20140328 Ver 1 - 60% Draft_ Bank Stabilization_20140319 - 4/1/2014

Ir
0 c
Cj
C') W d W
pOo
�JU
p Z W
Q0�
Z p
WWo
� J
�Fn
U=
oo
p m
� a0
=�o
W
Ozw
c - p
ZoC0
Z
Zo60
z
°Om
W Y J
= J
LL p =
C0
OYJ
�
w
D LL (n
Er Op
ZZQ
0C0Er
Z
0 H
0 Z Z
0ED0
Ir C()
IL
W�Q
°C z
o�c�
Lu
Ir O
W Z
w�Q
Er
co rd
= d p
0 Z W
Errr Ir
< 0 W:5
w
J �_:
Z O W
OZ::)
U -U
O
Z Z 0
W
Og=
Y � H
U 0 LL
E p O
Y u Q
= Z
H0
00Ir
~0
T- Cl)
00=
0J0
00 LL
IL
LO
N
N
V
s
N
Z
Q
C0
Ir
0
NOTICE TO CONTRACTOR
1) PLEASE NOTE THAT N.C. LAW REQUIRES THAT
THE NC ONE CALL CENTER BE NOTIFIED PRIOR TO
PERFORMING ANY EXCAVATION. CALL 811 OR
1- 800 - 632 -4949 OR VISIT VWWV.NCOCC.ORG.
2) EXISTING UTILITIES SHOWN HEREIN ARE AT
APPROXIMATE LOCATIONS. CONTRACTOR SHALL
FIELD VERIFY UTILITY LOCATIONS BEFORE
CONSTRUCTION ACTIVITY BEGINS.
Q
W
J
LL
Know what's below.
Call before you dig.
ABC WAREHOUSE BANK
STABILIZATION
JACKSONVILLE, NORTH CAROLINA
MARCH 2014
WK DICKSON NO.: 20130217-00-RA
Vicinity Map
1 " =1000'
!WK
IDICKSON
community infrastructure consultants
SHEET INDEX
SHEET NUMBER
SHEET TITLE
1
COVER SHEET
2
GENERAL NOTES
3
EXISTING CONDITIONS
4
PLAN LAYOUT
5
STRUCTURAL DETAILS
6
GENERAL DETAILS
7
EROSION CONTROL DETAILS
8
PLANTING DETAILS
vJ
W
J
Q
C/)
Ir
O
C/)
W
U
z
W
z
O
U
z
O
Q
O
U
W
Ir
z
O
U
C)
z
O
U
Ir
O
LL
0
LU
U)
Q
W
W
O
z
Q
z_
2
J
W
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
NC LICENSE NO. F -0374
PROFESSIONAL SEAL
m
0 Z
Ir O
0
W 0
Ir w
z p
O
U)
w
Ir
w
Q
0
IIIIIIII°
z
O Q
z
� J
J O oc
m m U
U) m 2 w
Y Q� w
Q� o W
m0zz
� D w w
BUJ O
O 3: 5; U
z z
LL] -1O
a z�e
Oa
C)
a
bi bi
J
Q ~
z
0 Z_
w
Ir Ir
� D
PROJ. MGR.: SS
DESIGN BY: MH
DRAWN BY: MH
PROJ. DATE: MARCH 2014
DRAWING NUMBER:
1 OF8
WKD PROJ. NO.:
20130217.00. RA

m
OW
z- W
�JU
FOO
pzW
¢0�
Z
o
��
m
U=
00m
�
0
a0
-w
0zw
c -o
~OCQ
Z
Zo60
z
00m
W Y J
= J
LL . CO
0 _j
�
w
D LL CI)
m00
Z z Q
OcwnIr
Z
0H
OZZ
0ED0
w�
Q
(r z
b 0
W E
>00
Wiz
CO
Ir
U) c
_a0
9 Z W
-,mIr
QOM
W
J
Z O W
:3:�
OZD
U -U
O
Z z 0
0
W
Y � H
U 0 LL
0 0 O
YcnQ
�=Z
00�
��0
CO
00�
Ir �
IL
00 LL
N
V
0
N
M
z
CO
m
0
_
rn
3
u
Ui
0
z
o6
a�
0
U
U
m
N
0
0
N
N
CO
C
W
d
0
0
Y
0
s
0
U
0
U
m
0
0
U
0
O
0
0
0
0
N
0
.N
.9
E
a
U
m
U
0
Tn
0
U
N
2
IL
0
GENERAL NOTES
LEGEND
wK
CONSTRUCTION SEQUENCE:
EXISTING
PROPOSED
DICKSON
PROJECT DESCRIPTION
community infrastructure consultants
1.
EXISTING TOPOLOGY REPRESENTS SITE CONDITIONS AT TIME OF SURVEY. DUE TO EROSIVE NATURE OF THE CHANNEL, DISCREPANCIES BETWEEN
- - - - - -
PROPERTY LINE
LIMITS OF DISTURBANCE
THIS PROJECT WILL CONSIST OF A SHEET PILE /ANCHOR WALL INSTALLATION AT THE SOUTHEAST STREAM BANK
EXISTING FIELD CONDITIONS AND EXISTING TOPOLOGY SHOWN ON PLANS CAN BE EXPECTED. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
AT 409 CENTER STREET (ABC WAREHOUSE). THIS WALL WILL BE INSTALLED ALONG THE RIGHT STREAM BANK
AND REPORT ANY DISCREPANCIES BETWEEN WHAT IS FOUND IN THE FIELD AND WHAT IS SHOWN ON THE PLANS TO THE OWNER PRIOR TO
-- --
RIGHT -OF -WAY
RIP -RAP STABILIZATION
720 CORPORATE CENTER DRIVE
(FACING DOWNSTREAM) BEGINNING AT THE UPPER END OF THE ABC WAREHOUSE PARKING LOT AND
CONSTRUCTION. REWORK DUE TO CONTRACTORS FAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT THE EXPENSES OF THE
PERMANENT EASEMENT
PROPOSED INDEX CONTOUR
RALEIGH, NC 27607
EXTENDING APPROXIMATELY 25 FEET DOWNSTREAM OF THE BUILDING. WORK WILL ALSO INCLUDE A
CONTRACTOR.
(t) 919.782.0495
PERMANENT GRADE CONTROL STRUCTURE BUILT WITHIN THE STREAM BED TO MINIMIZE STREAM SCOUR TO
_ _ _ _ _ _ _ _ _ _
_ INDEX CONTOUR
PROPOSED INTERVAL CONTOUR
(f) 919.782.9672
THE SHEET PILE /ANCHOR WALL. PROJECT WILL ALSO CONSIST OF VARIOUS UTILITY RELOCATIONS, GRADING,
2.
