SW6170301 (4)

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SITE41
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SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
\
\
NORTH
VICINITY MAP
NOT TO SCALE
Know what's below.
Call before you dig.
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]
JAMES PLACE SUBDIVISION
SITE DEVELOPMENT PLANS
GRAYS CREEK TOWNSHIP
GRAYS CREEK, NORTH CAROLINA, -''"'
CUMBERLAND COUNTY�,r",;<�
INDEX OF DRAWING..........S
...........
C1.0 - EXISTING CONDITIONS
C2.0 - SITE PLANpp......
C3.0 - GRADING AND EROSION CONTROL PLAN
C4.0 - 4.4 PROFILES
C5.0 - 5.1 -
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03-02-1�7 bs-bl-1-7
I
OWNER/DEVELOPER "".
JHS GRAYS CREEK PROPERTIES, LLC.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
910-483-3471
Contact: James Smith
email: [e-mail]
SURVEYOR
\I
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: [e-mail]
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
1 4Dsite
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
www.4Dsitesolutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
TAX I D# 0441-18-8740
0441-29-5123
0441-28-7514
ALDERMAN ROAD
GRAYS CREEK TOWNSHIP
GRAYS CREEK
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
JHS GRAYS CREEK
PROPERTIES, LLC.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MARCH 2, 2017

VICINITY MAP
NOT TO SCALE
LEGEND:
EGM,, ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
Els O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
- OPS - - -OLD PROPERTY LINE
- ADJACENT PROPERTY LINE
TIE LINE
- - RIGHT-OF-WAY
So STORM DRAINAGE
OVERHEAD UTILITY
- EDGE OF WATER
WETLANDS
- PERMANENT EASEMENT
X FENCE LINE
TREE LINE
160 MAJOR CONTOUR
153 MINOR CONTOUR
X 208.47' SPOT ELEVATION
BENCHMARK
scN SIGN
TANK TANK
AC HVAC UNIT
FEB] ELECTRICAL BOX
PP 0 UTILITY POLE
C• GUY WIRE
HARDWOOD TREE
GRAVEL
0 ASPHALT
CONCRETE
0 SOIL
WATER
0 WETLANDS
BUILDINGS
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99989097
LOCALIZATION POINT N: 419,794.066 E: 2,041,934.851
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
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
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
MAP# 3720044000J OF THE FLOOD INSURANCE RATE, DATED
JANUARY 5, 2007.
9. THE WETLANDS DELINEATION WAS PROVIDED BY:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NORTH CAROLINA 27615
PHONE: [phone]
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
I.
---------------------------------------
PROFESSI NAL 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 SHOWN. PAGE HEREON 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 2 DAY OF MARCH. 2017.
PROFESSI NAL LAND SURVEYOR - L-4571
TBM: 4D NAIL #1
N 419,794.066
E 2,041,934.851
ELEV 159.66
NC GRID NAD 83
(2011)
NAVD 88
r'1^�
N/F
LILLIAN M. WILSOI`
DB 5739, PG 33_`
PB 107, PG 74
S35.44'17"E
63.91'
5/8"
ERB
/
/ v
r 4 4�
N/F \m
FREDRICK C. GREEN, JR. & WIFE, 00
ALEXSONDRIA PENDERGRASS GREEN �A
DB 9988, PG 839 0D
PB 137, PG 161
--� SHED
r
\_ 5 -- ) N18.52'54"W Q
N/F 39.83'
JAMES H. SMITH, JR. & WIFE,
SANDRA A. SMITH
DB 4113, PG 892
JHS GRAYS CREEK PROPERTIES, LLC
DB 9802, PG 174
PB 137, PG 161
1"
ERB
z
J
0
ui
0
N
rri
N
.p
I
25"
CHERRY
1/2"
ERB
`X011111111/////'
``LCO
o
�� •(C` CARQ� // SHED
•••••SS ......
•• i
'•� �• f 3 1 ERB ERB
�Q <� i
• AL N19.17'S4"W z
_ /�
• < 457 DIAMOND BUILDERS 67.58'
;t� OF HOPE MILLS, INC. Ln
�i�s�: ••.•• S UP, ���� DB 9900, PG 562 ^?
Al PB 137, PG 161
1 /
b�'bl• 17 ��/ ERB
� Z
N/F J
0
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C> DIAMOND BUILDERS w
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY OF HOPE MILLS, INC.
DB 9917, PG 575 0 0
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVECODE PB 137, PG 161 m
21.56.1605
D MARCH, A D.,201
WITNESS
SEEAL THIS2 DAYFMA MY HAND AND r\ ERB
N/F
•VANDER BUILT 00
------------ ---- ---------------------
HOMES OF NC, LLC
PROFESSI NAL LAND SURVEYOR - L-4571 DB 9913, PG 823 3/4"
PB 137, PG 161 ERB
N73.35'32"E ""
77.63'
CONTROL CORNER
N 419,108.290 EXISTING
E 2,042,090.263 T -POST
NC GRID NAD 83
(2011)
" N47.08'30"E TXIPOST
52.40'
------- __ =�
`$1
-• h1 qg�
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS - 76
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY 160, 9
UNDER MY SUPERVISION. THIS GPS SURVEY WAS N/F yh
Qo
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH WILLIAM E. BROWN, JR. & WIFE, /
VRS FIELD PROCEDURES WERE USED. THE COORDINATES BRENDA M. BROWN
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT DB 8843, PG 797
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JANUARY 12, 2017 USING
TWO TRIMBLE 5700 RECEIVERS. - -
La"k, -"� * -----
PROFESSI NAL LAND SURVEYOR - L-4571
5/8"
ERB S62°26'58"W
47.97' TIE
2"
EIP
7
\
N/F /
SHONDELL ALONZO LLOYD & WIFE,
TASHA YVONNE LLOYD
DB 9972, PG 225
PB 138, PG 99
CONTROL CORNER
N 418,900.173
E 2,043,009.201
NC GRID NAD 83
(2011)
156 1/2
ERB -I
r 2
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
DB 6017, PG 461
PB 124, PG 42
r\ 2
N/F
C&W PROPERTIES
DB 8979, PG 41
PB 11, PG 42
1/2"
ECM EIP I
of 1
N/F
MARY RIDDLE MORGAN,
EDWARD BRITT RIDDLE, NIo I
JEFFERY BRUCE RIDDLE Irn, 1
& MICHAEL KEITH RIDDLE
rn m
TIMOTHY WILSON MOORE & WIFE, TRACT 2 1 I
TAMMY LYNN MOORE\DB 8317, PG 150 EI1
DB 9250, PG 210 �
� 1
V�` I
KISTING I
-POST
N/F I
HIRAM TOLAR HEIRS I
CEMETERY
DB 59, PG 12 I
J
JURISDICTIONAL /
WETLANDS
Ln /
rn
a?
L4
J
J
N
C
/AT THE BASE OF
A DISTURBED EIS
N/F 1
MARY RIDDLE MORGAN, 1Z c N
EDWARD BRITT RIDDLE, 1
JEFFERY BRUCE RIDDLE LA- � 1
& MICHAEL KEITH RIDDLE
TRACT 1
DB 8317, PG 150 �m m
cNr Icon p 1
CP
m
- N/F O
CP C E. W. TOLAR & WIFE,
KATIE STARLING TOLAR 1 1
DB 621, PG 291 1 1
PB 15, PG 42 3/4" EIP
I 03 CONTROL CORNER (PINCHED)
N 418,245.005 O 1
E 2,042,748.083 \
NC GRID NAD 83 4g
(2011) Z65'
16
3/4" EIP S�j►•1�
(PINCHED) 1
O FP I 1
\ I
Iblo
15N 1
1
^ 1o II 1
PP 11 1
+ '+ tti6
00'e
(.5 ,6
2
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
DB 6017, PG 461
PB 124, PG 42
NC
CRIB N
`9� 8
3 r�Oj�J
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4D site solutions.com
R /
AL
457
rs S U'VRk
/zliNI R .IgE``���
b��b2.�17
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
EXISTING
CONDITIONS
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE/AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1177
.,
N/F
ASBY HOLDINGS LLC
TOTAL AREA: (BY COORDINATE COMPUTATION)
DB 9571, PG 355
2,090,277 SF (47.99 AC)
PB 138, PG 99
-
-
5/8„
PIN NO: 0441-18-8740 -
-�-�
ERB
0441-29-5123r
1
\�-
f z
W J
0441-28-7514
20 ' ACCESS EASEMENT
N/F
PB 138, PG 99
ASBY HOLDINGS LLC
Ni
ZONING:
DB 9571, PG 355
PB 138, PG 99
r`'
Al R40
2"RB
-)-
_5/8
-50'
FRONT 30' FRONT
-1/
" '�
E 370.99'
ERB
20' SIDE 15' SIDE
153
S20'05'04-'
50' REAR 35' REAR -
- _
N/F
SOURCE OF TITLE
LONNIE B. SIMMONS & WIFE,
DB 9802, PG 174
SHIRLEY IVEY SIMMONS
CUMBERLAND COUNTY
DB 4691, PG 303
REGISTER OF DEEDS
z
-
.Jo
156
REFERENCES:
N/F
OD
DB 59, PG 12
ROBERT C. NORRIS, JR. & WIFE,
DB 621, PG 291
JOYCE RENEE NORRIS
\�
rri
DB 3540, PG 533
DB 5014, PG 767
N
N56
DB 4113, PG 892
rn
DB 4691, PG 303 -
DB 5014, PG 767
DB 5739, PG 335
DB 6017, PG 461
N/F
DB 8317, PG 150
STEWART EUGENE SIMMONS
DB 8843, PG 797
DB 3540, PG 533
X56
DB 8859, PG 24
DB 8979, PG 41
DB 9250, PG 210 -
- O
DB 9571, PG 355
1" EIP
DB 9802, PG 174
(PINCHED)
157
DB 9900, PG 562
z
N/F
DB 9913, PG 823
Jo
JHS GRAYS
DB 9917, PG 575
PROPERTIES
DB 9972, PG 225N/F
TRACT
DB 9988, PG 839
RICHARD J. SMALL & WIFE,
DB 9802, P,
PB 11, PG 42
JESSICA W. SMALL
��
PB 15, PG
PB 15, PG 42N
DB 8859, PG 24
srn
0441-29-1
PB 107, PG 74
PB 124, PG
P6 137, PG 161
16
/o
^'
PB 138, PG 99
TBM: 4D NAIL #1
N 419,794.066
E 2,041,934.851
ELEV 159.66
NC GRID NAD 83
(2011)
NAVD 88
r'1^�
N/F
LILLIAN M. WILSOI`
DB 5739, PG 33_`
PB 107, PG 74
S35.44'17"E
63.91'
5/8"
ERB
/
/ v
r 4 4�
N/F \m
FREDRICK C. GREEN, JR. & WIFE, 00
ALEXSONDRIA PENDERGRASS GREEN �A
DB 9988, PG 839 0D
PB 137, PG 161
--� SHED
r
\_ 5 -- ) N18.52'54"W Q
N/F 39.83'
JAMES H. SMITH, JR. & WIFE,
SANDRA A. SMITH
DB 4113, PG 892
JHS GRAYS CREEK PROPERTIES, LLC
DB 9802, PG 174
PB 137, PG 161
1"
ERB
z
J
0
ui
0
N
rri
N
.p
I
25"
CHERRY
1/2"
ERB
`X011111111/////'
``LCO
o
�� •(C` CARQ� // SHED
•••••SS ......
