SW6210601_Plansheet (C-3.0 - C-3.4) - Grading/Drainage Plan_20211008

a
0
VICINITY MAP
NOT TO SCALE
LEGEND:
"'Z ECM -EXISTING CONCRETE MONUMENT
EIP 00 EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
c COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— OPL — — — OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
SD STORM DRAINAGE
w WATER LINE
TREE LINE
210MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
EEE SIGN
M� MAILBOX
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
ASPHALT
0 WETLANDS
SURFACE WATER
— HOC— HOC— LIMITS OF CONSTRUCTION
— SF — SF — SILT FENCE LINE
— iN — iN — JUTE NETTING
— DIV — ory — DIVERSION BERM
0INLET PROTECTION
EROSION CONTROL NOTES
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
1.
ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
CONTROL MATTING, AND/OR SODDING AND STAKING IN
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
AND INLET PROTECTION DEVICES WHEN THE STORAGE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
AREAS TO BE PAVED.
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
APPROVE THE ACTION PRIOR TO REMOVAL.
PROPER BARRIER.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
2.
TEMPORARY EROSION CONTROL FACILITIES AND/OR
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
ACTIVITY.
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
OR AT THE EARLIEST POSSIBLE POINT DURING
ACTIVITIES.
CONSTRUCTION.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
3.
TEMPORARY & PERMANENT EROSION CONTROL MEASURES
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
PERFORMING WORK ON THIS PROJECT.
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
DESIGN MANUAL.
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
4.
THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
rH
LAND DISTURBING ACTIVITIES. 910-433-3300
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
5.
REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
OTHER ADEQUATE EROSION CONTROL DEVICES OR
WHEN TRACKING OCCURS.
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
6.
LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
OR OTHER MEANS. CONTROL EROSION FROM ALL
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
MUST BE NO LESS THAN FIVE FEET FROM THE
90 CALENDAR DAYS FOLLOWING COMPLETION OF
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
CONSTRUCTION OR DEVELOPMENT.
MORE THAN 24 HOURS.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
7.
MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
THE COURSE OF CONSTRUCTION.
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
HEREIN.
8.
TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
ARISE ON SITE IS CHRIS PARKER. CONTACT 910-850-3437.
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
\
BOBBY L. �McDOWELL
DB 122, PG 358
\
\
\
N 440,437.585
\ E 1,975,251.943
❑
NC GRID NAD 83
\ (2011)
\ f 1 1 /4"
EIP
O
N/F
\ WILLARD F. PAGE & WIFE,
BERYL R. PAGE
DB 286, PG 365
\ 15 14
5/8, Lam(? tOC'OC
ERB ,,. �� 187
186 lgs
/ N/F 0 r
DAVID MICHAEL THOMPSON & WIFE,
ROBBIE FUMAROLA ^
DB 252, PG 135
O 1c
N/F
1 /2'
ERB,If�I
o
ERIC HILL, STEPHANIE THOMPSON &
�Lc ,
ROBBIE THOMPSON
DB 1148, PG 775
19
.
7J
1/2
ERB
f 2
N/F
SNO
DAVID G. ROCKWELL & WIFE,
ELIZABETH G. ROCKWELL
DB 1240, PG 162
PB 4077, PG 4 I.
RB
J
1 , /2„'
ERB
N/F I
ROBERT G. ROCKWELL & WIFE, N/F
ROBIN S. ROCKWELL WILLARD F. PAGE & WIFE,
DB 240, PG 513 BERYL R. PAGE
PB 4077, PG 4 TRACT 2 OF
DB 365, PG 173
r`
N/F
WILLARD F. PAGE & WIFE,",
BERYL R. PAGE
TRACT 1 OF
DB 365, PG 173
185(3 t
J
11
CD
WN
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM:
GRADING NOTES
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
�' /'ERB 1.
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES
\
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE
' i
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
\
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
2.
ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
TOOK EFFECT OCTOBER 1, 2010.