CONTRACTOR SHALL MAINTAIN A COPY OF ALL REQUIRED PERMITS AND APPROVALS ONSITE THROUGHOUT CONSTRUCTION. CONSTRUCTION SHALL
EROSION CONTROL MEASURES, ETC.
BE GENERALLY SEQUENCED AS NOTED BELOW.
______________________
INTERVAL CONTOUR
PROPOSED BULKHEAD WALL
WWW•WKDICKSON.COM
ss
ss PROPOSED GRAVITY SEWER
GENERAL NOTES:
3.
CONTRACTOR SHALL PROVIDE TEMPORARY PARKING AND TEMPORARY CONSTRUCTION ACCESS WHILE MAINTAINING BUSINESS ACCESS TO THE
HYDROLOGIC FEATURE
NC LICENSE NO. F-0374
WAREHOUSE.
so
so PROPOSED ROOF DRAIN
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
-- BB----- BB--- - -BB --
BOTTOM OF BANK --- UT----- UT---- -UT - -- PROPOSED UNDERGROUND TELEPHONE
4.
REMOVE EXISTING SECURITY FENCE AS NOTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE SECURITY DURING
2. CONTRACTOR IS TO REFER TO EROSION AND SEDIMENT CONTROLS SHOWN ON SHEETS 4 AND 7 AND WILL
CONSTRUCTION.
-- TB- - - - -TB --- - -TB --
TOP OF BANK PROPOSED LOG GRADE CONTROL
INSTALL APPROPRIATE MEASURES AS INDICATED BEFORE BEGINNING ANY WORK.
DITCH LINE
5.
REMOVE AND RELOCATE UNDERGROUND UTILITIES AS NOTED ON THE PLANS. REPLACE SEWER LATERAL AND CLEANOUTS WITH DIP CONNECTION AS
3. CONTRACTOR IS TO DISPOSE OF ALL MATERIAL REMOVED OFFSITE IN A SAFE AND LEGAL MANNER.
SHOWN ON PLANS.
Gw Gw Gw
OVERHEAD WIRE - x- x- x-
x- x- x -x -x- PROPOSED SECURITY FENCE
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
6.
DISCONNECT AND REMOVE EXISTING DOWNSPOUT CONNECTION. GRADE IN DIVERSION SWALE SHOWN ON PLANS TO PROVIDE POSITIVE DRAINAGE
__BE ----- BB ----- BE__
UNDERGROUND ELECTRIC
• PROPOSED SANITARY SEWER
DURING CONSTRUCTION.
SEWER CLEANOUT
5. TREES AND BUSHES OUTSIDE OF LIMITS OF DISTURBANCE SHALL NOT BE DISTURBED.
-- FG ----- Fo ----- Fo --
FIBER OPTIC CABLE
7.
BEGIN SHEET PILE INSTALLATION AS NOTED ON SHEET 5 IN ACCORDANCE WITH PROJECT STRUCTURAL SPECIFICATIONS.
6. CONTRACTOR SHALL COMPLY WITH OSHA 29 CFR. PART 1926 SUBPART P, EXCAVATIONS, 29 CFR PART
-- G----- G-- - - -G --
UNDERGROUND GAS
1910.146, AND PERMIT REQUIRED CONFINED SPACES.
8.
RECONNECT DOWNSPOUTS TO NEW DRAINAGE SYSTEM AS SHOWN ON PLANS.
- -UT -- UT -- UT
UNDERGROUND TELEPHONE
7. LIMITS OF DISTURBANCE IS SHOWN ON THE PLANS AND SHALL BE MAINTAINED AT ALL TIMES. ANY DAMAGE
9.
INSTALL LOG GRADE CONTROL. PERFORM BANK STABILIZATION GRADING AND MATTING.
UNDERGROUND TV
TO PRIVATE PROPERTY CAUSED BY CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
-- i�----- TV--- - -TV --
REPAIR OR REPLACE TO ORIGINAL OR SUPERIOR CONDITION.
10.
UPON APPROVAL OF FINAL FINE GRADING AND MATTING, INSTALL PERMANENT SEEDING AND SODDING.
-- w----- w--- - -w--
WATER LINE
PROFESSIONAL SEAL
11.
REPLACE SECURITY FENCE IN NEW LOCATION AS INDICATED ON PLANS.
TREE LINE
EROSION CONTROL:
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT
SEWER LINE GENERAL NOTES
EXISTING SECURITY FENCE
m
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE EROSION
1
THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD - VERIFY
-- BB ----- BB ----- GG -®
GRAVITY SEWER
CONTROL PLANS AND THE CURRENT NORTH CAROLINA EROSION AND SEDIMENTATION MANUAL. STANDING
THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
WATER WITHIN THE PROJECT LIMITS SHOULD BE PREVENTED. ALL DISTURBED AREAS SHALL BE STABILIZED
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NC ONE CALL TELEPHONE
CURB AND GUTTER
AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER.
NUMBER IS 1- 800 - 632 -4949.
CONTRACTOR SHALL ONLY DISTURB AN AREA THAT CAN BE STABILIZED THE SAME DAY.
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BY -PASS OR PUMP AND HAUL THAT MAY BE REQUIRED.
CONCRETE WALK/PAD
ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH
CAROLINA SEDIMENTATION CONTROL ACT, AND IS SUBJECT TO A FINE.
HEAVY -DUTY ASPHALT
REFER TO DWG NO. 4 AND 7 FOR EROSION CONTROL SEQUENCING, LAYOUT, NOTES AND DETAILS.
STORM DRAINAGE PIPE
TOTAL ESTIMATED DISTURBED AREA - 0.38 ACRES
DATUM.