•• i
'•� �• f 3 1 ERB ERB
�Q <� i
• AL N19.17'S4"W z
_ /�
• < 457 DIAMOND BUILDERS 67.58'
;t� OF HOPE MILLS, INC. Ln
�i�s�: ••.•• S UP, ���� DB 9900, PG 562 ^?
Al PB 137, PG 161
1 /
b�'bl• 17 ��/ ERB
� Z
N/F J
0
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C> DIAMOND BUILDERS w
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY OF HOPE MILLS, INC.
DB 9917, PG 575 0 0
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVECODE PB 137, PG 161 m
21.56.1605
D MARCH, A D.,201
WITNESS
SEEAL THIS2 DAYFMA MY HAND AND r\ ERB
N/F
•VANDER BUILT 00
------------ ---- ---------------------
HOMES OF NC, LLC
PROFESSI NAL LAND SURVEYOR - L-4571 DB 9913, PG 823 3/4"
PB 137, PG 161 ERB
N73.35'32"E ""
77.63'
CONTROL CORNER
N 419,108.290 EXISTING
E 2,042,090.263 T -POST
NC GRID NAD 83
(2011)
" N47.08'30"E TXIPOST
52.40'
------- __ =�
`$1
-• h1 qg�
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS - 76
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY 160, 9
UNDER MY SUPERVISION. THIS GPS SURVEY WAS N/F yh
Qo
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH WILLIAM E. BROWN, JR. & WIFE, /
VRS FIELD PROCEDURES WERE USED. THE COORDINATES BRENDA M. BROWN
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT DB 8843, PG 797
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JANUARY 12, 2017 USING
TWO TRIMBLE 5700 RECEIVERS. - -
La"k, -"� * -----
PROFESSI NAL LAND SURVEYOR - L-4571
5/8"
ERB S62°26'58"W
47.97' TIE
2"
EIP
7
\
N/F /
SHONDELL ALONZO LLOYD & WIFE,
TASHA YVONNE LLOYD
DB 9972, PG 225
PB 138, PG 99
CONTROL CORNER
N 418,900.173
E 2,043,009.201
NC GRID NAD 83
(2011)
156 1/2
ERB -I
r 2
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
DB 6017, PG 461
PB 124, PG 42
r\ 2
N/F
C&W PROPERTIES
DB 8979, PG 41
PB 11, PG 42
1/2"
ECM EIP I
of 1
N/F
MARY RIDDLE MORGAN,
EDWARD BRITT RIDDLE, NIo I
JEFFERY BRUCE RIDDLE Irn, 1
& MICHAEL KEITH RIDDLE
rn m
TIMOTHY WILSON MOORE & WIFE, TRACT 2 1 I
TAMMY LYNN MOORE\DB 8317, PG 150 EI1
DB 9250, PG 210 �
� 1
V�` I
KISTING I
-POST
N/F I
HIRAM TOLAR HEIRS I
CEMETERY
DB 59, PG 12 I
J
JURISDICTIONAL /
WETLANDS
Ln /
rn
a?
L4
J
J
N
C
/AT THE BASE OF
A DISTURBED EIS
N/F 1
MARY RIDDLE MORGAN, 1Z c N
EDWARD BRITT RIDDLE, 1
JEFFERY BRUCE RIDDLE LA- � 1
& MICHAEL KEITH RIDDLE
TRACT 1
DB 8317, PG 150 �m m
cNr Icon p 1
CP
m
- N/F O
CP C E. W. TOLAR & WIFE,
KATIE STARLING TOLAR 1 1
DB 621, PG 291 1 1
PB 15, PG 42 3/4" EIP
I 03 CONTROL CORNER (PINCHED)
N 418,245.005 O 1
E 2,042,748.083 \
NC GRID NAD 83 4g
(2011) Z65'
16
3/4" EIP S�j►•1�
(PINCHED) 1
O FP I 1
\ I
Iblo
15N 1
1
^ 1o II 1
PP 11 1
+ '+ tti6
00'e
(.5 ,6
2
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
DB 6017, PG 461
PB 124, PG 42
NC
CRIB N
`9� 8
3 r�Oj�J
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4D site solutions.com
R /
AL
457
rs S U'VRk
/zliNI R .IgE``���
b��b2.�17
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
EXISTING
CONDITIONS
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE/AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1"=100'
DATE SURVEYED
JANUARY 25, 2017
SHEET NUMBER
C-1.0

VICINITY MAP
NOT TO SCALE
LEGEND:
ECMO, ECM -EXISTING CONCRETE MONUMENT
EIP 0 EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
Els O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
- OPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
SD STORM DRAINAGE
OVERHEAD UTILITY
- EDGE OF WATER
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
s, SIGN
TANK TANK
FAcl HVAC UNIT
FEB] ELECTRICAL BOX
PPO UTILITY POLE
C• GUY WIRE
HARDWOOD TREE
0 GRAVEL
CONCRETE
0 SOIL
0 BUILDINGS
0 WATER
2
N/F
ASBY HOLDINGS LLC
DB 9571, PG 355
PB 138, PG 99
r 1 �
ERB
(' 7 �1
N/F
SHONDELL ALONZO LLOYD & WIFE,
TASHA YVONNE LLOYD
DB 9972, PG 225
PB 138, PG 99
N/F 20' ACCESS EASEMENT
ASBY HOLDINGS LLC PB 138, PG 99
DB 9571, PG 355
PB 138, PG99
1/2"
_5/8„
ERB S19°42'54"E 389.51' TOTAL
-ERB-
S20'05'04"E 370.99' TOTAL
110.00' 260.99' 75.00' 314.51'
_
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY
THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE
INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL
BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
36.69
25.00
N79°16'46"W
33.48
C2
135.42
255.00
N52'27'05"W
133.83
C3
91.30
475.00
N62'09'31 "W
91.16
C4
44.87
25.00
N05'13'57"W
39.09
C5
30.77
25.00
N81°27'06"E
28.87
C6
61.55
50.00
N81'27'06"E
57.74
C7
53.54
50.00
N15°30'35"E
51.02
C8
56.58
50.00
N47'35'11"W
53.61
C9
46.96
50.00
N73'05'29"E
45.25
C10
39.27
25.00
N88°48'46"W
35.36
C11
39.27
25.00
N01*11'14"E
35.36
C12
30.77
25.00
N81'27'06"E
28.87
C13
90.73
50.00
N64'44'01 "E
78.78
C14
65.85
50.00
N24°58'42"W
61.19
C15
40.57
50.00
S85°57'13"E
39.47
C16
21.48
50.00
N58°29'38"E
21.31
C17
39.27
25.00
N88°48'46"W
35.36
C18
170.91
500.00
N53°36'18"W
170.08
C19
142.49
500.00
N71'33'43"W
142.01
C20
213.84
500.00
S88°01'18"W
212.21
C21
4.42
50.00
S73°14'09"W
4.42
r 2
N/F
C&W PROPERTIES
DB 8979, PG 41
PB 11, PG 42
CONTROL CORNER
N 418,900.173
E 2,043,009.201
NC GRID NAD 83
(2011)
---1 /2,.