\
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
'
/
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES
3.
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
SELF -MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
WITH THE APPROVED EROSION AND SEDIMENTATION
SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
4.
EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM
1/2" % ,°
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
CAN BE ACCESSED AT: HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
ERB
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
��p,Ol �' __ ,, `'' '
^� \
HAS BEEN COMPLETED
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT
G`A r� 2 "` 5.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE
THE FAYETTEVILLE REGIONAL OFFICE AT [phone].
G�Vv�--� i
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
37 36 91,711.
35
0 ' N /F
PROPERTY THE PUBLIC AND UTILITIES DURING GRADING
NG� C R�`N , ' OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
GRACELAND THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
(MP UBv _ DEVELOPMENT, INC.
QA� r 1/2' STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
1�13 l 3 �� DPB1 4145,PPG939 ��� �� 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
SR �� THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
N/F N/F AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
\ \ GRACELAND 1 ' �' BARBARA JONES RICHARDSON, PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
DEVELOPMENT, INC. LAURA ELIZABETH JONES, TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
4 ; DB 1327, PG 939 LINDSAY KATHLEEN JONES, OPERATION.
\ PB 4145, PG 6 \ / , ` '� MATTHEW THOMAS JONES, 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
N/F JUDITH JONES TURNAGE & HUSBAND, DURING AND AFTER GRADING BY THE CONTRACTOR TO
/ LEONARD RUDOLPH TURNAGE
--^ GRACELAND f / )";, 1 DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
6 Y2
/ � ,,... ESTATE 12-E-145 IS DETERMINED THAT THERE IS A SLOPE STABILITY
f DEVELOPMENT, INC.\ �' PB 4141, PG 8 PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
1/2" ��_�� \ �� 5 ^� DB 1327, PG 939 HERB / \
ERB N/F �_--/ PB 4145, PG 6 �l v 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
o�
\ \ GRACELAND N/F —.Or — oz
^ SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED \ �. � �
BY SILT FENCE.
DEVELOPMENT, INC. GRACELAND 1/2 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
DB 1327, PG 939 f'�r ERB> 1/2,
DEVELOPMENT, INC. "
Y, PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
PB 4145, PG 6 DB 1327, PG 939 ERB
""�'""" IN PROGRESS.
PB 4145, PG 6 ao' �F 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
I /
\ ERB, " yp 1". 3Q„ ,
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
■ TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
� � '� � � , , OS 3 HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
I#
L DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
\ ,..
/ 67 68 69 4 P ',? 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
n SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
1/2',•, „ TO IMPLEMENTATION OF THE CHANGE.
■ ER
�„.* � �� � � / � •,y �� 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREENS75
O TEMPORARY EROSION CONTROL BLANKET OR EQUAL
•P ^' k
■ .� 66 / UOC hOC L, SUBSTITUTE.
■ 2' 1/2"' 18 ��-I�� 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
HERB ERB '� �77 �" 70 THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
14. ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE
-..
NOTED.
'" f J
ROAD C 18 ��9 I 15. DRAINAGE SYSTEMS AND ASSOCIATED EASEMENTS OUTSIDE
/� / ( U %, 1�8 OF NCDOT R/W TO BE MAINTAINED BY HOA.
50' R/W P BLIC)
I
O O / �� L ❑
CV ^°' f o CONSTRUCTION SEQUENCE
■; i
■ p
64 63 62 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
O O
O O
HOLD PRE CONSTRUCTION CONFERENCE.
O
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY
SILT FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
— n 13. CONSTRUCTION TEMPORARY SKIMMER & SEDIMENT BASINS.
— J
4. CLEAR AND GRUB THE SITE AS NEEDED.
179 `b ' 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
N I
r 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
c� I O 73 7. INSTALL UTILITIES.
0, n 8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
- I� 9. PERFORM FINE GRADING.
