SW6210906_Plansheet C3.0-1 - Grading_Drainage Plan_20220324

VICINITY MAP
NOT TO SCALE
GROUND STABILIZATION CHART
LEGEND:
EGMZ ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO 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.
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
N/F
WILLIAM WEATHERSBEE & WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 68
PPS UTILITY POLE
C GUY WIRE
❑■ WATER METER
0 ASPHALT
CONCRETE
0 WETLANDS
0 BUILDINGS
UNSUITABLE SOILS
210 MAJOR CONTOUR
207 MINOR CONTOUR
- roc- roc- LIMITS OF CONSTRUCTION
- SF SF - SILT FENCE LINE
- JN JN - JUTE NETTING
- DIV DIV - DIVERSION BERM
0INLET PROTECTION
LIMITS OF CONSTRUCTION
4.8 AC
N/F
WILLIAM WEATHERSBEE & WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 67
TEMPORARY SKIMMER BASIN #1
N 439,740.144
E 1,980,705.985
,NC GRID NAD 83
(2011)
ECM
TEMPORARY
CHECK DAM
WITH WEIR
(TYP)
_'
EIP
t
LOC
I
L=59 , W=29 , D=3
I
I
SIDE SLOPES= 2:1
RIP RAP DISSIPATER
TOP OF BASIN: 176.30'
L=3' W=1/2'
(p�
U
of
n
BOTTOM OF BASIN: 173.30'
D-4" Dm-6"
1" EIP -I
o
15' EMERGENCY SPILLWAY: 175.30'
CLASS A 9" THICK
(PINCHED)
II $c
I i
INVERT OF SKIMMER: 173.30'
1
(
SIDE SLOPES OF BASIN ARE TO
I
BE SEEDED WITHIN SEVEN DAYS.
as
r
0
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
I01
I
K�
o
I
I
WITH 1.0" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
RIP RAP DISSIPATER
L=9' W=5/11'
D5o=8" Dw12"
I
1
\ I
CLASS B 18" THICK
1" EIP
1" EIP
(PINCHED)
(PINCHED)
PIPE 1 cm�
LOC LOC
LOC LOC LOC LOC LOC
LOC LOC
76.00 LF ® 0.50%
IN • 179.20
ar SF
SF SF SF SF SF
SF - SF
INVf 179.58 TEMPORARY _001
I ' « 0-1 �CONSTRUCTIONDI 001 - -001 00l
f 0 �U ENTRANCE _ ,
1 �Ot wl 1 /2„
- I _ ER
B
� EIP ERB
O 1 5
LL U
2 m N/F
� � ISAIAH F. TAYLOR &SPOUSE,
KIANAH TAYLOR
1 b 1 DB 1321, PG 830
\� 00 tD SLIDE 364, MAP 2
1 2„
I EIP
I
TBM I �\4
4D DISK #1 N/F
AI AZO 1G�
MATTHEW PATTERSON & WIFE,
SHAWNAA N. PATTERSON
DB 1266, PG 391
SLIDE 364, MAP 2
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING _
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY -
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS BEN STOUT. CONTACT 910-779-0019.
r 3
N/F
NATASHA LOWERY
DB 1176, PG 993
SLIDE 364, MAP 2
r `2
N/F
MICHAEL RUIZ
DB 603, PG 510
SLIDE 364, MAP 2
r 1 �
N/F
JASON DAVID BUNDY
DB 1257, PG 504
SLIDE 364, MAP 2
1/2 '
ERB
1/2"
ERB
Co
1/2"
ERB
1/2-
ERB
I
I /
/ I
I
v,
r\14; \F� r�13\�
PERMANENT \ N/F
'oo
N/F CHECK DAM N/F
JASON DAVID BUNDY \\ JASON DAVID BUNDY \
� WITH WEIR \ ELVIN TATUM &WIFE,
DB 656, PG 452 DB 656, PG 452 f�
MAP BOOK 5, PAGE 2, SLIDE 100 / / ' // 1 (NP) ✓ I DEBORAH TATUM
I I, MAP BOOK 5, PAGE 2, SLIDE 100 \
\ I iDo �� 100 \ f�f DB 821, PG 22
C LOC LOC LOC LOC-_
OC _ yF MAP BOOK 5, PAGE 2, SLIDE 100
\ X / \ ECM \ o% \
167 -• 16 r1 160 C `'r „2
5. s� r ss�r. 25'�PERMANENT DRAINAGE EASEMENTS fly
_ `Y' , \fly �O / `t \
OOD 001 701 001 001 U S� - \ / \ \ ,w 30 ��` -10 \ -
DITCH 3 I I
NAG SC150BN SILT FENCE
p STP.PAT.D OUTLET \ �o c
n I n 20' PERMANENT o\ \ \ �' \ DRAINAGE EASEMENT \ �\ \ \ �`\ \,30• k \