ERB -I
J
I --
1/2"
ECM EIP I
of 1
N/F 1 1
MARY RIDDLE MORGAN,
N/F - _ - - - - - - --/ /- - - - - - 0 EDWARD BRITT RIDDLE, 1 I
LONNIE B. SIMMONS & WIFE, - �� JEFFERY BRUCE RIDDLE
SHIRLEY IVEY SIMMONS !v 20' DRAINAGE o ` &MICHAEL KEITH RIDDLE 1 1
z \ �. %� / EASEMENT J o N/F TRACT 2 1 1
DB 4691, PG 303 v �'�, 13 h i� o TIMOTHY WILSON MOORE & WIFE, 1/2"
o > p / rn DB 8317, PG 150
41 N �RJ ^ h' 12 / / TAMMY LYNN 1 01() \ EIR o
o DB 9250 PG 210 �
00 = 34,455 OF / / 3 ,
0 0 0.79 AC 56,888 SF / / o 1
LO
ROBERT C. NORR S, JR. & WIFE, m o 14 \ \\ / - \/ 1.31 AC N
JOYCE RENEE NORRIS rn 43,455 SF \/ / �$ ' '� N/F 1 1
DB 5014, PG 767 C14 S�� 0$ N
1.00 AC ' _ f \ S20°42'41"E 476.61' TOTAL MARY RIDDLE MORGAN, 1 0_ N
� I / / 218.00' EDWARD BRITT RIDDLE, 6' 1
/ h / / J 258.61' JEFFERY BRUCE RIDDLE 1 1
_N19'11'59"W- - / R3 1 1 / / 11 / co - - - - - - - - --1 rF - - - - - - N & MICHATRACTEL ITH RIDDLE 1
/ D _ _ O S Iw I/ /
STEWART EUGENE SIMMONS r- 260.96' -I R3 48,481 SF / / h`b w o DB 8317, PG 150 03
DB 3540, PG 533 co S 1.11 AC j / / 00 LA. 1 n ;
(0 01
un
5b"5 6'IN \ °p m 1
NN N \ \ 40,713 SF ^ 40,940 SF �' N/F 1 n O
1" EIP 00 ^7 \ I Z
40,207 SF \ NO 0.93 AC 0.94 AC E. W. TOLAR & WIFE, 1
(PINCHEZ W / / $ \ 9°
0.92 AC 6' s9' I I E / o KATIE STARLING TOLAR ! 1
/ / / /\ \\ \moi,' \ / i /26� R3 F J L \ �$ �6 / �' DB 621, PG 291 r
41 - 9' \ S� 1p O PB 15, PG 42 3 4" EIP 1
w 6"N // s \ �/ 39,491 SF / / \ / \ �� ' -t /
N F Fri Oo I �'j �$ k �/ \ S\ \ 0.91 AC / j / \ ' \ \\� Gj C� ✓ j / 2 o CN TROL 418,245..0058 (PINCHED) I 1
RICHARD J. SMALL & WIFE, to / N �1g I \ \ �6 �i / 'o O I // E 2,042,748.083 V 1
NC GRID NAD 83 A•g
JESSICA W. SMALL o / \ \ \ 4$ . 00. / 65'
DB 8859, PG 24 0 // \'o \ 54� pp 0. Q; 39,158 SF rn R3S I 1 (2011) �6 E 2 O R3�,
N �/ 16 •6, X00' \ 0.90 AC v cp 3/4" EIP 53�°1 q.0 63�' O
(PINCHED) w O 1
-� 40,075 SF / j / o\ ` ✓ / / O i �'�- S46'11'14"W
o .a, 1 0.92 AC , \ \ / / 25.00' 40,178 SF
1'r w j / \ s \ 33,000 SF / / \ °o. 00 \ v 0.92 AC -�Ob 230.26 c42
ERB °' .�8� \ \ \ 0.76 AC �� / o 190 �\ \ts Q 53 1 ArI -A0
g"`N /
tx� 6 Z \ N6 / O'A13 3� 1
r'1�1
N/F
LILLIAN M. WILSON
DB 5739, PG 335
PB 107, PG 74
S35°44'17"E_
63.91'
5/8"
ERB
/ I
v,
/ J�0
/ 0�
/ N
r 4
N/F 90
FREDRICK C. GREEN, JR. & WIFE,
ALEXSONDRIA PENDERGRASS GREEN w
J
DB 9988, PG 839 0 0�
PB 137, PG 161
1/2"
- EIS
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C22
86.93
50.00
S20'53'45"W
76.39
C23
57.87
50.00
N62'04'00"W
54.69
C24
65.42
50.00
S47°17'40"W
60.85
C25
32.83
25.00
S47'25'40"W
30.52
C26
180.47
450.00
N83°28'01"W
179.26
C27
51.56
25.00
N12°53'43"W
42.90
C28
27.00
255.00
S43'09'15"W
26.99
C29
121.14
255.00
S26'30'42"W
120.00
C30
228.89
255.00
S12'48'43"E
221.29
C31
54.49
50.00
S69°44'53"E
51.83
C32
49.83
50.00
N50'28'40"E
47.80
C33
47.95
50.00
N05°33'04"W
46.14
C34
57.39
50.00
565.54'41 "E
54.29
C35
35.55
25.00
558.03'19"E
32.63
C36
227.21
205.00
S14°26'10"W
215.75
C37
33.30
25.00
S84°20'26"W
30.89
C38
101.94
450.00
N51°00'59"W
101.72
C39
5.61
450.00
N44°10'11"W
5.61
C40
218.56
525.00
N55°44'19"W
216.98
C41
108.87
205.00
N52°27'05"W
107.59
C42
41.85
25.00
N10°43'14"E
37.13
r' S
N/F
JAMES H. SMITH, JR. & WIFE,
SANDRA A. SMITH
DB 4113, PG 892
JHS GRAYS CREEK PROPERTIES, LLC
DB 9802, PG 174
PB 137, PG 161
o $ 00 ti
C B °' N / 10 X 70
o.
� j SIGHT TRIANGLE17 do.
1
z rn L / 40,053 SF // / \ °\tom ° \ / O$
J
0 0\00
CA 0.92 AC / / O-\cP� <" 33,000 SF / 0p \\ r, <'n `� o\�� `�P P G Co. 1
o� �6`N / \� rp 0.76 AC �pp00� X60 \\ • \ o° \J,� 'tis �'o,GS� � i / .
/ 41,348 SF / / /\ \�� o�\°° C3 / r'r, 36,991 SIF \ C4 \ cr 1
/ / \ \ \ s �\
lc �j / / 0.95 AC / \ \ X
�< X65�p \ \ O °o.\ 0.85 AC
O 1
\ /
D / N �2 \ �s \ `ro \ \ rn, 36, 000 SF \ \ / / / Gk0 / ` N 1
r coo - - - G - - -� \ \ \ �-�s i 0.83 AC \/ / 1bp� i O P ��1� / r 1
bo
0\
114.32' 151.18' .� 40,012 SF \ \ G \ \ O
N20°19'11"W 265.50 TOTAL 1/2" t` I 0 92 AC O \c'°o 36,991 SF \\ / ��P\ 0 R /
1ERB N73°35'32"E ERB / /\ c, °O. \ 0.85 AC / 16000 0 �0 i
77.63' I �$ /
CONTROL CORNER.01
N 419,108.290 EXISTING
E 2,042,090.263 T -POST 36.67' / ' 2� \ ?� -� \ / N�� �� k1 / EPK 1
NC GRID NAD 83
(2011)
N47'08'30"E 52.40' TOTAL MISTING
15.73'
T 20 \ C,' �P� / .•.•+++'.'�••-�+�'
40,023 SF \ 9�b13 / / PROPOSED I W o 1
0.92 AC > .N FUTURE DEVELOPMENT r
�, 'V\2 / v k ✓ 388,068 SF
�f / / 'ra', / / �5 �$ 8.91 AC C +. EXISTING
O 1
$$ $ i N Op �y\I. ANGLE
IRON
1313
4g
S� � 212'8p
� 0."*
EXISTING � / / 21 � �
.0.