I U 10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
J 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
IiC11 74 13 UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
h 58 U 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
�" - - Z ��� of o AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
�, . .
W o ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
o 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
�� � I STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
180,- 78 p, ; " U'••w..... 75 BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
f
If
d
SAILFISH PLACE 8¢ A f,� o °O TERMINATION (NOT). THE NOT IS AVAILABLE AT:
--177� 175 -.. ;, o°• l' 50 R/W (PUBLIC) �' HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
",..:..,"179
�� PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
V a4� MUST BE UPLOADED AS PAT OF COMPLETING THE NOTICE
( ,R
CQ� ' I OF TERMINATION PROCESS.
1
w O
r' J
76
/ N 442,326.554
f
r e.
E 1,974,539.510
d6 U NC GRID NAD 83
T
D
_j (2011)
'
co)L), 1 _ o 56 55 oO
l Q) fig■■�■■�■■�■■�
I
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183 _ 182
^� I
00
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185 184� 18 182
art-
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ERe `� 23 24 � ..,,. ..,. 45 � � � 48 ' 47 46 � 81
aee.
GROUND STABILIZATION CHART . ; o
J
` J
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)
'8�
22
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001.E
180.06
, ,
gy ,� „, ,,
R
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a
.: 60' PUBLIC R/W
..................
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you
ERB
TBM I INV EIP
4D DISK #1 179.52
N 441,505.605
E 1,975,913.607 ■
ELEV 187.80 ❑ ■ ❑
NC GRID NAD 83 I
(2011) GRAPHIC SCALE
NAVD 88
■ 100 0 50 100 200
■
I ( IN FEET )
■
■ 1 inch = 100 ft.
I
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
400
11
IIII
■
SolutuonS
ciD s im t e
vil 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
SEA
0274
111111111►
REVISIONS
PROJECT NAME
GRACELAND
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CHRIS PARKER
PO Box 531
Parkton, North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1656
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
SEPTEMBER 30, 2021
SHEET NUMBER
C-3mO

N/F
BOBBY L. McDOWELL
DB 122, PG 358
1)
O
DIVERSION BERM
TO BE SEEDED
WITHIN 7 DAYS (TYP)
)C Lt3C LOE
DI�F DI�F D
1
1
�1
�1
r 1
1
l;.
TEMPORARY SKIMMER BASIN #3I 1
L=70', W=30', D=3' 1
SIDE SLOPES= 2:1
TOP OF BASIN: 174.50' D
BOTTOM OF BASIN: 171.50' n
10' EMERGENCY SPILLWAY: 173.50' _
INVERT OF SKIMMER: 171.50'
SIDE SLOPES OF BASIN ARE TO z
BE SEEDED WITHIN SEVEN DAYS. m
**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) 1
WITH 1.0" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION. I cn
m
"-�
RIP RAP cy�
' L=10' W=5'/10' I
Dw--8" DMNr-12"
fm
CLASS B 18" THICK
�DlDlv- Dlv" fll DI
F " LeefSF
oC
r
186.07 186 �5.44 lg lg 180 17g"?
s 4 2s.00 LF 0.50% 18' RCP 182 EMILY LANE 181 N
50' R/W (PUBLIC) 26.00 LF @ 0.50% 18" RCP RIP RAP DISSIPATER
185.66 185.44 184.42 179.45 178.98 ��..
L=9' W=4.5'/10.5'
184.54 179.22
HP CI-47 CI-58 HP Dw=8" DrA:=12'
,
CLASS B 18" THICK
�� OQ� �♦ o
184.44 /� 001.-. �� ` Z.-..�01.-..�Ol.�.00�..-.0(..-..1.. 291"-"" ^OR-0 ��- 1179�01 �7" 1
���- .. -QOL .. aQ1-.. - ..�.. - .. a01.. - .. O. �'1 -00� - .00� - :� .. �) CI 70P. 100.00 LF @ 0.50% 18" RCP FES 72�
' l 184.44
185.92 �� o" (DOUBLE)
.