SANITARY SEWER CLEANOUT
THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY ESP ASSOCIATES, PA ON FEBRUARY 23RD,
p z
O
2014 AND THOSE MARKS WERE FIELD LOCATED BY ESP ASSOCIATES, PA ON FEBRUARY 23RD, 2014. THE
H
ACCURACY OF FIELD MARKED UNDERGROUND UTILITIES IS +/- 30 INCHES HORIZONTALLY, UNLESS
LIGHT POLE
OTHERWISE INDICATED. THE DEPTH OF THESE UTILITIES ARE UNKNOWN,UNLESS OTHERWISE INDICATED. THE
W U
UNDERGROUND UTILITY MARKINGS WERE LOCATED USING A TRIMBLE ROBOTIC TOTAL STATION USING THE
v J
0= w
NAD83/2011 DATUM HAVING AN ACCURACY OF +/- 0.10'
W
Z 0
O
J
TREE
U7
Q
SURVEY CONTROL BENCHMARKS
W
Ir
GPS TBM EIS 1 - NORTHING - 370215.9375'- EASTING - 2484558.7275'- ELEV: 31.21'
GPS TBM EIS 2 - NORTHING - 369977.2395'- EASTING - 2484486.2625'- ELEV: 29.41'
BORING LOCATION
0
BACKFILLING:
REFER TO TRENCHING SPECIFICATIONS AND DETAIL.
vJ
W
U
GRADING AND DRAINAGE:
z
Q
1. PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE DECREASED FROM
THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
w
LU
2. POSITIVE DRAINAGE SHALL BE PROVIDED ON ALL GRADED AREAS THROUGHOUT CONSTRUCTION.
Q
o
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND
z
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF DISTURBANCE WITHOUT PRIOR APPROVAL FROM THE
OWNER.
O
L Illlllllb
U
4. EXISTING AND PROPOSED CONTOURS ARE SHOWN ON THE PLAN AT 1' INTERVALS.
z
5. ALL PROPOSED GRADES ARE FINISH GRADES.
O
6. GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE
ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
7. LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE MAXIMUM FILL
Q
SLOPE SHALL NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. CUT SLOPES
Ir
GREATER THAN 2:1 WILL BE USED ONLY AS DIRECTED BY THE ENGINEER AND AT THE SPECIFIC LOCATIONS SHOWN ON
THE PLANS.
z
U
O
a
LU
� �z
z
OIr
m ma
O
w
� m=
U�e
aM o
00 z
OTC
<
00 Q
LL] LL Dw m
U)
LL]
D U z
oz oz 0
O
U
O
� J
Z U
O
OQ
'
m
a
W
Lu LU
J
H
Q
Z
W
b z
J
LU
W
I
1
•
O
PROJ. MGR.: SS
•
z
DESIGN BY:
MH
0
DRAWN BY:
MH
Q�
PROJ. DATE:
MARCH 2014
DRAWING NUMBER:
Q
Know what's below.
z
20F8
Call before you dig.
2
J
WKD PROJ. NO.:
W
20130217.00. RA

Ir
0 co
Cj
Z W d W
000
E J 0
0z WD
Z p
wwo
� J
� E
0=
00
p m
� a0
=�o
~ w
Ozw
tl) -0
�oC
Z
Zo60
z
Dom
W Y J
= J
~ p =
LL C0
0YJ
c w
D LL cn
Er Op
Z z Q
0C0Er
Z
0 H
0 Z Z
0ED0
Ir C()
0-
w�
Q
0 z
b 0
> O 0=
Ir
wiz
C0 Q
Ir
U) c�
= d p
0 Z w
Errr Ir
QOM
w
J
Z O W
OZD
0 -0
O
Z z 0
W
Og=
Y � H
0 0 LL
p p O
Y co Q
= Z
H0
00FF
~0
T- C0
00=
Ir �H
IL
Owpw Er
IL
00
N
O
V
O
N
M
Z
Q
C0
Ir
Ir
0
Q
w
J
LL
NGS ON-3
OAr
-X X X X X X X X X X X
6' CHAINLINK SECURITY FENCE
X X X X X X X X X X X X X X X X X X X
OD
.F.
i
I
INV =25.94' '
1
_ _ f CO ❑ (2)HVAC
r 1 6' CHAINLI K-,S -',URITY FENCE dp SS ~- SS Ij
- X X X X X X '" X X X X X— X X X X X S-
1
i
(
I
-XIS 6" ORNAMENTAL TREE
I
NOW OR FORMERLY
KENNETH WALTERS
405 CENTER STREET
LOT 10 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 29 RAGS 139
NOW OR FORMERLY
CENTER STREET PARTNERS
403 CENTER STREET
LOT 9 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 29 PACE 139
NOW OR FORMERLY
CENTER STREET PARTNERS
403 CENTER STREET
LOT 8 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 25 PACE 29
r
I
Na
30 0 10 20 40 '
1 inch = 20 ft.
a -089 -- I
Cn
rn
VJ
W
J
Q
C/)
O
W
U
Z
Q
W
Z
O
U
Z
O
Q
O
U
W
Ir
Z
0
U
U)
Z
0
U
Ir
0
LL
0
W
U)
Q
W
W
0
Z
Q
Z
J
W
rr
n
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
NC LICENSE NO. F -0374
PROFESSIONAL SEAL
m
z
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
0
DRAWING NUMBER:
30F8
Z
0
Q
O
Z
r
�
J
O
J_
6' CHAINLINK SECURITY FENCE
X X X X X X X X X X X X X X X X X X X
OD
.F.
i
I
INV =25.94' '
1
_ _ f CO ❑ (2)HVAC
r 1 6' CHAINLI K-,S -',URITY FENCE dp SS ~- SS Ij
- X X X X X X '" X X X X X— X X X X X S-
1
i
(
I
-XIS 6" ORNAMENTAL TREE
I
NOW OR FORMERLY
KENNETH WALTERS
405 CENTER STREET
LOT 10 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 29 RAGS 139
NOW OR FORMERLY
CENTER STREET PARTNERS
403 CENTER STREET
LOT 9 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 29 PACE 139
NOW OR FORMERLY
CENTER STREET PARTNERS
403 CENTER STREET
LOT 8 CENTER STREET
INDUSTRIAL PARK
PLAT BOOK 25 PACE 29
r
I
Na
30 0 10 20 40 '
1 inch = 20 ft.