100' / JURISDICTIONAL
1
ANGLE / / k6 �� / \\ \ RISDICTIONAL 1
RON 0� 41,030 SF / 5' �k$ \ WETLANDS 1
0.94 AC , �1' N ��1 0 / /\� \\ \\ PP may`
37
'C"56 _1\ \ \ \ \ R �� 40,000 SF °
0.92 AC \ �•-+•+-W•�-��� 1
44,555 SF / i / \ \ \ \ \ 36 Oo
1.02 AC \ o. \\/,•,
r \ / /25' v \ \ \ \ 6'. 40,000 SF \ / . 1 1
\16 / �^ YPl 35°° 0.92 AC
o
\ \ \ 1
\ 2s�� \ \ \ \ \ J,
76 40,000 SF ° \ / 2
\ \ C27 \ \ \ \ 34 moo 0.92 AC \ \ \ \ ' , `. F .' N/F 1
N18°52'54"W THOMAS B. CURLE, TRUSTEE,
39.83' n \ \6, \ 40.960ACF \� \\ �/� / THOMAS B. CURLE TRUST 1 1
33 0 DB 6017, PG 461 1 1
i9 Z,PB 124, PG 42
3/4"0
\ - - J/ 6 EXISTING 1
ERB / / /C)
�� \ \ \ �, \47,185ACF \ \\ / .+ . 1ppNT-POST1.0
1 1
.zi 'LTX
N/F I 1 1
HIRAM TOLAR HEIRSC5 1
1
43,468 SF v / �` \ \ \ �6 E CEMETERY I
r.� 1.00 AC - DB 59, PG 12
-
M Q: '
JURISDICTIONAL J
cn N19°17'54"W 1 n 40.954ACF \ 3?1 gid, \ �\ 20' DRAINAGE \ t \ 10600 WETLANDS /
L 50.00' ; \ \ \ / O \ \EASEMENT
5 a
5/8 3/4,. n �^�`� L S \ \G��Q \ \ 12000 �BA�E 22 rn � 37,491 SF mrd tK N J
3 i ERB ERB C2\ \ /� OS°1323"E �2 \ \\ tP� \' /.5��/ •0 0.86 AC�tcoi rn
6
N F N19*17'54"W o o c�2
.01 / 00' �� / N o_
20' DRAINAGE
DIAMOND BUILDERS 67.58 Un \ / EASEMENT O \
OF HOPE MILLS, INC. cn cwo
DB 9900, PG 562 �' r 25 a� \♦ 31,015 SIF / C33 \ `
PB 137, PG 161 �1 I O �� \ \ 0.71 AC / yp��� \ 34,154 SF
r 2-� -3/4„ 40,867 SF / \ ;`6 _ G ♦ \ 0.78 AC o
ERB I Ln
I 0.94 AC / / \ �,�♦♦ \ )i� Dz 0
_ 9 _
-S10°5
N/F o o O o / / \ \ -� RAS / r - 8 10 E_ J r
DIAMOND BUILDERS a rn O v! 20' DRAINAGE /
OF HOPE MILLS, INC. N N 24 N l EASEMENT \ R3 y^ 194.70' -
DB 9917, PG 575 0 °D 40,064 SF
PB 137, PG 161 r^ I 0.92 AC N 27 \ C30
3/4"
�
r� 40,248 SF ho
Cq./ 0.92 AC 34,429 SF Cn
N/F o) � 1 / JURISDICTIONAL ^ ^ 28 C'- 0.79 AC o
VANDER BUILT 00 rn / DITCH ,^� �, N� o
HOMES OF NC, LLC o o rn - 1__/ i - - �L - 40,617 SF - -
DB 9913, PG 823 3/4" y rri - - - / /- - - - - - - 0.93 AC - - - - - - -
PB 137, PG 161 ERB r 6.94'
156.50' 118.00'
9.47'--/N17°56'14"W 281.44' TOTAL
N/F
WILLIAM E. BROWN, JR. & WIFE,
BRENDA M. BROWN
DB 8843, PG 797
82.72' 368.81'
2" N18°21'11 "W 636.30' TOTAL
EIP
r' 2 �1
2 moi
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
5/8" DB 6017, PG 461
ERB PB 124, PG 42
2"
EIP
184.76'
1/2" ERB
AT THE BASE OF
A DISTURBED EIS
SITE DATA
SEAN
DEVELOPER
JHS GRAYS CREEK PROPERTIES, LLC.
MAILING ADDRESS
918 CEDAR CREEK ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28306
PIN NUMBER
0441-18-8740
0441-29-5123
0441-28-7514
TOWNSHIP
GRAYS CREEK
TOTAL SITE ACREAGE
47.99 ACRES
ACREAGE TO BE DEVELOPED
47.99 ACRES
ZONING
Al /R40
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTUAL
DISTURBED/DENUDED AREA
23.9 ACRES
SETBACKS REQUIRED:
Al R40
FRONT
50 FT 30 FT
SIDE
20 FT 15 FT
REAR
50 FT 35 FT
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
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
www.4Dsitesotutions.com
CA O
�.: qb off•;
4 AL < _=
457 ��.
��:•�:� SUR`1`.�l�
gN/ R i'SIE
b3 'b2.' 11
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
SITE PLAN
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1"=100'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-2.0

VICINITY MAP
NOT TO SCALE
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE PAVEMENT, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE 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.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
S. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
SI
LIMITS OF CONSTRUCTION 18
23.9 AC I I
N/F
LILLIAN M. WILSON
DB 5739, PG 335
PB 107, PG 74
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 TWENTY-FIVE (25) 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 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 NCDENR 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 14 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION 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 JAMES
SMITH. CONTACT 910-483-3471.
1/2"
ERB
1/2"
ERB
CONTROL CORNER
I
N 419,108.290
EXISTING
E 2,042,090.263
T -POST
i
/CONSTRUCTION
(2011)
" `
N/F
EXISTING
LEGEND:
T -POST
ASBY HOLDINGS LLC
' -
EGM,,
TIMOTHY WILSON MOORE & WIFE,
DB 9571, PG 355
FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION
IZSI ECM -EXISTING CONCRETE MONUMENT
LYNN MOORE \
PB 138, PG 99
SELF -INSPECTION REPORT IS THE INSTALLATION AND
EIP 00 EIP-EXISTING IRON PIPE
DB 9250, PG 210
0
5/8"
EIR 00 EIR-EXISTING IRON ROD
_
� 1
ERB
EIS GEIS -EXISTING IRON STAKE
I
� 1
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
EPKO EPK-EXISTING PK NAIL
8. PERFORM FINE GRADING.
_i
N F
20' ACCESS EASEMENT
ERGO ERB-EXISTING REBAR
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
ASBY HOLDINGS LLC
PB 138, PG 99
o COMPUTED POINT
HIRAM TOLAR HEIRS
DB 9571, PG 355
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT
N/F - NOW OR FORMERLY
REMOVE ALL TEMPORARY MEASURES.
PB 138, PG 99
-5/8„
R/W - RIGHT OF WAY
TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND
-ERB-
ERB
RCP - REINFORCED CONCRETE PIPE
_
_
c-
- _ -hoc= soc= shoe=-
PROPERTY LINE
N/F
1' f
9f
- oPL - - - OLD PROPERTY LINE
LONNIE B. SIMMONS & WIFE,
RIP RAP DISSIPATER
ADJACENT PROPERTY LINE
SHIRLEY IVEY SIMMONS
IL=3'
W=1/3'
Dao=B" D.ac=12"
DB 4691, PG 303
N/F 1 mt O
- TIE LINE
o
CLASS B 18" THICK
- - RIGHT-OF-WAY
KATIE STARLING TOLAR !
TEMPORARY
- - - - -SETBACK LINE
N/F
SI
14
SD STORM DRAINAGE
ROBERT C. NORRIS, JR. & WIFE,
PB 15, PG 42 3/4" EIP
CONTROL CORNER (PINCHED)I
ENTRANCE
►
OVERHEAD UTILITY
JOYCE RENEE NORRIS
N 418,245.005 DITCH #2 r
E 2,042,748.083 SEED WITHIN
1
1
DB 5014, PG 767
NC GRID Nj D 83 7 DAYS
53.25 LF ® 0.76% 24" RCP
- - - - EDGE OF WATER
158.
_
(2011 INV 150.71
RIPIRAP DISSIPATER
158.03 .
S
L=16' W=6/18
PERMANENT EASEMENT
RIP RAP DISSIPATER
L,
1 5.04
X FENCE LINE
L=12' W=6/14
I
LP
TREE LINE
N/F
"
155.19
BENCHMARK
STEWART EUGENE SIMMONS
roc ��� -6
�
/VH
WITHIN
P-8 1
RIP RAP DISSIPATER
DB 3540, PG 533
INV 152.48 / SEED
I
L=12' W=6/14
SIGN SIGN
O P-4
7 DAYS
/ 00 - INV 149.39
D5o=8" D.ix=12"
TANK TANK
m
<�0
UI
g, CLASS B 18" THICK
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-
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s�'
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1" EIP
aAn P-3
EB ELECTRICAL BOX
(PINCHED) g
- <�J INV 152.93
PP • UTILITY POLE
INV 146.81
C GUY WIRE
I
DITCH #4
SEED
a HARDWOOD TREE
-91
7WITHIN DAYS
GRAVEL
N/F
RICHARD J. SMALL & WIFE,
0 CONCRETE
JESSICA W. SMALL
of
0 BUILDINGS
DB 8859, PG 24
16
0 WATER
EXCESS SOIL TO BE
PROPOSED EASEMENTS
SPREAD APPROXIMATELY
0.75 FT THICK
- Loc- Loc- LIMITS OF CONSTRUCTION
1"
- SF SF -
ERB
- JN - JN -
9
- DIV DIV -
I
17
® INLET PROTECTION
�I
/
SI
LIMITS OF CONSTRUCTION 18
23.9 AC I I
N/F
LILLIAN M. WILSON
DB 5739, PG 335
PB 107, PG 74
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 TWENTY-FIVE (25) 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 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 NCDENR 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 14 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION 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 JAMES
SMITH. CONTACT 910-483-3471.