e 10' UTILITY
00 20' DRAINAGE EASEMENT 0
N/F J 187.81 ^ / EASEMENT 00 A 26.00 LF @ 0.50% 18" RCP � -mo
b M V o D i r IA14 �� �S - --
DAVID MICHAEL THOMPSON &WIFE I. c� c� s
ROBBIE FUMAROLA HP / / I �r I I o o) I I o o) DI o I 3 001 001 p01 001 - DITCH FO
DB 252, PG 135 / I ) c> J I TO BE REINFORCED
'''. LU I o WITH NAG S75 MATTIN
I J J m LU U Tl 10' UTILITY rJ IMMEDIATELY UPON CONSTRUC'
I D �J o 0
0` I I of I o m I m cl EASEMENT O STAPLE PATTERN D
J / J L� O O
i I cn o- I I c� d- �I I N a
,ram O o�Wo. o m 0
CJ I J ) (jam J I Z �r
r, SF ,,,. � J 0 �o . 0 I o
p l- p" (U FES-48 z J o
J z I ,� 29 I y�r 30 31 0 32 33 I <
w� 10' UTILITY I" 28 O cal O O FES-59 0 O c� Q
EASEMENT ! W I m n 'r% n O 1 V
�� QZ RIP RAP DISSIPATER %����,; �" �, o : 0 1
Uj Z - L=9' W=4.5'/10.5' W RIP RAP DISSIPATER , RAP DISSIPATER Iv>n TEMPORARY SEDIMENT BASIN #4
I o
c� r- "' LU � I I L m I L=9' W=4.5' 10.5' I 2 _9' W=4.5' 10.5' I 07 L=205' W=50' D=4.5'
o '�' o CI Y CI-44 �� Dw=8" DMA,�12 I I / c� �RLI� / - _ 1
J Ql0 J I CLASS B 18" THICK c m Dw=8" DNA,�12" o r Dw=8" DMA1=12" SIDE SLOPES= 2:1
1ERB Q 16 V �✓ FES-52 �00 -zi" CCLASS B 18" THICK J (CLASS B 18" THICK o TOP OF BASIN: 179.00'
�.
�. 26.00 LF @ 0.50% 18" RCP ;, DITCH #110r BOTTOM OF BASIN: 174.50'
I 0 26.00 LF @ 0.50% 18" RCP TO BE SEEDED o DITCH #12 15' EMERGENCY SPILLWAY: 173.50'
c� o r 'u a I I I
o cv o DITCH #18 WITHIN 7 DAYS I TO BE SEEDED I I v_ . TOP OF RISER: 177.50
I0 CHECK DAM
-� � � `- TO BE SEEDED ��� � WITHIN 7 DAYS � o. � I '� INVERT OF SKIMMER: 174.50' '
WITH WEIR WITHIN 7 DAYS of J on o ��`" SIDE SLOPES OF BASIN ARE TO
TYP J o
I " II r BE SEEDED WITHIN SEVEN DAYS.
N "AT
TACH ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) 1
0Ij I I o WITH 1.8" ORIFICE FOR DEWATERING THE11
0 ' L 0 I DITCH 13 <
J C) l ter` i nr v am # I I o SEDIMENT BASIN DURING CONSTRUCTION.
LOC Lp�20' DRAINAGE EASEMENTo o TO BE REINFORCED c�
185RA RIP RAP DISSIPATER I WITH NAG S75 MATTING I I DITCH #14
L=9' W=4.5'/10.5' �C LOC T, LaC, LOC LOC LOC J LOC LO STAPLE PATTERN D USE NC TO BE REINFORCED
., LOC L LOC LOC LOC
182 I 81 LOC LOC LO
18a L 1 _ HW 838.01
Dw=8 DMAx-12 1so WITH NAG S75 MATTING
♦ CLASS B 18 THICK ,:.
30 DRAINAGE EASEMENT 1so
I
17 STAPLE PATTERN D
1 1 177 176
17 0.
