SW6210906_Plansheet C3.0 - Grading/Drainage Plan_20211014

VICINITY MAP
NOT TO SCALE
GROUND STABILIZATION CHART
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR OO EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERB0 ERB-EXISTING REBAR
SRB0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
OVERHEAD UTILITY
WETLANDS
X FENCE LINE
TREE LINE
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, SILT FENCE OUTLETS, AND DIVERSION BERMS WHERE
SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS AND SEDIMENT
TRAP.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
TERMINATION (NOT). THE NOT IS AVAILABLE AT:
HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
OF TERMINATION PROCESS.
N/F
WILLIAM WEATHERSBEE & WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 68
15 ,,,
��,�, A
o�
14 ��'
.--�
. 13
$
"
ow
°off �/F
N 439,740.144 /
JASON DAV D BUNDY
E 1,9867 01 Y
NC GRID NAD 83 DB PG 452
�^,
"
"
� �„ JASON AV D BUNDY ��
^ „„ „" DB 656, PG 452 (�
\
MAP BOOK 5, PAGE 2, SLIDE 100
ELVIN TATUM„ & WIFE,
\
DEBORAH TATUM
(2011) MAP BOOK 5, PAGE 2, SLIDE 100
I
I
V
'�w�
DB 821, PG 22
ECM O
' C LOC L0 L C"
LOC -� �
100
��"mow
_f00 \
yp
MAP BOOK 5, PAGE 2, SLIDE 100
��
1B7 �••.. .,l 165 a 1Bo, '•,SS .. .......„,
/ /
\ ECM
\Fw
\
1"
EIP
cc 001 001 -OOl OOl %'' OOI S -..w - • /
Soto
co �o
N
h-FES-4 L=9' W=5/11'
u ... ,w. -
INLET
PROTECTION",,,, D 8" D 12" \ \ % o
17 (TYP)
Cpp i z
/ CLASS B 18" THICK T iQ
2
,
I WILLIAM WEATHERSBEE & WIFE, 32.00 LF @ 1.75% 18" RCP 7ss 0
\
ALBERTA M. WEATHERSBEE 1�1 166.21 CI-3 1*f z
DB 167, PG 67 r /
cn n l
L=55' W-25' D-3' o o
' -
-LOC � I - s�
TEMPORARY SKIMMER BASIN #1 � 13
-1 I SIDE SLOPES= 2:1 DITCH 2
RIP RAP DISSIPATER o \�
TOP OF BASIN: 176.30' L-3' W-1 2' .
'
_ _
6 w
1" EIP �.
BOTTOM OF BASIN: 173.30' D�4" DYA1�6' w r U �
15 EMERGENCY SPILLWAY: 175.30 CLASS A 9" THICK � J , 9
(PINCHED) I INVERT OF SKIMMER: 173,30' 4 1 r
I SIDE SLOPES OF BASIN ARE TO 0 �� "� �
FW FW -
I BE SEEDED WITHIN SEVEN DAYS.� ��„�°°•„•.,, ��/ � � � �
o
FW � FW � FW
ATTACH A 1.5 FAIRCLOTH SKIMMER (OR EQUAL) O p \ // RIP RAP DISSIPATERS
100 rF
�I RIP RAP DISSIPATER I
_ _ .
I o WITH 1.0" ORIFICE FOR DEWATERING THE QG L-3' W-1 /2' °o
LOC RIP RAP DISSIPATER YAK
- / O� C� 12 D 4" D 6"
L ,
SEDIMENT BASIN DURING CONSTRUCTION. L0= W MA 11' SF / CLASS A 9" THICK
CLASSBB D18 THICK o o TI �,O �F.. L=9' W=5 11'
SO- YAI� G
EIP ss . 1,pp Dso=g" DYAx=j 2"
1 EIP
r \
I >7 (PINCHED) (PINCHED) 32.00 LF C� 0.50% 18 RCP /� a � S� CLASS B 18' THICOC-�LOC� o \
� 7 � 171.78 r L
C LOC LOC LOC LOC C ✓ r o CSC'
PIPE 1 UT LOC LOC- �- LOC LOC LOC LOC LO 171.78 �' K \ rp LOC 100 vv
76.00 LF @ 0.50%, NV: : 79.20 SF ,,; �$ F 0 LOC LOC �i � �6 SF - 0 TEMPORARY SKIMMER BASIN #3 _
SF ,
� �" L=85', W=30', D=3'
18' CLASS V RCP� SF SF -� SF SF SF FES-2 �,, ,,� � ,..,,,,...
