 RECEIVERS.
S SURv������
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PROFESSIONAL LAND SURVEYOR — L-4571
bt�•I I• I�1
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET )
1 inch = 120 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
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REVISIONS
PROJECT NAME
EDGERTON
INDUSTRIAL
PARK STORM
POND
EXISTING
CONDITIONS
CLIENT
HARNETT COUNTY
ECONOMIC
DEVELOPMENT
200 Alexander Drive
Lillington, North Carolina 27546
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1479
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE SURVEYED
APRIL 4, 2019
SHEET NUMBER
C-1 00

VICINITY M
NOT TO SCA
LEGEND:
EiP OO EIP—EXISTING IRON PIF
ERBO ERB—EXISTING REBAR
SRBO SRB—SET REBAR
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERI
ADJACEN
RIGHT-0
SETBACK
OVERHEA
— — — — CREEK
— — WETLANC
PERMANf
X FENCE LI
TREE LIN
150 MAJOR C
148 MINOR C
—too-- 100 YEA
u
N /F
HEADWATERS TIMBER, LLC c
DB 2132, PG 969 If
c
r
N /F
GEORGE TERRY WILLIAMS
DB 1287, PG 788
GRAPHIC
120 0 60 120 240
C�
( IN FEET )
1 inch = 120 ft.
480
te
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
EDGERTON
INDUSTRIAL
PARK STORM
POND
OVERALL SITE
PLAN
CLIENT
HARNETT COUNTY
ECONOMIC
DEVELOPMENT
200 Alexander Drive
Lillington, North Carolina 27546
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1479
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE RELEASED
JUNE 11, 2019
SHEET NUMBER
C-200