LEGEND. LF INV. 174.50;, 30 RAINAGE E
637 RCP PO 75 i
Ecl� ECM -EXISTING CONCRETE MONUMENT MATCH LINE - SEE SHEET C-3.3 `
0EIP-EXISTING IRON PIPE
EIP ......",,�
EIR Oa EIR-EXISTING IRON ROD *ALL STORM PIPE TO BE CLASS III
RCP UNLESS OTHERWISE NOTED.
ERBO ERB-EXISTING REBAR
c COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- oPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
SETBACK LINE
So STORM DRAINAGE tick,
w WATER LINE �
TREE LINE 9p,
210MAJOR CONTOUR ��20
207 MINOR CONTOUR �J
O ,
x 208.47' SPOT ELEVATION �
BENCHMARK _
0 SIGN � �
sic"
77
M� MAILBOX CO
❑T TELEPHONE PEDESTAL S
C3.2 )
FIRE HYDRANT No,L�O
GRAPHIC SCALE
ASPHALT 40 0 20 40 80
WETLANDS
%, Know what's below.
SURFACE WATER
0
C3.3 �m��� Call before you dig.
C3.4
)
- LOC- LOC- LIMITS OF CONSTRUCTION ( IN FEET
1 inch = 40 ft.
- SF - SF ILFENCELIN
-.N -.N -JUTE NETTING SHEET KEY
- Dlv - Dry - DIVERSION BERM
0INLET PROTECTION
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
160
11
iiii
solutions
D Is im t e
e�ivil 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
IIOAR9 �%
Q'.• ss •. 1.
• 4� SEA
• 0274
//'0 1 1111g���```
REVISIONS
PROJECT NAME
GRACELAND
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CHRIS PARKER
PO Box 531
Parkton North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1656
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
SEPTEMBER 30, 2021
SHEET NUMBER

O
` 1 2 TEMPORARY SKIMMER BASIN �� ^
r
a�Re� RIP RA3 DISSIP3ATER
SIDE SLOPES- 2.1
-° TOP OF BASIN: 175.00' - _
/
/�, p 8" Drex=12"
�;r- ` BOTTOM OF BASIN: 172.00' so=
- 10' EMERGENCY SPILLWAY: 174.00' sr CLASS B 18" THICK
INVERT OF SKIMMER: 172.00' OOl" 00,1
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
.00
//
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) 0
J a
�5° WITH 1.1" ORIFICE FOR DEWATERING THE
/ \ j /' SEDIMENT BASIN DURING CONSTRUCTION. n
rA,/
"c % h ci)
,, yp DITCH #6
\ / TO BE REINFORCED ,/
,,r' WITH NAG S75 MATTING ^,r ^"
1 /2,
r% IMMEDIATELY UPON CONSTRUCTIONER
STAPLE PATTERN D �
RIP RAP DISSIPATER/
L=9' W=4.5/10.5' RA RIP
12Dso=8Dreg
?L=10 W=5 10'
/f/f/ CLASS B 18" THICK Dso=8" Dr 12'
SF
SF-7
\
cn
SILT FENCE
' OUTLET (TYP) -n
RIP RAP DISSIPATER
r
L=3' W=1 /3'
STOCKPILE
Dso=8" D-12" In
AREA `
CLASS B 18" THICK _n
rn
�C
TEMPORARY SKIMMER BASIN #1 -
L=100', W=50', D=3' ^�
SIDE SLOPES= 2:1
l SILT FENCE C 8' CK ^`O TOP OF BASIN: 173.00
(TYP) o�J , g r TH G,�
�' LASS I
66 LIMITS OF CONSTRUCTION -' FES 21 3P VO 10' EMERGENBOTTOM CCY SPILLWAY: 01072.00'
,' DIVERSION BERM 20' DRAINAGE - C�
15.2 AC 0 INVERT OF SKIMMER: 170.00'
�' ( ) � TO BE SEEDED EASEMENT , a � , � L
3 WITHIN 7 DAYS (TYP) SIDE SLOPES OF BASIN ARE TO
1 Re �J BE SEEDED WITHIN SEVEN DAYS.
' ��ao O� INLET � o "ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
a 1 /2" 177
i ""° WITH 1.0" ORIFICE FOR DEWATERING THE
ERe PROTECT ��ION CONSTRUCTION.