1/2"
ERB
1/2"
ERB
CONTROL CORNER
I
N 419,108.290
EXISTING
E 2,042,090.263
T -POST
NC GRID NAD 83
/CONSTRUCTION
(2011)
" `
JEFFERY BRUCE RIDDLE
EXISTING
/
T -POST
EXISTING f 21
ANGLE /
IRON
5/8 ,.
ERB BOG
TEMPORARY SKIMMER BASIN #1
L=100', W=55', D=2'
SIDE SLOPES= 2:1
TOP OF BASIN: 155.50'
BOTTOM OF BASIN: 152.50'
15' EMERGENCY SPILLWAY: 154.50'
INVERT OF SKIMMER: 152.50'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
WITH 1.1" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
_tet LOC 'SF LOC SF LOC SIF LOC SF LOC
20' DRAINAGE
EASEMENT
12 1
c� \
10
so.
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L=9' W=4.5/10.5
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CLASS B 18" THICK
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N/F
C&W PROPERTIES
DB 8979, PG 41
PB 11, PG 42
CONTROL CORNER
N 418,900.173
E 2,043,009.201
NC GRID NAD 83
(2011) 1E"
P
--1 /2"_ ECM I
ERB -
EXCESS SOIL TO BE
SPREAD APPROXIMATELY
0.75 FT THICK
NO]
01-mu1
3719 LF ® 161% 24" RCP
PG 12
N/F 1 1
-
V
WETLANDS
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
MARY RIDDLE MORGAN, 1 I
EDWARD BRITT RIDDLE,
/CONSTRUCTION
AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
" `
JEFFERY BRUCE RIDDLE
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
/
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
& MICHAEL KEITH RIDDLE 1 1
' -
C
TIMOTHY WILSON MOORE & WIFE,
TRACT 2 1 2,1 1
DB 8317, PG 150
FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION
IDB
LYNN MOORE \
ElR
1
SELF -INSPECTION REPORT IS THE INSTALLATION AND
' I
DB 9250, PG 210
0
4. CLEAR AND GRUB THE SITE AS NEEDED.
�
MEASURES ACCORDING TO THE APPROVED PLAN. THE
� 1
17 PG 461
DB 6017
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
I
,
PB 1 PG 42
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
EXISTING
8. PERFORM FINE GRADING.
N/F 1
T -POST
I
T
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
MARY RIDDLE MORGAN, o N 1
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
HIRAM TOLAR HEIRS
EDWARD BRITT RIDDLE, 1
1
-;0JEFFERY
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT
CEMETERY I
REMOVE ALL TEMPORARY MEASURES.
BRUCE RIDDLE 1
1
13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE
14 DAYS
TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND
& MICHAEL KEITH RIDDLE y
1
INSTALL THE PERMANENT SWALES FOR THE SITE.
\\TRACT
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
1 v Q 1
DB 8317, PG150
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
�$
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
`\\
N
N/F 1 mt O
E. W. TOLAR & WIFE, `'
1
KATIE STARLING TOLAR !
TEMPORARY
DB 621, PG 291 r
CONSTRUCTION
Loc
PB 15, PG 42 3/4" EIP
CONTROL CORNER (PINCHED)I
ENTRANCE
►
O
\ j
N 418,245.005 DITCH #2 r
E 2,042,748.083 SEED WITHIN
1
1
NC GRID Nj D 83 7 DAYS
53.25 LF ® 0.76% 24" RCP
158.
_
(2011 INV 150.71
RIPIRAP DISSIPATER
158.03 .
_P-7.
(PINCHED) 11
L=16' W=6/18
RIP RAP DISSIPATER
Dao --=10" D.ac=15"
L=12' W=6/14
% INV 150.30
CLASS 22.5" THICK
r
roe, Dao=B" D.�12"
so B 18" THICK
/ 155 > 1
INV 149.
44.11 LF ® 0.49% 24" RCP
\CLASS
�g CB
roc ��� -6
�
/VH
WITHIN
P-8 1
RIP RAP DISSIPATER
°
INV 152.48 / SEED
I
L=12' W=6/14
O P-4
7 DAYS
/ 00 - INV 149.39
D5o=8" D.ix=12"
m
<�0
44.87 LF ® 0.49% 24" RCP
g, CLASS B 18" THICK
INV 152.701V ��
1
s�'
RIP RAP DISSIPATER 1
aAn P-3
o°^ L=9' W=4.5/10.5
- <�J INV 152.93
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INV 146.81
#3
CLASS B 18 THICK LINE WITH NAG S75 16 °
48.38 LF ® 1.44% 18' RCP EROSION > \
- �P-2 ° BLANKET OR EQUAL
52.90
\ P-9
O 52.90 LF ® 0.52% 18" RCP 1 RIP RAP DISSIPATER
INJ�153.63 STAPLE PATTERN D g
INV 154.04 L=16' W=6/18
INV 146.21 r Dao=10" DMAx--15"
'DRIP RAP DISSIPATER ; CLASS B 22.5" THICK
il:o\ L=9W=4.5/10.5 $> 1
7 �g� INV 153 77 Dao=B" D.ac=12"
52.71 LF ® 0.34% 18"
I - 4 W
IN 5.83
P-1 ROCK INLETi
INV 154.65 PROTECTION
CLASS B 18" THICK
0
i EPK,1
38 //-.*.*.* .......
..........
1
' •. 1
EXISTING
/ \I•`��V`��.•••.•.�. ANGLE
/`'�'• IRON 1
\ JURISDICTIONAL NOTIFICATION OF COMBINED SELF-MONITORING AND
WETLANDS SELF -INSPECTION FORM:
pp
158 / .. ` ` ` ` ` THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
/ X50 /jam 157 _ _ �� • `• ` • ` LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
/ �� / 37 �� .�.`•`�'�`•`•`.`.'•`�•�� EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
• , . ,. `, `, `, ` FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
/ 22 P_5 .'.`.'..•%%*
/ *
RIP RAP DISSIPATER * .
s INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
/ F CLASS IV' INV 152.75 L=16' W=6/18
36
TEMPORARY SEDIMENT TRAP #3 RCP
/ --� Dao --10" Dnax=15"
If 4 i L=60', W=25', D=2' �cF' CLASS 1 22.5" THICK
INV 152.05
SIDE SLOPES= 2:1 / \\\ DIVERSION BERM i5
N/F TOP OF TRAP: 154.2' 01 55.85 LF ® 1.26% 24" RCP TO BE SEEDED
FREDRICK C. GREEN, JR. & WIFE, BOTTOM OF TRAP: 151.2' °G r
ALEXSONDRIA PENDERGRASS GREEN 8' EMERGENCY SPILLWAY: 153.2' \ WITHIN 7 DAYS (TYP)
DB 9988, PG 839 / 34
PB 137, PG 161 SIDE SLOPES OF BASIN ARE TO �$ DIVERSION TEMPORARY SKIMMER BASIN #2 /
BE SEEDED WITHIN SEVEN DAYS. y^ > DITCH \ L=125', W=65', D=2'
1/2" \ SIDE SLOPES= 2:1
EIS �' ^ $ 33 o TOP OF BASIN: 154.50'
3/4"
r4 > \ BOTTOM OF BASIN: 151.50'
--^ ERB \ �^ 15' EMERGENCY SPILLWAY: 153.50'
5 $ INVERT OF SKIMMER: 151.50'
\ 23 > SIDE SLOPES OF BASIN ARE TO
�
N/F l h^ /l \ �s r BE SEEDED WITHIN SEVEN DAYS.
JAMES H. SMITH, JR. & WIFE, $ ^ / \$ °n ' ' '**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
SANDRA A. SMITH \ 4' °c > \ \ ' WITH 1.2" ORIFICE FOR DEWATERING THE
DB 4113, PG 892 SEDIMENT BASIN DURING CONSTRUCTION.
26
JHS GRAYS CREEK PROPERTIES, LLC < < I cs
DB 9802, PG 174\ o' 20' DRAINAGE tt _
PB 137, PG 161 A7.4 < EASEMENT LOC RIP RAP DISSIPATER
L=3' W=1/3'
1 7. \ �\ O ° DITCH #5 Dao=8" DwAx=12"
�--^ ` 3/4" 5 157.12 \� �\ \ G� Q SEED WITHIN - CLASS B 18" THICK\
3 5/8 ERB ------_____\
,REMOVE ; ERB $> � � `�� ; EXISTING O
N/F CROSS PIPE
DIAMOND BUILDERS \��`_ �20' DRAINAGE°p7 7 J RIP RAP DISSIPATER
EASEMEN
r
T
OF HOPE MILLS, INC. � oo�_ INV 149.80 L=20' W=7.5/22.5' LOC ---_30
DB 9900, PG 562 INV 150.01 Dw--10" DmAx--15" SF- 4
PB 137, PG 161 25 ,�<Oe
-. SILT FENCE �' \ CLASS 1 22.5" THICK 5.93
r ^� 3/4° TO BE REMOVED DITCH #711
2 P -6
\ c,, L
ERB AFTER INSTALLATION SEED WITHIN / CLASS IV 3 X 44.00 LF ® g / 157.39 `b
/ 7 DAYS, RCP 0.47% 24" RCP
N/F OF ROADWAY DITCH I
DIAMOND BUILDERS 24 20' DRAINAGE ,,-� / 157.51
OF HOPE MILLS, INC. _--
DB 9917, PG 575 EASEMENT
PB 137, PG 161 / DITCH #6
_ 7 SEED WITHIN '107 �^
3/4" 7 DAYS X007 --001 29
ERB � CHECK DAM D01-0oi
WITH WEIR O
N/F / JURISDICTIONAL (TYP) 28
VANDER BUILT ` DITCH
HOMES OF NC, LLC
DB 9913, PG 8233/4 j' TEMPORARY SEDIMENT TRAP #4
PB 137, PG 161 ERB Y L=60', W=25', D=2'
- SIDE SLOPES= 2:1
-� TOP OF TRAP: 155.2'
J BOTTOM O
8' EMERGENCY F 2
SPILLWAY: 154.2'
Know what's below. -
Call before you dig.