a -089 -- I
Cn
rn
VJ
W
J
Q
C/)
O
W
U
Z
Q
W
Z
O
U
Z
O
Q
O
U
W
Ir
Z
0
U
U)
Z
0
U
Ir
0
LL
0
W
U)
Q
W
W
0
Z
Q
Z
J
W
rr
n
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
NC LICENSE NO. F -0374
PROFESSIONAL SEAL
m
z
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
0
DRAWING NUMBER:
30F8
Z
0
Q
O
Z
�
J
O
J_
Cc
W
W
m
m
z
U
0
Ir
m=
w
Y
a�
o
Z
Q°C�0
p
O
0
mOZz
U
U)
w
LU
W
J
z
O
Ir
3
z
W
LLJ
w
LU
-10
ZV
a
Q
00
0
b)
WKD PROJ. NO.:
20130217.00. RA
z
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
0
DRAWING NUMBER:
30F8
Q
Z
�
J
J_
Cc
0
W
m
m
z
U
W
m=
Y
a�
o
Q°C�0
0
mOZz
U
w
W
J
z
O
3
z
W
LLJ
w
-10
ZV
a
00
m
�
a
bi
bi
J
Q
~
Z
Z
U
LU
Ir
°
�
D
WKD PROJ. NO.:
20130217.00. RA
PROJ. MGR.:
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
MARCH 2014
DRAWING NUMBER:
30F8
WKD PROJ. NO.:
20130217.00. RA

Ir
0 c
Cj
C') W d W
pOo
�JU
pzw
Q0�
Z p
WWo
� J
m
U=
oom
p
a
� 0
=�o
-w
Ozw
c -p
ZoC0
Z
Zo60
z
Dom
W Y J
= J
~ p =
LL C0
0YJ
�
w
D LL (n
Er Op
ZZQ
0coIr
Z
0 H
0 Z Z
0ED0
Ir C()
EL
W�
Q
I z
b 0
>00
Ir
Wiz
w�Q
Ir
U) c�
T- [L
0 Z W
ErrrIr
Qom
w
J �_:
Z O W
OZD
U -U
O
Zz0
W
Og=
Y � H
U LL
E 00
Y u Q
= Z
00FF
~0
T- C0
00=
Ir �H
EL -1
00 LL
EL
N
V
ri
N
v
0
N
rn
M
Z
Q
C0
Ir
Ir
0
Q
W
J
LL
co
4�
I
I
I
I
C
I
I
YELLOW SAFETY TAPE
CONSTRUCTION STAGING AREA
OW
NOW OR FCRMERL Y
CENTER STREET PARTNERS
403 CENTER STREET
LOT 9 CENTER STREET
INDUSTRIAL PARK
PLAT ROOK 29 PACE 139
NOW OR FORMERLY
CENTER STREET PARTNERS
403 CENTER STREET
LOT 5 CENTER STREET
INDUSTRIAL PARK
PLAT ROOD 25 PACE 29
Know what's below.
Call before you dig.
PROP LOG GRADE J ­ - %.,L^10 TOE PROTECTION STABILIZATION. - SEE
CONTROL SET AT OF BANK WALL.
GRADE BANK BACK 2:1 STREAM INVERT SEE DETAIL SEE DETAIL 1 -6. PLANTING /SEEDING
PROVIDE 30 SY OF COIR FIBER MATTING A -5• TABLE BELOW FOR
TO ENSURE BANK STABILIZATION. ELEVATION 21.8'. SEE DETAILS.
SEE DETAIL 2 -7. DETAIL 2 -6.
BANK STABILIZATION PLANTING REQUIRED IN
THIS ZONE. SEE PLANTING /SEEDING TABLE
BELOW.
PLANTING /SEEDING TABLE QUANTITY ESTIMATE
®
SOD - BERMUDAGRASS
TOTAL AREA:5,740 SF
DETAIL SUBMITTED IN 90% DESIGN
SUBMITTAL ONCE SOD TYPE IS VERIFIED.
\
BANK STABILIZATION PLANTING
SEE DETAILS 1 -8,
MH
TOTAL AREA:1,330 SF
2 -8, 3 -8 AND 4 -8
DRAWING NUMBER:
40F8
MULCH STABILIZATION
DETAIL SUBMITTED IN 90% DESIGN
®
TOTAL AREA:2,182 SF
SUBMITTAL AFTER CLIENT REVIEW.
NOW OR FORMERLY
PAUL & ROWENA DAIL
357 CENTER STREET
LOT 6 CENTER ST INDUSTRIAL PARK
PLAT BOOK 56 PAGE 45
TO ENSURE BANK
STABILIZATION.
SEE DETAIL 2 -7.
BANK STABILIZATION PLANTING
REQUIRED IN THIS ZONE. SEE
PLANTING /SEEDING TABLE
BELOW.
TYPICAL XS B -B -�
SEE DETAIL 4 -6 NOW ORE
QUBNTIN AL
339 CBNTB
LOT 7 CBNTB
INDUSTRI 2
®
PLATBOOK
30 0 10 20 40
1 inch = 20 ft.
U)
W
J
Q
U)
IIr
O
U)
W
U
z
Q
W
z
O
U
z
O
Q
0
O
U
W
IIr
z
O
U
U)
z
O
U
IIr
O
LL
0
�W
)
Q
W
W
O
z
i
Q
z
J
W
rr
n
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
NC LICENSE NO. F -0374
PROFESSIONAL SEAL
m
z
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
O
DRAWING NUMBER:
40F8
Z
0
Q
O
Z
�
J
0
J
W
oc
m
m
0
Ir
U
w
~
z
m
=
p
0
Y
aIr
0
U)
w
m0zzz
g
LL
tY
0
Z
U)
J
U
-
w
1:
0
Z
Q
L�
J
O
a
p
WKD PROJ. NO.:
20130217.00. RA
z
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
O
DRAWING NUMBER:
40F8
Q
Z
�
J
J
O
oc
m
m
U
~
U)
m
=
Y
aIr
0
m0zzz
g
LL
0
Z
U)
J
U
-
1:
0
Z
L�
J
O
a
zY
oa
C)
a
w
w
J
Q
~
z
z
0
w
Ir
°
�
o
WKD PROJ. NO.:
20130217.00. RA
PROJ. MGR.:
SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
MARCH 2014
DRAWING NUMBER:
40F8
WKD PROJ. NO.:
20130217.00. RA

Ir
0 c
W Uj
C') d W
p0E
�JU
p Z W
¢0�
Z
wwo
� J
�Fn
U=
0Im
C()a0
=�o
~ W
O z w
c - p
ZoCQ
Z
Zo60
z
0Om
W Y J
= J
~ p =
LL
0YJ
�
w
D LL CI)
Er O
Z z Q
0 nEr
Z 0 H
0 Z Z
OW C3'
Ir C()
IL
W
Ir
Q
b L
Lu
O
w z
C0 ¢
Er
co rd
= d p
9 Z w
Errr Ir
QOM
W
J �
Z O W
-3
OZ�
U -U
O
Z z 0
W
Og=
Y � H
U 0 LL
E p O
Y w Q
�=Z
H0
00Ir
~0
= Cl) w
00=
0J0
Owpw
N
(O
V
O
N
M
Z
C0
Ir
0
p
U
m
N
O
0
N
N
C0
C
Z
a
0
0
0
0
p
U
t
U)
p
U
m
0
0
U
0
O
O
O
0
0
N
C
.N
.9
E
U
m
U
0
U)
U
N
2
IL
0
DICKSON
community infrastructure consultants
SELECT FILL
r
NOT
■
720 CORPORATE CENTER DRIVE
■
RALEIGH, NC 27607
(t) 919.782.0495
(17 919.782.9672
T.O. SHEET PILE'
o ELEV. = +28.3'
°
'<�: -r�"
� �
°•
H.D. GALV, HELICAL ANCHOR x 30' -0" LONG
SEE PLAN FOR SPACING. WORKING /DESIGN
LOAD CAPACITY = 15 KIPS.