_ O J
� � \ SEDIMENT BASIN DURING CONS
cj
0 0�7 DI11'D DIV �� 177.28 DITCH #22
180.07 - - - r - a „ - �� TO BE REINFORCED ..
�,,, 26.00 LF @ 0.54% 18" RCP 177.82 WITH NAG S75 MATTING
HP "" IMMEDIATELY UPON CONSTRUCTION ,
7 7�9 177.71 I„ STAPLE PATTERN D
/r,� a 179.89 � ROAD C �...
k �8r �80 >>8 CI-19 . °
1.2/ .
HP8� 177.71<
L,... ...
] �
CI-18
' 180.07 (DOUBLI
p„ 17 00 LF C� 5.44% 15 RCP
• �n
DI-17
LOC LO JC LOC 4l(DOUBLE)
" NAG S75
MATTING
TTI N
t, 30' VEGET/ATED) 1 a`
BUFFER OC'�_
v
' I
0
I /
I
�I Co
O
rl
U LOC ,
/ RIP RAP DISSIPATER
SF L= 3, W=1 3
l � I I
LLJ D-8" p-12"
z ^ CLASS „B 18" THICK" O
Ou t
LLJ
LLJ
DITCH #23 0 0
�.,,,.,. TO BE REINFORCED � "
`6.
w
WITH NAG S75 MATTING D
IMMEDIATELY UPON CONSTRUCTION D
z �� `b ✓ STAPLE PATTERN D "M
J
Z D
r
CHECK DAM
! Jp� � NTH WEIR '''
j� (TYP Lz
a� o
fi
6% DITCH #5
' �,.�' TO BE REINFORCED
�0 ' J©� NTH NAG S75 MATTING
V `IMMEDIATELY UPON CONSTRUCTION o"
STAPLE PATTERN D r
ION .,� ,,,-'� G d ' �+ O �" ".,. "
�0 0 ��' RIP RAP DISSIPATER
N
\L=7.5' W=3.75' 8.8'
�� '�� / RIP RAP DISSIPATER
I
G Dso= .. Dre>r12' L=9' W=4.5' 10.5'
8
o O CLASS B 18" THICK /
�. P
�8� , , ", Dso=8" Dr12"
M a, CLASS B 18" THICK n
25 LF RIP JIj FES-15 ` I
RAP D -10"
TO BE INSTALLED
'IMMEDIATELY UPON SS \�� �A9� 00 a ti
CONSTRUCTION 2 - Of
v
58 0 9c .
4Q
1
DITCH #16 ..... �....
..�
..�... - � � � 'Lj.. �� �
TO BE REINFORCED
ems•.
pV � TH NAG S75 MATTING , � WI�.
24" RCP ��" IMMEDIATELY UPON CONSTRUCTION \.' ♦ oo )j
a"
J
0]
o�
J
L
LL
Z
aLO
I
I
I
I
I
I
� E-2
O
of
0
J
r
U
0
0
I J
72
' U
U
J
DITI H #21
TO BE SEEDED
WITHIN 7 DAYS
L
O
J
0 73
J
U
O
J
0
O
5 X5' CONCRETE
SPLASH PAD
0
74
10' UTILITY
EASEMENT
O
' J
J /r
M I
p STAPLE PATTERN D
C� 1.5% MIN " "� n �, i..� t� �� OOT.O� .. — .. 0 0 183.37 I J l
/ �CI-27 183.10 is
�S �S �S
i
< / LP `
� 183.52
RIP RAP DISSIPATER KI 0 75
L=16' W=6'/18' �:;, I� �. �84 �184.05 184 ICI-14 183.75 - - - - p= -•• I .,.,,.I I 1
10' UTILITY
EASEMENT
a
0
-6QC
LOX �C /
U
0
J
U
� O
Co
0
J
I
L
MATCH LINE — SEE SHEET C-3.4
N 442,326.554
E 1,974,539.510
1'- NC GRID NAD 83
*ALL STORM PIPE TO BE CLASS III
RCP UNLESS OTHERWISE NOTED.