N/F SIDE SLOPES OF BASIN ARE TO
WILLIAM E. BROWN, JR. & WIFE,
BRENDA M. BROWN
DB 8843, PG 797
2"
EIP
2
N/F
THOMAS B. CURLE, TRUSTEE,
THOMAS B. CURLE TRUST
DB 6017, PG 461
PB 124, PG 42
\
PG 12
JURISDICTIONAL
-
V
WETLANDS
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
...`.`.'.`•`+`.`�
/CONSTRUCTION
AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
" `
7 DAYS
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
/
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
' -
\ 2
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
WATER (HQW)
FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
DITCH WHERE SPECIFIED.
N/F
SELF -INSPECTION REPORT IS THE INSTALLATION AND
' I
THOMAS B. CURLE, TRUSTEE,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
4. CLEAR AND GRUB THE SITE AS NEEDED.
THOMAS B. CURLE TRUST
MEASURES ACCORDING TO THE APPROVED PLAN. THE
THAN 3:1
17 PG 461
DB 6017
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
I
,
PB 1 PG 42
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
EXISTING
8. PERFORM FINE GRADING.
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
T -POST
I
14 DAYS
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
N/F
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
HIRAM TOLAR HEIRS
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT
CEMETERY I
REMOVE ALL TEMPORARY MEASURES.
[phone].
DB 59,
PG 12
JURISDICTIONAL
J
WETLANDS
/
PERIMETER DIKES,
/CONSTRUCTION
/
SEQUENCE
7 DAYS
NONE
AND SLOPES
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
t
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
WATER (HQW)
FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION
NONE
DITCH WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY
SEDIMENT TRAPS.
IF SLOPES ARE 10' OR
4. CLEAR AND GRUB THE SITE AS NEEDED.
7 DAYS
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
THAN 3:1
TO AREAS REMAIN GRASSED.
NOT STEEPER THAN 2:1,
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL INLET PROTECTION ON ALL NEW STORM PIPES.
SLOPES 3:1 OR
8. PERFORM FINE GRADING.
7 -DAYS FOR SLOPES
9. INSTALL AND PREPARE BASE COURSE.
14 DAYS
10. PAVE ROADWAYS AND PARKING LOTS.
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
IN LENGTH
AREAS.
12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
-
REMOVE ALL TEMPORARY MEASURES.
(EXCEPT FOR
13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE
14 DAYS
TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND
THAN 4:1
INSTALL THE PERMANENT SWALES FOR THE SITE.
HQW ZONES)
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
1/2" ERB
AT THE BASE OF
A DISTURBED EIS
100
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
1177
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)
GRAPHIC SCALE
0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4Dsite
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
www.4Dsitesotutions.com
CARO
NN
.•� SS �i
• Q SEA
02
03 - U2-l�7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
GRADING AND
EROSION
CONTROL PLAN
CLIENT
JHS GRAYS CREEK
PROPERTIES, LLC.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1"=100'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-3.0

44.11 LF ® 0.49% 24"
/
/
0+'00
9) 0.76% 24" RCP
INV 149.39 \ ��
P-8
I
INV 149.61 \
I 1
I
1J 150.30 - �� �� pp
INV 153.63
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INV 150.71
LF ® 0.497. 24" RCP
hrroa
�` P-2
INV 152.93 P_3
X
180
175
170
165
160
155
150
145
140
�---_— INV 152-48
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& (<< F
v�£°o° 8 <N °j
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INV 152.70
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ROADWAY PROFILE -0+50 TO 10+00
0
0
+
0
1
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--�— W
s+� o (133b1S 01�8f1d) M/b ,OS 7+00 V)
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10#0
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i —
52.90 LF ®0.52% 18" RCP
CnJLLJ
_z
1 0 t0
I—
I Q
I / \
52.
_ 160 - /
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
9+00
180
175
170
155
150
145
140
r7
c6
10+00
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
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
www.4Dsitesotutions.com
"CA �iO
• Q SA
GE
(' INE �!�
'// O I I I �►��� \````
03-02-1"7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD A PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
HIGH POINT ELEV = 158.98
HIGH POINT STA = 8+44.40
PVI STA = 8+37.38
PVI ELEV = 159.12
A.D. _ —1.16%
K = 86.40
100' VC
0
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II o
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— — — — _ — —
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---
—
----_—
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FINISHED
—
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—�— ---
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-----
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0+00
1+00
2+00
3+00
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5+00
6+00
7+00
9+00
180
175
170
155
150
145
140
r7
c6
10+00
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
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
www.4Dsitesotutions.com
"CA �iO
• Q SA
GE
(' INE �!�
'// O I I I �►��� \````
03-02-1"7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD A PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-4.0

C)
-00
co /N
\154.83
�7
Z
J#.71 LF ® 0.34% 18" RCP ,
fiZ
,
180
175
170
165
•
155
150
145
140
h
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1j+00
P_1
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, 13+pp � , \ / \ \ \ 55.85 LF ® 1.26% 24" RCP' \
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ASS CLASS IV
RCP
o
INV
/ o
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 10+00 TO 20+00
� / o
/ 57.41 /
DRAWN BY:
CALEB
\
\
157.46JL
SCOTT
PROJECT NUMBER:
1177
/
o J
"NV 154.65—_-�, \
I /
, 13+pp � , \ / \ \ \ 55.85 LF ® 1.26% 24" RCP' \
/ \
14+00
-INV 152.05
o
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ASS CLASS IV
RCP
o
INV
/ o
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 10+00 TO 20+00
180
175
170
165
160
155
150
145
140
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
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
www.4Dsitesotutions.com
♦ .•� SS O •
0 �y
• Q SEA
02
�� O 11 1111%�
03 - U2-l�7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD A PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
LOW POINT ELEV = 155.52
LOW POINT STA = 15+79.38
PVI STA = 15+79.47
PVI ELEV = 155.43
A.D. = 1.00%
K = 75.19
75' VC
LOW POINT ELEV = 155.99
LOW POINT STA = 16+90.96
PVI STA = 17+28.46
PVI ELEV = 156.17
A.D. = 1.18%
K = 63.44
75' VC
HIGH POINT ELEV = 158.15
HIGH POINT STA = 18+74.40
PVI STA = 18+89.28
PVI ELEV = 158.88
A.D. _ -4.24%
K = 34.04
144' VC
0)
+
0,
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5;
00
'n
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-0.50%
FINISHED GROUND
— —
—
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24" RCP
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175
170
165
160
155
150
145
140
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
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
www.4Dsitesotutions.com
♦ .•� SS O •
0 �y
• Q SEA
02
�� O 11 1111%�
03 - U2-l�7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD A PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-401

■
4Dsite
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
www.4Dsitesotutions.com
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
I
I
I /
O
�y
CJ
D
m
M
0
52.90 LF ® 0.52% 18" RCP
+
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-- -- -- -- --
-- --
I
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158.14
\
(133LI1S 0118f1d) M/2i ,OS
`
-0+25.12 O+OOr
_
1+002+00 8 Gyo j
I
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I
0
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1
-- -- -- -- --1
�
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158.03
158.58
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3 �
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`ryo1�l '
1 pe)
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SPO /
19
>
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48.38
N \
\
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i Z O
\ c�
ROAD B
i"7
M �-
N d-
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^ �
p r
c0
N
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO
3+50
180
180
175
175
170
170
165
M
tb LnN
�
165
o
II
U)
160
160
FINISHED GROUND
155
155
150
150
145
145
140
140
Ln
0+00
1+00 2+00
3+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
■
4Dsite
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
www.4Dsitesotutions.com
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
Q
N
>
II
w
w
w
- w
�
G ROUND \
0.50
_
3, p09.