STRUCTURAL
D TAILS
WWW.WKDICKSON.COM
NC LICENSE NO. F-0374
HSS WALER
ELEV. = +27.3'
H.D. GALV. EXTENSION ROD SECTIONS
BY HELICAL ANCHOR MANUFACTURER,
(TYPICAL)
H.D. GALV. HSS 6x4x3 f 8
WALER AND PAD EYE PLATE
SEE PLANS AND SECTIONS FOR ADDITIONAL INFORMATION
90%
to CMI UC -30
COMPOSITE SHEET PILE
18' -0' LONG
<
MIRAFI FILTERWEAVE 300
D
SIGN SU MITTAL.
ELEV. _ +21.8'
WOVEN GEOTEXTILE FABRIC
�.
2 1 f2 "sb JET FILTER
® 6 —0" O.C.
PROFESSIONAL SEAL
7 ,
m
ELEV. _ +10.3'
TYPICAL
BULKHEAD
SECTION
1l2" = 1' -0"
5
o z
o
O
U)
0-
0 Fr
IZ
W
LU
z o
g
J
Q
0
w
U)
Ir
Ir
0
U)
W
U
z
Q
W
w
z
I�
U
z
0
Q
/o
I..L
0
z
U
0 a
LU
� �z
Z
m 01z J
0
~ U U
U
U) 00 2 uJ
Y Q� o
J
Q
0000zzz
LL D
U)
z
U) 0 J
D U
oz 0z
0
U
LL] J 0 cn
zU
O
0
'
m
a
W
Lu Lu
J
H
Q
Z
W
b z
J
LU
I
W
1
O
z
PROJ. MGR.: SS
DESIGN BY:
MH
DRAWN BY:
MH
PROJ. DATE:
MARCH 2014
DRAWING NUMBER:
Q
z
50F8
2
-
J
WKD PROJ. NO.:
W
20130217.00. RA

m
O co
Cj
C') W d W
p0E
�JU
pZW
Q0�
Z
wwo
�- J
Fn
0_w
pUm
C() IL
~ w
Ozw
Cn - 0
�oC
Z
Zo60
z
Dom
W Y J
= J
~p2
LL
0Y_j
c w
D LL CI)
Er O
Z z Q
O nw
Z
00Q
0 Z Z
0 ED
Ir C()
IL
w�Q
b 0
W E
O
w z
C0 Q
Er
co rr
2 d p
9 z W
-,rr Ir
Q0<
W
J �
Z O W
-3: �
OZD
U 0
Z z 0
W
0
Y � H
U 0 LL
p p O
Y Cn Q
�=z
�0
00E
�0
2 Z W
00_
Ir
a _j 0
ooLL
N
(O
V
O
N
M
Z
C0
Ir
0
_
2
p
U
m
a�
N
O
0
N
Cn
W
0
0
Y
0
0
p
U
L
U)
p
U
m
a
0
U
0
O
O
O
0
0
N
.9
E
a
U
m
a
U
0
U)
0
U
N
2
IL
0
NOTES:
DICKSON
1. ADDITIONAL EROSION CONTROL MATTING AND RIPRAP WILL BE REQUIRED AS NEEDED, PER THE
REMOVE EXISTING
SECURITY FENCE
community infrastructure consultants
ENGINEERS DIRECTION IN
SPOT LOCATIONS TO STABILIZE THE CHANNEL BANKS.
CONCEPTUAL CHANNEL GRADING
REPLACE EXISTING
720 CORPORATE CENTER DRIVE
FACING DOWNSTREAM
SECURITY FENCE 8 FT
RALEIGH, NC 27607
FROM BUILDING
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
EXISTING FENCE
ELEV. 30.7
NC LICENSE NO. F -0374
VARIES
TYPICAL BULKHEAD SECTION
QA
✓�
_
Q
18.0
ft
3 ft
ONSLOW COUNTY
ABC OFFICE AND
2:1 SLOPE
9 ft WAREHOUSE
MAX
12"
UPPER SLOPE TIE —IN: 30.6'
8 ft
/
GRADE FOR POSITIVE
/\
EXISTING
CHANNEL
DRAINAGE.
VARIES
BANK
PROFESSIONAL SEAL
\
_
y. -
+�
TOP OF WALL 3-
• J.
12" TURN DOWN GEOTEXTILE FABRIC
_
•�.r`� - ELEVATION: 28.3'
_ .
ZONE 1 PLANTING
\
\ \
100YR WSE: 25.88'
�•• • � r
- PROPOSED 4 HDPE ROOF DRAIN
/
-
OUTLET OVER WALL TOP
\ \
/
ys
BACKFILL
\ \ \
CLASS B RIP RAP 2:1 MAX
WITH APPROX 18 -24" OF BANK REMOVAL
STREAM
EXISTING CHANNEL BANK
\ \ \
WIDTH VARIES DEPENDING ON
\ \ \ \
ELEV: 21.8'
-
EXISTING
LOCATION
\ \ \ \ \ \ \ \
\ \ \ \ \
/ / /
CHANNEL
BANK
z
12 / /
\ \ \
GEOTEXTILE FABRIC
-
'ry• _
O
o
\ \\ \\ \\ \\ \
_
CLASS B
RIP —RAP
U
Lu U
/ / / / \ ,` \ \\ \ \\ \ \\ \��\ //
`. ••. °^'
SPANNING 4'
z Cl)
ADJACENT TO
Ill
0 0
/ \ \ \ / \ \� \ \\ \ \ / \ \ / \ \/
WALL.