tic's
Rips...
ya
8
3�2o,J
LEGEND:
ECMZ ECM -EXISTING CONCRETE MONUMENT
EIP (0 EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— OPT — — —OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
So STORM DRAINAGE
w WATER LINE
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
IsEl SIGN
MAILBOX
❑T TELEPHONE PEDESTAL
AFIRE HYDRANT
ASPHALT
0 WETLANDS
SURFACE WATER
— Loc— Loc— LIMITS OF CONSTRUCTION
— sF — sF —SILT FENCE LINE
— JN — JN —JUTE NETTING
— Dlv — Dry — DIVERSION BERM
0INLET PROTECTION
SHEET KEY
Know what's below.
Call before you dig.
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
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
41111DSUN I'
I
sol
utions
e�ivil 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
IIOAR9
310�•;`9�
SEA
0274
••......•
0�-30-2/
REVISIONS
PROJECT NAME
GRACELAND
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CHRIS PARKER
PO Box 531
Parkton, North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1656
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
SEPTEMBER 30, 2021
SHEET NUMBER
C-302

O DITCH #1 DI-39
o HOC= LOC" 1 co"', f-%3s.s7 LOCH 2.26 'L b' RCP LO C
r TO BE SEEDED
I WITHIN 7 DAYS • �I-3s MATCH LINE — SEE SHEET C-3.1
c� (DOUBLE)
l I l ri_d� FES-43: 78
11
iiii
D s im t e
e iviso. gnI 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
IICAR9 �%
• 4� SEA
• 0274
REVISIONS
PROJECT NAME
GRACELAND
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CHRIS PARKER
PO Box 531
Parkton, North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1656
IMR/0111908 I I I I I I11111Ilmllllllllllllllllllllllll
DRAWING SCALE
HORIZONTAL: 1 "=40'
11I1I1IIIIIIIIIIIIIIIIIIIIIIIII
DATE RELEASED
SEPTEMBER 30, 2021
11I1I1IIIIIIIIIIIIIIIIIIIIIIIII
SHEET NUMBER
C-3m3

MATCH LINE — SEE SHEET C-3.2
iiii■ iiii■ ■�� iiii■ i■).
o
IIPY
� s
RIP RAP DISSIPATER
TEMPORARY SKIMMER BASIN #2
L=3' W=1 /3' L=70'. W=30', D=3'
D� 8" D�� 12" SIDE SLOPES= 2:1
� 0 TOP OF BASIN: 1 4 50'
i CLASS B 18 THICK 8
(� ;J� BOTTOM OF BASIN: 181.50'
Cn n 10' EMERGENCY SPILLWAY: 183.50'
DITCH F15 INVERT OF SKIMMER: 181,50'
TO BE REIN
ORCED SIDE SLOPES OF BASIN ARE TO
WITH NAG S75 MATTING C l ;�, a) BE SEEDED WITHIN SEVEN DAYS,
STAPLE PATTERN D " 06 **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
U)�
WITH 0.8" ORIFICE FOR DEWATERING THE
r '�) SEDIMENT BASIN DURING CONSTRI lcTlnry
o11 �
°' RIP RAP DISSIPATER
L=9' W=4.5'/10.5'
NDITCH #4
' Dw=8" DwAx=12"
i
7a.,, `�• TO BE REINFORCED„CLASS B 18" THICK
�? WITH NAG S75 MATTING 8Q
IMMEDIATELY UPON CONSTRUCTION
'N STAPLE PATTERN D� ,
FES-25" O�
1f lig.