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c0
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02
03-02-1
7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD B PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-4.2

iG
180
175
170
165
I•l
155
150
145
140
QD
�,�--- -- -- -- --'=— -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---
z
-4 1+i 0 - +(133aiS oi-Iend) M/d ,OS- � 3+00 4+00-
0 ado1
l
52.71 LF ® 0.34% 18" RCP
I _ -
1
I /
I
I � �
I
ROAD C
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 8+50
5+00 6+00 7+00
-F 55.19
-- -- -- ---9
180
175
170
165
160
155
150
145
140
0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD C PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
HIGH POINT ELEV = 159.42
HIGH POINT STA = 2+04.33
PVI STA = 2+01.96
PVI ELEV = 159.70
A.D. _ -2.21%
K=45.18
100' VC
LOW POINT ELEV = 156.11
LOW POINT STA = 5+69.02
PVI STA = 5+19.02
PVI ELEV = 156.36
A.D. = 0.55%
K = 180.37
100' VC
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EXISTING_GROUND
---
-- —
300
18" RCP
----
----
FINISHED GROUND
--
------------
—_
- - - - -
�-_ _
-1.05%
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180
175
170
165
160
155
150
145
140
0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD C PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C -4n3

180
175
170
165
I•I
155
150
145
140
I
1
I
1
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I
I
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7*00
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157.39
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50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 8+50
q,
� JQ- J QGf p�L
180
175
170
165
160
155
150
145
140
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD D PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
HIGH POINT ELEV = 157.38
HIGH POINT STA = 6+68.89
PVI STA = 6+18.89
PVI ELEV = 157.13
A.D. = —2.34%
K = 42.71
100' VC
rn
r,
II
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+
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II
LOW POINT ELEV = 153.21
LOW POINT STA = 4+25.25
PVI STA = 4+71.15
PVI ELEV = 152.93
A.D. = 3.34%
K = 39.20
131' VC
o
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0.50%
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24" RCP
CLASS IVLU
I
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INVERT SHALL BE
6" BELOW EXISTING
STREAM BED
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180
175
170
165
160
155
150
145
140
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
ROAD D PROFILE
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-404

TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBJACRE.
SEEDING DATES:
MAY 1 - AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBJACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
1 TEMPORARY SEEDING SPECIFICATIONS
PLAN VIEW
INFLOW
STRUCTURE
CONSTRUCTION SPECIFICATIONS
SKIMMER
DEWATERING
DEVICE
ON STONE
BEDDING
MIN 8"
EMERGENCY
SPILLWAY
BAFFLES INFLOW EMBANKMENT
1' FREEBOARD
STRUCTURE
BAFFLES� \
✓// 6" MIN. INVE\T ELEVATION OF
DEWATERING EMERGENCY SPILLWAY
ZONE EMERGENC'
SPILLWAY
FILTER FABRIC STONE BEDDING
SEDIMENT
STORAGE ZONE
CROSS-SECTION VIEW
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS
THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN.
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
THE FABRIC.
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED.
10. INSTALL POROUS BAFFLES AS SPECIFIED.
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
CONTROLS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM.
UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
NTS
7 TEMPORARY SKIMMER BASIN
SEEDING SPECIFICATIONS
SEEDING MIXTURES
SPECIES RATE (LBSJACRE
TALLFESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE►
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
2 PERMANENT SEEDING SPECIFICATIONS
•ON
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
STEP 1
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
STEP 3
STEP 4
r1.5'
1' THICK #57 FILTER STONE
3600 CU. FT/ACRE ^ 'T
ti
MIN.16'
.
FILTER FABRIC
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
EMERGENCY
,21" MIN BY-PASS
6" BELOW
SETTLED TOP
4' MIN. OF DAM
' 1 s
�2:1 SIDE SLOPE MAX
FILTER FABRIC EXIST. GRADE
ill
1:1 SIDE SLOPE MAX
CLASS B RIP RAP
3' MIN.
MAINTENANCE STONE SECTION
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS
STABLE.
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
FIRST CELL - 25% OF LENGTH FROM INLET ZONE
SECOND CELL -25% OF LENGTH FROM FIRST CELL
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
POSTS MAX 4'0.C.
TOP STAY WIRE OR ROPE
JUTE NETTING OR EQUIVILENT
BOTTOM OF FABRIC BURIED 8"
g IN EXCAVATED TRENCH &
TURNED OUT 4" IN THE
= TRENCH, OR PINNED WITH 8"
7
= EROSION CONTROL MATTING
STAPLES.
_ELQW
STEEL POST DRIVEN
24" INTO GROUND
SECTION A -A
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS INCLUDING BUT NOT
LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
ORTHE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
CLASS 1 RIP RAP
(SEE SECTION THRU BASIN BELOW)
LASS 1 RIP RAP HEADWALL
#57 WASHED STONE
1' THICK X THIGH MIN.
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
NOT TO SCALE
FLOG
STORAGE NATURAL GROUND
ZONE 1' 2' RIP RAP HEADWALL
� n
SEDIMENT 1
STORAGE 1.5' --------
_ _ -FLOW--
0
LOWS
FLOW-. 1.5� IPE INVERT
4
57 FILTER FABRIC
MAX. SEDIMENT DEPT WASHED LASS 1 RIP -RAP CONSTRUCTION SPECIFICATIONS:
(CLEAN OUT POINT) STONE
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, & CULVERT PIPE THE PIPE INLET.
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM NTS
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
5 ROCK PIPE INLET PROTECTION
BOTTOM ANCHORE
POROUS BAFFLES
NOTES:
1. USE FOR DRAINAGE AREAS NOT
EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/
SEEDING ACCORDING TO SPECIFICATIONS.
3.FILTER STONE TO BE A DEPTH OF
1 FOOT ON THE DAM SIDE
10 TEMPORARY SEDIMENT TRAP
DESIGN OF SPILLWAYS
DRAINAGE AREA
WEIR LENGTH
(ACRES)
(FT.)
1
4.0
2
6.0
3
8.0
4
10.0
5
12.0
DIMENSIONS SHOWN ARE MINIMUM
NTS
PERSPECTIVE VIEW
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING WIDTH- 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36'-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6"� LENGTH - 50 FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC 2-3" WASHED STONE CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
OPO /
\G MAINTENANCE
QJ / MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
SQ' REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH
m
n
RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
Or
AGGREGATE N
6" MIN. THICKNESS
2-3" COURSE
NTS
4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES:
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
TIME FRAME
POSTS. 4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
7 DAYS
TO FORM A WEIR MIN.
2. FILTER FABRIC SHALL BEA MINIMUM OF 36" IN WIDTH AND
STEEL POSTS STAY WIRES
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
LINE WIRES
EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MIN. 12-1/2 GA.
_
35% OF SURFACE AREA
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
-- "
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
SLOPES STEEPER
AND AFTER EACH RAINFALL OCCURRENCE, ANY NECESSARY
_
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
7r.!
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
' //
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
_ 1; l''
U
PRESSURE ON THE FENCE AS NEEDED.
STEP1 STEP
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
24" MAX.
9�J
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
ALL OTHER AREAS
POSTS MAX 8' O.C.
WITH SLOPES FLATTER
WIRE FENCE "HOG WIRE"
A
FILTER FABRIC
I__I � _�I
I'
#9 WIRE STAPLES 1-1/2" LONG
-p
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8" IN
u, EXCAVATED TRENCH & TURNED
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
x OUT 4" IN THE TRENCH
_FLOW
" %
STEEL POST DRIVEN
qqqq,
24" INTO GROUND
A
STEP 3 STEP 4
SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
■
T
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
6 SILT FENCE
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
NTS
NATURAL GROUND
MAX. SLOPE (TYP)
1�
IN. 2.5 2.5
11 1F-/
NATURAL GROUND f /
2.s
COMPACTED SOIL
E* WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
HALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
L OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
11 TEMPORARY DIVERSION BERM
NTS
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
9 CHECK DAM WITH WEIR
12
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
CENTER OF THE DAM IS
DESCRIPTION
TIME FRAME
TO BE 9" LOWER THAN
PERIMETER DIKES,
1177
THE EDGES (MIN) A 1.5'
SWALES, DITHCES
7 DAYS
TO FORM A WEIR MIN.
AND SLOPES
\ I \ "o \
HIGH QUALITY
9" MIN.
INLET ZONE
7 DAYS
_
35% OF SURFACE AREA
-- "
CENTER OF THE DAM IS
SLOPES STEEPER
7 DAYS
TO BE 9" LOWER THAN
MBER
FILTER FABRIC THE EDGES (MIN)
JRFACE AREA
TO FORM A WEIR
n
CHANNEL OR DITCH CLASS A OR B EROSION
APPLICATION A CONTROL STONE ?'Z�tii
FLATTER
14 DAYS
24" MAX.
9�J
AT CENTER
MAINTENANCE
ALL OTHER AREAS
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
WITH SLOPES FLATTER
14 DAYS
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
THAN 4:1
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
NTS
NATURAL GROUND
MAX. SLOPE (TYP)
1�
IN. 2.5 2.5
11 1F-/
NATURAL GROUND f /
2.s
COMPACTED SOIL
E* WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
HALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
L OTHER REQUIREMENTS SHALL REMAIN THE SAME.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
11 TEMPORARY DIVERSION BERM
NTS
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
9 CHECK DAM WITH WEIR
12
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
1177
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)
GROUND STABILIZATION CHART
NTS
NTS
4Dsite
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
www.4Dsitesotutions.com
••� SS O iI
• Q SEA •:
02 _
*
�j0 S •• GI NE•.�``��
OTT � � 16
03-02-1"7
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
DETAILS
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-500

losite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
DETAILS
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHANNEL INSTALLATION
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
-12"
-_
4.00' [1.22M]
Z 6"
8.00' [2.44M] 4,
I2.00'[0.61 M]
L
VARIES 6' 20' 6'
% ` • • • � � • � � ` I • + +
\/�[,. ^�__- ? __ \` • `. . �- --�"-�
4.00'[1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
(SWALE) (SHOULDER) (SHOULDER)
10' 10'
P' -
IF
.•. r/ , �1���, / (1"',
•`.