16 � 15 � of � �
00 //
\ of oo� \ \�E SOLO
_ 0 t n TEMPORARY SEDIMENT TRAP #2 / \ fo %� goo rF , \\� 5 �p�
DITCH 4 I L=79', W=29', D=4.5' / ° \ p N
• I SNAG S75 TP PAT D I SIDE SLOPES= 2:1 2
TOP OF BASIN: 164.60'
rp "WHEN TST #2 IS REMOVED, o BOTTOM OF BASIN: 160.10' \ 'o N F \ 'o
n DITCH #4 MATTING SHALL BE 1 n 15' EMERGENCY SPILLWAY. 163.60' 'o of / `e
\ \ ,' \ROBERT SHOLLY AND WIFE, h I
INSTALLED IMMEDIATELY AFTER SIDE SLOPES OF BASIN ARE TO DENISE SHOLLY \
J I CONSTRUCTION OF THE SWALE. vo J BE SEEDED WITHIN SEVEN DAYS. \ r DB XXXX, PG XXX ao
0
r \ MAP\BOOK 4171, PAGE 3
N o o RIP RAP DISSIPATER 14 \\� \\ \ _ - ` \ \
\PROTECTION
LET FES-4 C) L=9' W=5/11' \
- _ \ I 1 \ T 00
YP) JG �� D 8" D "�12" \ \ 1 l \ \ \ \
O SF CLASS B 18" THICK \�\ (� \\ \ z
30' VEGETATED \ C z
C ` \ Q BUFFER I
32.00 LF ® 1.75% 18" RCP ss S \ \ \�\ \ \ \\ 1 \ \ 1 g,\ �\ 0
I �'v 166.21 CI-3 \ 1 1� \\ .i Jg \� �f Iz
20' UTILITY EASEMENT 1 I \ \ y �� \°E \
I
o \ �o T \ \ 13
DITCH 2 -,4L- i
1 F
n °/ 20' UTILITY EASEMENT Re FW FW - FW - FW - FW
I > LOC_ \ \ \ 'oo y
o \\ /p0^� - - HOC RIP RAP DISSIPATER 12 I \ \ v\ \
c� CO) SF L=9' W=5/11' \\
I 1 p �� I j SF �65 \ /00 D-8" Dw-12"
32.00 LF ® 0.50% 18" RCP ( S,� CLASS B 18" THICK I \ CHECK DAM
171.78 r A ��F \ I PERMANENT W/WEIR OUTLET
o - O CHECK DAM SILT FENCE
171.78 WITH WEIR 1/2" � 100
IF
UA 0 20' UTILITY EASEMENT / LOC L C OUTLET -
LOC LOC LOC LO ` \0 20' PERMANENT TYP ERB C� D F � F
FES-2 i SF
------------------
\ DRAINAGE( EASEMENT ( ( ) �, �o
- LOC LOQ. LOG` HOC _RIP RAP DISSIPATER
CI-9 174.03 172.49 FES-6- A <I ps�4" p , g"
ONSITE DRIVE, »a 50' R/W (PUBLIC) 174.03� \ \ CI-5 T' `z i `z r CLASS A 9" THICK
(DOUBLE) �:.� �� TEMPORARY SKIMMER BASIN #3
32.00 LF ®1.34%-001 001 001 L=89', W=34', D=3'
18" RCP DITCH 5 SIDE SLOPES= 2:1
NAG P550 ` \ \00-1 TOP OF BASIN: 143.00'
�S ,^ STP.PAT.E 001 - BOTTOM OF BASIN: 140.00'
174.20
)1 _001- -00� - 001 - 001 _ 001 � �� ,� oo/ \ 001 �� 15' EMERGENCY SPILLWAY: 142.00'
174.20 Tl \ �S � INVERT OF SKIMMER: 140.00'
26.00 LF ® 0.50% 18" RCP I I ' \ \ >)� 11 SIDE SLOPES OF BASIN ARE TO
r / ,�/ " # BE SEEDED WITHIN SEVEN DAYS.
o J> WHEN TSB 3 IS REMOVED,
01 DITCH #5 MATTING SHALL BE "ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
\� I INSTALLED IMMEDIATELY AFTER WITH 1.4" ORIFICE FOR DEWATERING THE
0 , II W I 001 I f I I / / / 1 CONSTRUCTION OF THE SWALE. SEDIMENT BASIN DURING CONSTRUCTION.
C
L I X� oI
�m
GRADING NOTES
/ ^°ti / / / 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
N o �/ ° BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
/ / / / / / / / CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE
FINISHED GRADE OF THE CURB, UNLESS OTHERWISE
NOTED.
1 1 s /� 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
0, I / SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%
AND LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
ALL LAND DISTURBING ACTIVITIES AND ENSURE
o 0 /^�� / / 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.