DIVERSION BERI
i"
50 o� oo TO BE SEEDEI
i
9`SF,'WITHIN 7 DAYS (TYP
OS �........ �® �To
o
59
IrIQ
o�,�
i
CI-24
DOUBLE 186.43
LP
r fw
,b11.86.76
olINLET
PROTECTION,.
L
(TYP)
10
or
10' UTILITY
EASEMENT
LLJ N/F Al
z ELAND DEVELOPMENT, INC." �� �, 49 LIMITS OF CONSTRUCTION
U 1 DB 1327, PG 939 (15.2 AC)
PB 4141, PG 8 %. L
'
w 30' VEGETATED -
Un J
r � BUFFER��
1
1
i
y
� r
1 a
f r �
u
o%
1
a'
i
INV .,
,. '
r
y
180.06
u
b I
I
�I I
52 53 �
O 1
. II
F'
�I
r
�I
�J
SILT FENCE
(TYP)
A .
�_..�Q—.. ...—. — —
a\ l� AIa Al A10� 0 A10
CCAYDEN PLACE / �9
50' R/W (PUBLIC)
vim..—..LaC
G�
r
0
t7
10'X70' SIGHT
TRAINGLE
INV 190 95
192
� 192
inn— '_._ _-_ ✓1
HP
a"
J
m
0 �
J
W �
L
z Of
W p
aLn
TAT
T�
' U
0 ,..
J DITCH #20
TO BE REINFORCED
WITH NAG S75 MATTING
STAPLE PATTERN D
0
J
5'X5' CONCRETE
SPLASH PAD
�. 11
0 '
J
I
o
I
I Q
I U
N
o l ASS
OO�IV RCP'LOC
,
M
1/2"
EIP
N /F
DANIELS. SNAVE & WIFE,
ELIZABETH A. SNAVE
DB 993, PG 691
INV _ ---�- 5/8"
179.52 _ �_ _ - — - ERB
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � 1
1.
EIP
1
1
1 *ALL STORM PIPE TO BE CLASS III
1 RCP UNLESS OTHERWISE NOTED.
1
1
I
LEGEND:
ECMZ ECM -EXISTING CONCRETE MONUMENT 210 MAJOR CONTOUR
EIP O EIP-EXISTING IRON PIPE 207 MINOR CONTOUR
EIR Oa EIR-EXISTING IRON ROD x 208.47' SPOT ELEVATION cQip
ERGO ERB-EXISTING REBAR BENCHMARK
a COMPUTED POINT SIGN SIGN 3(10
N/F - NOW OR FORMERLY M� MAILBOX �� ,� •
R/W - RIGHT OF WAY ❑T TELEPHONE PEDESTAL
PROPERTY LINE AFIRE HYDRANT, Cl) C3'1 C3.2
—oPL— — —OLD PROPERTY LINE ASPHALT m © GRAPHIC SCALE
ADJACENT PROPERTY LINE 0 WETLANDS CO
- - RIGHT-OF-WAY A0 ao 0 20 ao ao 160
� SURFACE WATER SN01 1-C3.3
- -SETBACK LINE—Loc—Loc— LIMITS OF CONSTRUCTION �'��KnOW what's beI0V1/.
SD STORM DRAINAGE —sr —5F —SILT FENCE LINE Call before OU CiI ( IN FEET )
Y 9
w WATER LINE — aN — dN —JUTE NETTING =
TREE LINE — ow — ow — DIVERSION BERM 1 inch 40 ft.
0INLET PROTECTION SHEET KEY
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
11
IIII
solutions
D Is im t e
e ivil 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
GRACELAND
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
CHRIS PARKER
PO Box 531
Parkton, North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1656
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
SEPTEMBER 30, 2021
SHEET NUMBER
C-304