T- L
2.00'[0.61 M] 1.50' [0.46M]
3.00[0.91M]
v CARRY BASE COURSE 6"
.5'O
((
• J
•.•. a„
BEYOND SURFACE COURSE E4.00'[1.22M]
3% 3%
••+`. •. `. `. ���
2.00' [0.61 M]
8% 8%
N -
�� •. •. .`
2.00'[0.61M]
r
J
4.00'[1.22M]
• •
✓/\\//\ \\//\/ ✓/,\//\//\\//\//\ , . \. \ \ \ \ \\ \\%\\\/�\\.\\.\\/\\\/\\\\ THIS IS FOR
/\ , \ FILL SECTION
1
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER S0. YD.
5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
\\/,\\�\\��\��\
1
3 /i \/\/\/\/ GEOTECHNICAL ENGINEER SHOULD BE 3
3 /���
i\// CONSULTED TO DETERMINE DEPTH OF ABC .y\y
COMPACTED
SUBGRADE NEEDED TO MEET NCDOT REQUIREMENTS
0 0
4"-6"
I.
` ```` �\. `1.50'
` "', . . . . . .
L --L
[0.46M] 1.50' [0.46M]
3.00' [0.91 M] • 3.00'[0.91m] • •
USE 3:1 CUT SLOPES IN CUT SECTIONS
`
�.--
-- •. . . . . .
• 2.00'[0.61M] •
• •
• 4.00' [1.22M] 1.00' [0.30M]
•
2.00' [0.61 M]
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
• • 4.00' [1.22M]
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
• • •
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M) NTS
NTS
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
2 STAPLE PATTERN FOR 4' ROLLS
3 ROADWAY TYPICAL SECTION (WITH DITCH)
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
-T
4.00'[1.22M]
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE
8.00'[2.44M] • •
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
LL 2.00'[0.61M]
COARSE AGGREGATE
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING.
•
4.00'[1.22M]
1/2 DIAMETER OF PIPE EARTH FILL COVERED BY
OR 12" WHICHEVER IS rs DEEP LARGE ANGULAR ROCK
GREATER
• •
FILTER FABRIC
6.A ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
-III-
III
PIPE OUTLET TO FLAT AREA -
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS.
®
L ©
II III f, III I
NO WELL-DEFINED CHANNEL
USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE
-L
1.50'[0.46M]
CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CMJ
2.00' [0.61M] 3.00' [0.91M] • •
4.00' [122M] • •
40• � 41-4• • 2.00' [0.61 M]
2.00' [0.61 M]
I
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
A o A
o 0
APART IN A 6' 15 CM DEEP X 6" 15 CM WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
( ) ( )
•-I • 41 • 41
ELEVATION
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
4.00'[1.22M]
• • •
PROPERLY ANCHOR THE BLANKETS.
4.00' [1.22M] •
A NOTE:
• • • •
• •
PLAN
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
L
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
FLOW
o ,,.
a II - III III=1:
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
0 ®
=III III=III_ l I I -I I E I I I=I D
- -
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
EARTH FILL COVERED BY
I I III -I I -III, lI ! I 1=1 I -
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
1.50'[0.46M] 1.50'[0A6M]
3.00' [0.91m] • • • f' 3.00' [0.91m] • • • •
LARGE ANGULAR ROCK
MAINTENANCE:
• • • r • • •
2.00' [0.61 M]
• • • • • • •
• • • 4.00'[1.22M] • • • 1.00' [0.30M]
--{ 2.00'[0.61M]
COARSE AGGREGATE
y
� !��` 0 'gyp p
p �p p
° 000 CQO O°Ou QO 8 000p0� Ov0 oo O°Og°00° O° O
FILTER LAYER
SECTION A -A GRAVEL FABRIC
• • • 000*
• • •
O O O 0 0 O O✓ 00 O
o 0 0 p 00 o O p O 0 o0
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
�I 1.00'[0.30M]
• • • •••
p 0 00 0 0 0 O 00 00 0
0 0 0 0 0° o O p o0 °
pO 000
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
• • • • • • •
0 0
o O ° 0 0 O 0 0 ° °
o o p C C?0O o 0 0 O 0 �0
�0 0
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
• • • • • •
O o 0 ° 0 0000 0O o 0 O O 0 0 O 0° o °0 0
° O 0 ° O 0 Oo 0 0
° O o ° o O 00 p p O 0 o
REINSTALLED.
NT
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
NT
o O o 00 o 0 o ° O 0 °
o°o �°�° ° �° ° °°° ° °° ° ° oo ° Oo 0 0
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
° O O O O ° O O ° ° O O 0 ° 0
0 0 0 O O O 0 O O O O
°oo°°O��'
O°°° 00000° 00 °o o° Ooo o°poo 000
0 0 0 0
°�°
1 EROSION CONTROL BLANKET INSTALLATION
4 STAPLE PATTERN FOR 8 ROLLS
° 0 0 00 0 000 00
°�°°°�°°°� app°
NOTES
1/8" RADIUS JOINT SEALER � 1/8"
-----�
25'25'
MINIMUM STREAM CHANNEL MINIMUM
TOP OF BANK TOP OF BANK
1. L IS THE LENGTH OF THE RIPRAP
APRON.
\ \�
PLAN
PIPE OUTLET TO 2. D = 1.5 TIMES THE MAXIMUM
STONE 6DIAMETER BUT NOT LESS
WELL-DEFINED CHANNEL THAN
1/8" TO 1/4"
4"
A A 3. IN A WELL-DEFINED CHANNEL EXTEND
THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6"
5"
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
FINISH GRADE SF9.5A�,�
� � JOINT FILLER
CONSTRUCTION SPECIFICATIONS
4. A FILTER FABRIC OR BLANKET SHOULD BE
`> INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
1/2" �I I� GROOVE JOINT IN SIDEWALK
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED TO AMINIMUM.
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS
-`^-0
PLAN
TRANSVERSE EXPANSION
ADJOINING THE STEAM.
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
GRAVEL OR FABRIC
C\1
l _
00
JOINT IN SIDEWALK
5'
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM
DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1
FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE
RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED
OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS
THE ALLOWABLE FOR THE IN-PLACE SOIL.
L
o
6. ENSURE THE BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE
III -III -III:
ASPHALT
BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, ANDD
STABILIZE THE BYPASS CHANNEL APPROPRIATELY.
:I � I I I E
IT Nil III [w IT Mil 111mi III INI 1111911111 [N 11111
5° THICK CONC.
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
-1 I 1 I I I- _
11 I -I I 1=1( -
RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND
8" COMPACTEDV
ABC
6„
SIDEWALK
APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF
THE AREA.
-I I I -I I FzFl I Ii II I FILTER LAYER
:III -III -III GRAVEL OR FABRIC
-III=1 I I -I
-A
SECTION A\-
COMPACTED
SUBGRADE
CARRY BASE COURSE 6"/
\Y/ \\�\\�\
/\//
MAINTENANCE
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT (} INCH OR GREATER)
BEYOND SURFACE COURSE **GEOTECHNICAL ENGINEER SHOULD BE
AT LOCATIONS WITHOUT
NOTE:
INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR
BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT,
RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP HAS TAKEN
CONSULTED TO DETERMINE DEPTH OF ABC
CURB AND GUTTER NEEDED TO MEET NCDOT REQUIREMENTS
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
INSTALLATION.
PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
PREVENT FURTHER DAMAGE.
FILLER AT MAX. 30' O.C.
NTS
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI. N
IN 28 DAYS. TS
NTS
NTS
5 LIGHT DUTY PAVEMENT
6 CONCRETE WALK
7 TEMPORARY STREAM CROSSING
8 TYPICAL RIP RAP APRON
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
12
EXISTING
GRASS OR RIP RAP LINING `GROUND
SEE PLAN !�
1� 2
3 r �1
( ( 3
� LL CONSTRUCTION SPECIFICATIONS:
-I-I I-
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
COMPACTED 0 OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
SUBGRADE
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
NOTE: 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
1. DITCH #8 TO HAVE 1' BOTTOM WIDTH FREELY.
2. DITCH #3 TO HAVE 1' BOTTOM WIDTH AND 2:1 SIDE SLOPES 4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE. NTS
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
9 TYPICAL SWALE CROSS SECTION
losite
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
www.4Dsitesotutions.com
REVISIONS
PROJECT NAME
JAMES PLACE
SUBDIVISION
(ZERO LOT LINE
DEVELOPMENT)
DETAILS
CLIENT
JHS GRAYS CREEK
PROPERTIES, I.I.C.
918 Cedar Creek Road
Fayetteville, North Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1177
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 2, 2017
SHEET NUMBER
C-501