U)
Q
0 � \ //X \//� \ / \ /�\ /� \ /� \ /� \ /� \ / \ \i \ /\ /
TYPICAL XS A
—A
owc
3
�
O
6 NOT TO SCALE
RIP —RAP TOE PROTECTION
6 NOT TO SCALE
U)
W
U
z
Q
W
w
Q
z
O
CONCEPTUAL CHANNEL GRADING
1 1 1 1 1 1 1 1
FACING DOWNSTREAM
U
�—
z
-
REPLACE EXISTING
SECURITY FENCE
ADJACENT TO
Q
0
✓�
9
�
PARKING LOT
Ir
O
z
�
U
o
—�
ZS E PLANTING
W
~ Z
E DETA 1-8
1=
EXISTING
0.2' MAX
< 0
STREAM BED
FLT
z
m O 0r
ELEVATION: 21.8'
S
100YR WE:
m
J
O
EXISTING 27.14'
U
m
U
B CHANNEL
2 Q
Y QBANK �
., - <�•
W
Z
a O
mOzz �
LL Q
w LLi m
.
- .
U)
cn 0 J W
EXISTING CHANNEL DUCKBILL ANCHOR
-
_ _
z
U J z
_
BED MATERIAL 3' MIN. DEPTH
SOW
_ :,
_ .1
_
O ?� W
O
- 3 INSTALL LIVE STAKES
• AND BARE ROOT
�''
U
Z Z (�
W 0 O
SECTION A —A EXISTING TOE
' .•
v PLANS PER DETAILS
U) U)
STREAM BANK OF CHANNEL
A A
"
--
1/8 -3/8.
Q Y
Z
O
..
o U
- LINE BANK WITH COIR
FIBER MATTING AS
I..L
Q
U
_ SHOWN IN DETAIL
• °`
m
1.50 — 2.50
_
1/6.
Q
iLi li.i
LU
>
30 �> DIA., 15 LONG
B
:
ELEV21.9'
_ _
EXISTING
H
Q —
z
^
U)
Q
HARDWOOD LOG
0.20 MAX
°-
CHANNEL
z
_
BANK
w _
J
PLAN VIEW
W
NOTES:
PROPOSED DUCKBILL 1. CROSS LOG SHOULD BE
AT LEAST 30 INCHES IN DIAMETER AND A MINIMUM OF 15 FEET LONG.
O
STREAM
BED ANCHOR
z
PROD. MGR.: SS
DESIGN BY:
MH
ELEVATION 3' MIN. 2. CROSS LOG IS TO BE NOTCHED IN CENTER TO ALLOW FOR STREAM BASE FLOW.
DEPTH 3. ALL LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOODS.
4 TYPICAL XS B —B
DRAWN BY:
MH
PROD. DATE:
MARCH 2014
SECTION B —B 4. BANKS SHALL BE LIVE
STAKED WITH 2 ROWS ON 8' CENTERS, STAGGERED.
NOT TO SCALE
g
DRAWING NUMBER:
Q
2 LOG
6
GRADE CONTROL
NOT TO SCALE
z
60F8
2
J
WKD PROJ. NO.:
LU
20130217.00. RA

Ir
O co
Cj
C') W [L W
pOo
�JU
pzw
¢0�
Z0
wwo
X00*
U=
0cm
C()a0
~ w
0zw
Cn - p
�oCQ
Z U Z
Z�0
z
°Om
W Y J
= J
LL
CO
0Y-j
c w
D LL CI)
Er 0
Z z Q
O nEr
Z �-- H
0 Z Z
0ED0
w�Q
o� 0
W E
O
Ir
W Z
CO
corgi
= d p
9 z w
Errr Ir
QOM
W
J
Z O W
-3: �
OZD
U -U
O
Z z 0
W
Og=
Y � H
U 0 LL
E p 0
�e w
� =z
�0
00E
��0
= z w
oo=
IL -1
ooLL
M
N
(O
v
0
N
CA
z
CO
Ir
O
T-
0
m
N
0
0
N
N
CO
W
d
0
0
0
0
0
U
rn
U)
p
U
m
_
0
0
U
0
O
0
0
0
o2
0
N
C
.N
.E
U
m
¢
U
0
U)
U
N
2
IL
0
GENERAL NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTENANCE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
NOTES:
WK
DICKSON
AREAS OF CONCENTRATED FLOW
1.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. FOR REPAIR OF SILT
FENCE FAILURES USE 2.
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
3
4. STONE OUTLETS SHALL BE PROVIDED AT ALL
LOW LYING POINTS. LOCATIONS OF STONE
OUTLETS HAVE BEEN INDICATED AT MAJOR
LOW LYING AREAS. CONTRACTOR RESPONSIBLE
FOR LOCATING AND INSTALLING OUTLETS AT
THESE AREAS AS WELL AS LOCAL LOW LYING
FILTER BARRIERS SHALL BE INSPECTED BY THE
CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND
AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHAL L BE MADE IMMEDIATELY.'
SHOULD THE FABRIC DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED
USABLE LIFE AND THE BARRIER STILL IS NECESSARY,
THE FABRIC SHALL BE REPLACED PROMPTLY.``
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
DEPOSITS REACH 05 FEET ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
/
:;
}' ':
:;
'•1•
•��� ••
"� �:•`•'.••'•.
— _ : ;.. °:, °'::::•: ; I I I= III =I
_ == III =III '' : ` s ::;:': ;, I
12" - III —I I —I I —I I =•;w: :; :.: I —I I I I— III —I
_ II III III
—I I I —I I I —I I I —I ;•'• WIT III
I I I =1 11 =_I 11 =_III '::' :r. , I I=
I �I
D /p�� 7-
y;' .' :;'`' -' :'';: -'• -' f / �O� O
.'? ''' "` F
,f.' :''; �. ;:;'•.:; • ,•
,.
'�; `.; .': ':'.
= 'r ~ ';
I '.;'; :.Y''
—
..
— — — — — - �•�.��••� �..`
I =I I =I I =I I =III- ;'..r:...
I =I I =I I iI I, ; III _- = _
_ _
I —I I, —.I I I —__—
=III-
-1 I =I I =I I I =I I I =I I I =I I =I I =I I =I I= :.:,:mac` ;:::' :__
=I I =I I =I I =I I =I I =I I =I I =I I =I I: ,= :.:; '•: :- I =I _— _
FL Ow
—_ - -� 6°
O STAKE
AT 1
1' INTERVALS
O
O
'`�°?' '`
G ��� •
V
Q =
I I I I I =I I =I I =I Ii 4"
I I I= III = III =I I;
—I I ___
- III — III —III III — III —I I-
,
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
t 919.782.0495
(fl 919.782.9672
WWW.WKDICKSON.COM
_
NC LICENSE NO. F 0374
SPOTS.