J v I �� N pr / 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS,
TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO
I O ( cnC / 1 FILL SHALL BE PLACED UNTIL PREPARATION OF THE
m�Il I T� EXISTING GROUND HAS BEEN COMPLETED
/ I r \ / f 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
/ I / / l I ( ) CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
/ I m OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY
ZII I 1 FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE LOCATION OF ALL UTILITIES OR
STRUCTURES AND 1' I II ^�O° °a f VE 0I \ 1 I I NOT SHOWN ON OTHESE PLANS. BELOW GROUND,
WALL BE SHOWN HELD OR
RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
STRUCTURES CAUSED BY HIS OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED
a (/ BOTH DURING AND AFTER GRADING BY THE
O /ram CI-7 s,� �\ J I O I \ ` CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
OG �/ \\`O�' - ' / / I I ✓' \ AROBLEMS EXIST. IF IT IS SLOPE DETERMINED STABI ITY PROBLEMTHEENGERE IS
ENGINEER OF
So
RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
<n SHOULDUNBE DED ADSIDL WITH
3:1 SLOPES AND
9. APPROVED COPIES OF THE GRADING AND EROSION
CONTROL PLANS SHALL BE ON THE PERMITTED SITE
^ WHILE WORK IS IN PROGRESS.
/ / 7 M r �S� \ 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
p i � I o0 \ SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
I TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES
\ \ 766 CI-7 / TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE
� / TEMPORARY SKIMMER BASIN #4 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
/ jO (DOUBLE) L=79', W=39', D=3' DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE
O 46.00 LF ®8.65% 18" RCP
O JO, y n 0. SIDE SLOPES= 2:1 PATTERNS.
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
STP.PAT.D 15' EMERGENCY SPILLWAY: 157.75' PRIOR TO IMPLEMENTATION OF THE CHANGE.
OO DIV / CA INVERT OF SKIMMER: 155.75' 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET
SIDE SLOPES OF BASIN ARE TO
OR MORE SHALL BE LINED WITH NORTH AMERICAN
RIP RAP DISSIPATER
O
W=5/11'
BE SEEDED WITHIN SEVEN DAYS.
GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
(\ o
L=9'
/ D8" D►=12"
** ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
�% WITH 1.4" ORIFICE FOR DEWATERING THE
EQUAL SUBSTITUTE.
13. ALL RCP PIPE TO BE CLASS IV UNLESS OTHERWISE
CLASS B 18" THICK
o,
o SEDIMENT BASIN DURING CONSTRUCTION.
NOTED.
9. MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE
STRUCTURES OUTSIDE OF NCDOT R/W TO BE
6 / / 6 \
• r
/ RIP RAP DISSIPATER
L=3' W=1/2'
MAINTAINED BY OTHERS (NOT NCDOT). MAIL KIOSK AND
SIDEWALK MAINTENANCE ALSO TO BE PERFORMED BY
D50=4" D-A =6" OTHERS (NOT NCDOT).
CLASS A 9" THICK
•TEMPORARY
^M o � CHECK DAM
00-1 �l S 001 NTH WEIR GRAPHIC SCALE
N 438,734.070 cn / / (TYP)
\ E 1,980,645.890 /
\ NC GRID NAD 83 / I I 50 0 25 50 100 200
(2011) ^� /
\ ECM \
Know whnva below. \ \ I \ ( IN FEET )
Call before you dig. \ l ) N/F 1 inch = 50 ft.
EVERETT M. HESS & WIFE,
\ \ 1/2" HELEN J. HESS
\ ERB nR qqn_ PG 769
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
0site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�X111111I11//11'
_0••OFESS/0'..
• 4� SEA � •'
•-
02
v3-4 -22
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
MARCH 16, 2022
SHEET NUMBER
C-3nO

MYRA ROAD O
Q
Q O
O
o=
LL SITE
0 Y
g O
0
A,rrMq/V
cR01iF
cy�R
C,y
NORTH
VICINITY MAP
NOT TO SCALE
GROUND STABILIZATION CHART
LEGEND:
ECMZ ECM -EXISTING CONCRETE MONUMENT
EIP Op EIP-EXISTING IRON PIPE
EIR Op EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO 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)
PPS UTILITY POLE
C GUY WIRE
❑■ WATER METER
JW ASPHALT
0 CONCRETE
0 WETLANDS
BUILDINGS
UNSUITABLE SOILS
210 MAJOR CONTOUR
207 MINOR CONTOUR
— Eoc— roc— LIMITS OF CONSTRUCTION
— SF — SF — SILT FENCE LINE
— JN JN — JUTE NETTING
— DIV DIV — DIVERSION BERM
0INLET PROTECTION
II
I I I
I I P
I I I \ 1" EIP
(PINCHED)
PIP 'lip
N 439,740.144
E 1,980,705.985
INC GRIDND83
ECM \��11I1i,
\ \\ \ I (\ \ \ '00yp
/ \ \ ECM°O% \
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141 DRAINAGE AREA
105,326 SF
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N 438,734.070 cn GRAPHIC SCALE
\ E 1,980,645.890
\ NC GRID NAD 83 J I ^ J / / / J I I / I I \ \ 50 0 25 50 100
\ (2011) ECM
Know what's below. \ \ f ' I I I ( \ \ \ ( IN FEET )
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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
site
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
REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
DRAINAGE
AREA MAP
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
MARCH 16, 2022
SHEET NUMBER
C-3n 1