,,. = y -
I SIDE SLOPES 2.1
TOP OF BASIN: 1 5.50'
\> CI-9 174.03 172.49 �� FES-6- BOTTOM OF BASIN: 162.50'
SITE DRIVE 11-4 CI-5 �'� _ 15' EMERGENCY SPILLWAY: 164.50'
50' R/W (PUBLIC & UTILITY ACCESS) 174.03� ��� (DOUBLE) �� �. INVERT OF SKIMMER: 162.50'
0 - o ' SIDE SLOPES OF BASIN ARE TO
32.00 LF C� 1.34%
_ BE SEEDED WITHIN SEVEN DAYS.
�RCP **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
18"
.� HS �� 0� SILT FENCE WITH 1.4" ORIFICE FOR DEWATERING THE
/ ^ OUTLET �r
TEMPORARY D� OOl - QOR -001 01 001 001 001 001 00 ? 74.20 N \ / p Opp o SIN DURING CONSTRUCTION.
/+ V INV 1 o-i 8 ,, Ol 001 �,� �` O SEDIMENT BA
4/11,
ENTRANCE h 0
CONSTRUCTION 001
001���� 26.00 LF C� 0.50% 18 RCP A ��j DITCH 5 1 0
O 1/2" 1/2" U U, r �� NAG C125BN
EIP �- ERB o I o `70� �S 00� STP.PAT.D
\ 5 O I
O
�.� 1
ILL 01
- W
M
g m" N/F U I C � o ,.
ISAIAH F. TAYLOR & SPOUSE, r7
KIANAH TAYLOR D
o I DB 1321, PG 830 I
I /
aD CO SLIDE 364, MAP 2 I / .. ... ........
I
�D 4 I z
„- I I m
Ln
�1/2" 1 2„ GRADING NOTES
' CIP ERB 0 I I � 0
�
I I 1 0 I 0 / 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
f 4 I I CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE
TBM ��_�� I FINISHED GRADE OF THE CURB, UNLESS OTHERWISE
4D DISK #1 U I '>� r O NOTED.
ni ezo,a"^� N/F 0 : 11
O 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
MATTHEW PATTERSON & WIFE,
SHAWNAA N. PATTERSON
DB 1266, PG 391
SLIDE 364, MAP 2
PP UTILITY POLE
C GUY WIRE
0 WATER METER
ASPHALT
CONCRETE
0 WETLANDS
0 BUILDINGS
UNSUITABLE SOILS
210
MAJOR CONTOUR
207
MINOR CONTOUR
- Doc- Doc-
LIMITS OF CONSTRUCTION
_SF -SF -SILT
FENCE LINE
- iN - iN -JUTE
NETTING
- DIV - DIV -
DIVERSION BERM
0INLET PROTECTION
EROSION CONTROL NOTES
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
_
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
CONTROL MATTING, AND/OR SODDING AND STAKING IN
AND INLET PROTECTION DEVICES WHEN THE STORAGE
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
AREAS TO BE PAVED.
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
PROPER BARRIER.
APPROVE THE ACTION PRIOR TO REMOVAL.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
ACTIVITY.
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
OR AT THE EARLIEST POSSIBLE POINT DURING
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
CONSTRUCTION.
ACTIVITIES.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
PERFORMING WORK ON THIS PROJECT.
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
DESIGN MANUAL.
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
LAND DISTURBING ACTIVITIES. 910-433-3300
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
WHEN TRACKING OCCURS.
OTHER ADEQUATE EROSION CONTROL DEVICES OR
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR OTHER MEANS. CONTROL EROSION FROM ALL
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE NO LESS THAN FIVE FEET FROM THE
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
90 CALENDAR DAYS FOLLOWING COMPLETION OF
MORE THAN 24 HOURS.
CONSTRUCTION OR DEVELOPMENT.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
THE COURSE OF CONSTRUCTION.
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
HEREIN.
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
LIMITS OF CONSTRUCTION
4.7 AC
1/2"
ERB
3
N/F
NATASHA LOWERY
DB 1176, PG 993
SLIDE 364, MAP 2
ERB
�\2
N/F
MICHAEL RUIZ,j
DB 603, PG 510
SLIDE 364, MAP 2
1/2"
ERB
f
�
I
� 1
N/F
JASON DAVID BUNDY
DB 1257, PG 504
SLIDE 364, MAP 2
DITCH 3
NAG SC150BN CHECK DAM o� SILT FENCE „ V o
p STP.PAT.,DWITH WEIR �b OUTLET V"'M ,°o �` \
....,, %
(TYP)CD
I
o 16 c� 15 V'
Vie, A mob'„•w � ,�.