I �— III —III— _ I,
__
I I MI I MI I I
— III — III — III — III — III —III —I I I —I I I ____
_ _ _ _
-I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I —_ —_—
____ __
1- III —III I I I I —I I I —I I I=
I I— III —III I I I I—� I I-
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK
OF SILT FENCE (WITHIN 5 FT.) WHEN GRADING
IS ADJACENT TO SWIM BUFFERS (REFER TO
SWIM BUFFER GUIDELINES).
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
I I i iI , —,III III —I I
STONE OUTLETS STAKE
SILT FENCE AT 1' 6° 12"
INTERVALS
SEDIMENT
CONTROL � f 1 - 6 MIN
J STONE FIGURE 1 2
Fes_ 1 3' MAX TOE SLOPE ANCHOR
I I_I I I— III —I I —I I —I I —III III 11 III —I III —I I I
' 1 ; ,II I „ II I II i V III I VIII I II I II I II I I I II ,I I IIII I I III I I 1 I I
; IiI
6„
FIGURE 2
INTERMITTENT CHECK SLOT /
—I II
I
START NEW
ROLL IN
C
HECK SLOT, OVERLAP
MINIMUM 1'
11.
4,
FIGURE 3
TOP OF EMBANKMENT /BANK
TERMINATION
PROFESSIONAL SEAL
TRENCH
BEGINNING OF NEW ROLL
MIN. 10 GA.
LINE WIRES
IN TA ED TO ECO D
MIN. 12-1/2 GA. STRUCTURAL
INTERMEDIATE STONE
WIRES NOTE,
STRUCTURAL STONE SHALE BE (CLASS 'B')
STONE FOR EROSION CONTROL PURPOSES INSTALLATION NOTES:
GRADE SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO, 57 STONE. SITE PREPARATION
ANCHOR MAT USING BIODEGRADABLE STAKES OR BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP
PINS. ENDS MINIMUM OF 1'.
COIR FIBER MATTING MUST MEET OR EXCEED THE
FOLLOWING REQUIREMENTS:
0 100 % COCONUT FIBER (COIR) TWINE WOVEN INTO
r
m
GRADE AND COMPACT AREA.
EXCAVATE INITIAL ANCHOR TRENCH 12 "X6" STREAM BANK MATTING TO BE INSTALLED
ACROSS TOE OF BANK AT THE LOWER END OF TOE OF BANK TO TOP OF BANK.
FROM
SEE FIGURE 3
A HIGH STRENGTH MATRIX.
0 THICKNESS - 0.35 IN. MINIMUM.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
z =
o � �
I _ o FILL SLOPE
``� to 04
5' -0" ,-�.' :
MIN.
0 8" MIN. COVER
C-4 OVER SKIRT *
i
ANCHOR SKIRT AS
DIRECTED BY ENGINEER *
2'
_ SILT FENCE _
9M
TOP
VIEW
SILT FENCE
REMOVE ALL ROCKS, CLODS, VEGETATION, AND
OBSTRUCTIONS SO THAT MATTING WILL HAVE
DIRECT CONTACT WITH THE SOIL.
PREPARE SEEDBED BY LOOSENING 3 TO 4
INCHES OF TOPSOIL ABOVE FINAL GRADE.
POST
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES
APPLY ANY TREATMENT SUCH AS LIME OR
_ _ FERTILIZERS TO THE SOIL IF NEEDED.
DO NOT MULCH AREAS WHERE MAT IS TO BE
INSTALLED.
SEEDING
SEE SHEET 8 FOR SEEDING REQUIREMENTS.
APPLY SEED TO SOIL BEFORE PLACING MATTING.
INSTALLATION - STREAM BANK
SEE GRADING NOTES ON SHEET 4 FOR
INFORMATION REGARDING WHAT AREAS ARE TO
EACH AREA TO RECEIVE EROSION CONTROL FOR TERMINATION AT TOP OF BANK AND FIGURE
MATTING. ANCHOR TRENCH TO BE A MINIMUM OF 1 FOR INITIAL ANCHOR TRENCH AT TOE OF BANK.
1' OFF OF TOE OF BANK. SEE FIGURE 1 FOR
TOE SLOPE ANCHOR TRENCH. SEE FIGURE 3 FOR TERMINATION AT UPSTREAM
PLACE x CHECK SLOTS AT 30' INTERVALS END.
ALONG THE BANK. SEE FIGURE 2.
T
CUT 4 x 4 TRENCH ALONG TOP OF BANK FOR
MAT TERMINATION AS SHOWN IN FIGURE 3.
EXTEND MAT 3 FEET PAST TOP OF BANK.
BEGINNING AT THE DOWNSTREAM END OF THE
AREA TO BE LINED, PLACE THE END OF THE
ROLL IN TOE SLOPE ANCHOR TRENCH AND
SECURE WITH BIODEGRADABLE STAKES OR PINS.
SEE FIGURE 1.
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH
WITH A MINIMUM OF 3" OVERLAP. SECURE WITH
BIODEGRADABLE STAKES OR PINES, BACKFILL
ANCHOR TRENCH, AND COMPACT SOIL.
UNROLL MAT OVER COMPACTED ANCHOR TRENCH,
STOP AT NEXT CHECK SLOT OR TERMINAL
TENSILE STRENGTH - 1740 LB /FT MINIMUM
SHEAR STRESS -4.5 LBS /SQFT
FLOW VELOCITY- OBSERVED 12 FT /SEC
0 WEIGHT - 23 OZ /SY
SIZE - 9.84FT X 165 FT (180 SY)
"C" FACTOR - 0.002
OPEN AREA (MEASURED) - 48%
SLOPES - UP TO A MAXIMUM OF 1:1
LJ J
p z
oC O
O
U
LU U
z o
O
>
LU
oC
J
Q
0
..
(n
w
U
SIDE VIEW
RECEIVE EROSION CONTROL MATTING.
ANCHOR.
z
Q
1' - 6' MIN
� FRONT VIEW
SILT FENCE
7 NOT TO SCALE
OVERLAP ADJACENT MATS 3" AND ANCHOR
EVERY 12" ACROSS THE OVERLAP. THE
HIGHER ELEVATION MAT SHOULD BE
PLACED OVER THE LOWER ELEVATION MAT.
EDGES SHOULD BE SHINGLED AWAY FROM THE
FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH
A MINIMUM OF 3" OF OVERLAP.
STAPLE AT 12" INTERVALS ALONG OVERLAP.
FOLD AND SECURE MAT ROLLS TIGHTLY INTO
CHECK SLOTS. LAY MAT IN CHECK SLOT, FOLD
BACK AGAINST ITSELF, ANCHOR THROUGH BOTH
LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE
w
o
O
zj
>
z
0
U
DO NOT STRETCH TIGHT.