� �"• „°"`�°ww � TEMPORARY SEDIMENT TRAP # 2 '� rF
, DITCH 4 L=75', W=25', D=4.5' A (00 >F". \
� NAG S75 U SIDE SLOPES= 2:1 .....
' TOP OF BASIN: 164.60' \
o STP.PAT.D 0„ o BOTTOM OF BASIN: 160.10'
n�n 15' EMERGENCY SPILLWAY: 163.60'
I SIDE SLOPES OF BASIN ARE TO
_ ) BE SEEDED WITHIN SEVEN DAYS. "
o RIP RAP DISSIPATER 14 „
O
/ SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%
N I / AND LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
I I ALL LAND DISTURBING ACTIVITIES AND ENSURE
0 p �\ COMPLIANCE WITH THE APPROVED EROSION AND
\ SEDIMENTATION CONTROL PLAN. THE CONTRACTOR
SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL
DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
\ NEIGHBORING ROADS.
o '� \ � -~4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
J � n PLACED SHALL BE CLEARED OF WEEDS, DEBRIS,
r O $ TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO
O ur �O 1 FILL SHALL BE PLACED UNTIL PREPARATION OF THE
EXISTING GROUND HAS BEEN COMPLETED
/ I 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
o I o 1 CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY
>> I FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
/ I I STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE LOCATION OF ALL UTILITIES OR
J STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR
I I r NOT SHOWN ON THESE PLANS. THEY WILL BE HELD
I / I RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
r STRUCTURES CAUSED BY HIS OPERATION.
/ O J 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED
/ ^69 o ' BOTH DURING AND AFTER GRADING BY THE
4 % G// •' CI -7 s,� � .- _.... 7 CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
(p PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS
V ' A SLOPE STABILITY PROBLEM THE ENGINEER OF
X ti \ RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
""•°„ SHOULD BE GRADED WITH 3:1 SLOPES AND
coo, 00"„ SURROUNDED BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION
16� CONTROL PLANS SHALL BE ON THE PERMITTED SITE
WHILE WORK IS IN PROGRESS.
r 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
J I0 / SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
I / TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES
166 CI-7 J TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE
�_ / j TEMPORARY SKIMMER BASIN #4 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
\ \ (DOUBLE) L=75', W=35', D=3' SIDE SLOPES= 2:1
0 46.00 LF @ 8.65% 18" RCP DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE
O
-w(,� PATTERNS.
O FES-8 DITCH 1 SILT FENCE TOP OF BASIN: 158.75' 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
\ NAG S150 OUTLET BOTTOM OF BASIN: 155.75' SHOULD BE REPORTED TO THE ENGINEER OF RECORD
Oa)�� STP.PAT.D 15' EMERGENCY SPILLWAY: 157.75' PRIOR TO IMPLEMENTATION OF THE CHANGE.
IV INVERT OF SKIMMER: 155.75' 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET
IVY LOC SIDE SLOPES OF BASIN ARE TO OR MORE SHALL BE LINED WITH NORTH AMERICAN
Jp( -RIP RAP DISSIPATER BE SEEDED WITHIN SEVEN DAYS. GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
1� L=9' W=5/11' .*ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) EQUAL SUBSTITUTE.
D-8" D-12" � ` 1%/ WITH 1.4" ORIFICE FOR DEWATERING THE 13. ALL RCP PIPE TO BE CLASS IV UNLESS OTHERWISE
CLASS B 18" THICK Jo SEDIMENT BASIN DURING CONSTRUCTION. NOTED.
/ ppj
O \ RIP RAP DISSIPATER
L=3' W=1 /2'
\
% CLASS A 9" THICK
s
®
\ N 438,734.070
\
r' 1
o01 GRAPHIC SCALE
E 1,980,645.890
\ NC GRID NAD 83
(2011) !!!
I
50 0 25 50 100
\
\ ECM
Know what's below.
\ \
(
( IN FEET )
Call before you dig.
�i /
\
1 inch = 50 ft.
\ > O
\
N/F
EVERETT M. HESS & WIFE,
1/2"
\ ERB
HELEN J. HESS
0R 290. PG 762
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
200
IIII ■
1
D t " zf�:
solutions
e will 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
�,�N .CARp�
SEA
0274 -
''''' � COTT
REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
GRADING AND
EROSION
CONTROL PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
SEPTEMBER 21, 2021
SHEET NUMBER