ROLLING MAT UPSTREAM. SEE FIGURE 2.
z
0
2 COIR FIBER
MATTING DETAILS
NOT TO SCALE
Q
0
Ir
0
z
A
�OpO
P�
so.M�N
NOTE:
CONTRACTOR RESPONSIBLE FOR REMOVAL
AND REPLACEMENT OF TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE WHEN WORK
DICTATES THAT ENTRANCE BE DISTURBED FOR
SEWER REALIGNMENT, REPLACEMENT, ETC. PLAN
COARSE AGGREGATE
STONE SIZE 2"-3"
Z
�
�P���Q� \
���`� �/A
/
DIVERSION
RIDGE PUBLIC
00 ROAD
GRA�
15'
I I_
GEOTEXTI LE
—I �
FABRIC
SECTION A -A
INSTALLATION
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE.
IF THE SLOPE TOWARD THE ROAD EXCEEDS 2 %, CONSTRUCT A RIDGE, 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES ACROSS THE
FOUNDATION APPROXIMATELY 15 FT FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD.
PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED.
PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
U
LU
0 a
Z J
m 0 °C <
Q °° U w
W 00 = °
Y Q 0
z
Q°C 0
m LL D LLI 0
D U
z 0 \0
J z
--I
0
Q z Y °
00
U
m
L Q LLI
LI 2 J
H
z
0
LU Z
O Q
p
PROJ. MGR.: SS
DESIGN BY: MH
z
0
U
O U
0
LL
w
Q
J
w
0
z
3 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
7 NOT TO SCALE
DRAWN BY: MH
PROJ. DATE: MARCH 2014
DRAWING NUMBER:
Q
z
70F8
J
WKD PROJ. NO.:
L L1
20130217.00. RA

Ir
0 c
Cj
Z W d W
pOo
�JU
Z W
Q0::,
Zo
o
��
Fn
U=
00m
0
a
� 0
=Lo
_W
ozw
c -o
ZoCQ
Z
Zo60
z
Dom
W Y J
= J
LL CO
0 J
c W
D LL (n
Er Op
Z Z Q
0 nm
Z l__ H
0 Z Z
0 W 0
Ir
W�
a
°C�Z
Ci l__0
>00 FF
Ir T_
W�_Z
CO
Er
�
<
=ao
0 Z W
-,rrIr
Qom
W
J l_
Z O W
:3: :�-
OZD
U —U
0
Zzo
W
o�=
Y � H
U 0 LL
E 0 0
�eco Q
�=Z
�0
ooFF
I_ U
=
CO W
00=
Ir ��
aJ0
ooLL
IL
0
0
v
N
(O
v
0
N
rn
c�
Z
CO
Ir
O
_
W
J
LL
STREAM PLANTINGS — SHORT SHRUB
Scientific Name
Common Name
Zone 1
Cephalanthus occidentalis
Button Bush
Itea virginica
Virginia willow
Viburnum dentatum var. lucidum
Southern arrowood
viburnum
Sambucus canadensis
Elderberry
Physocarpus opulifolius
Ninebark
Ilex verticilatta
Winterberry holly
Corpus amomum
Silky dogwood
Aroma arbutifolia
Red chokeberry
Viburnum dentatum var. lucidum
Southern arrowood
viburnum
Ilex verticilatta
Winterberry holly
Aroma arbutifolia
Red chokeberry
Symphoricarpos orbiculatus
Coral berry
Callicarpa americans
Beautyberry
CONSTRUCTION NOTES:
ALL PLANTING AREAS
EROSION CONTROL MATTING SHALL NOT BE CUT
WITH PLANTING IMPLEMENTS. THE SMALLEST
OPENING NECESSARY TO ACCOMMODATE EACH
PLANT SHALL BE CUT INTO THE FABRIC USING A
SHARP KNIFE OR SHEARS.
PLANT ZONE 1
PLANTS SHALL BE INSTALLED IN STAGGERED
ROWS. PLANT SPACING FOR ZONE 1 SHALL BE
APPROXIMATELY EIGHT FEET (8.0') ON CENTER
WITHIN ROWS WITH A SPACING OF FOUR FOOT
(4.0') BETWEEN ROWS. 50 PERCENT OF ALL
PLANTS USED SHALL BE FROM ONE GALLON OR
LARGER CONTAINERS AND 50 PERCENT FROM
LIVES STAKES OR BARE ROOT WOODY VEGETATION.
AT LEAST 50 PERCENT OF PLANTS IN ZONE 1
SHALL BE A SHRUB SPECIES. CONTRACTOR
SHALL SHALL PICK 4 TYPES OF TREES AND 4
TYPES OF SHRUBS FROM THE LISTS ABOVE.
1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON PLAN. THE CONTRACTOR MAY
MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD
CONDITIONS. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER.
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC /INVASIVE VEGETATION.
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR ADJUSTED WITH THE APPROVAL OF THE ENGINEER.
4. PRIOR TO ROUGH GRADING STREAM BANK, HARVEST AND STOCKPILE THE TOP 6 INCHES OF TOPSOIL.
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO ALLOW FOR THE APPLICATION OF
STOCKPILED TOPSOIL.
6. STABILIZE GRADED BANKS WITH SEED AND MULCH.
7. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S INSTRUCTION.
8. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS SHEET.
BANK STABILIZATION PLANTINGS
Q NOT TO SCALE
Scientific Name
SEEDING
MIXTURE
20 Ibs /acre of: SEE CHART
Andropogonglomeratus
Bushy Broomsedge
SEEDING
OPTIMAL SEEDING MONTHS:
Sedge, Fringed
5%
DATES
NOVEMBER, FEBRUARY, OR MARCH
5%
Carex stncta
SEEDING
Temporary seeding will be required on all stream
Elymus virgiracus
Virginia Wildrye
25%
restoration areas disturbed following all land
Purple Lovegrass
10%
AMENDMENTS
disturbing activities.
5%
Panicum clandestinum
Deenongue
All soil in planting areas shall be tested and the
Panicum virgatum
Switchgrass
10%
rote of fertilization and lining shall be in
Little Blue Stem
10%
Tripsacum dactyloides
accordance with the teat results.
10%
The planting of any species of fescue grass along
Total
1
100%
or adjacent to streams and channels is prohibited
unless otherwise approved by the Engineer.
All areas shall be mulched for erosion control upon
completion of construction activities or as directed
Scientific Name
Common Name
Percent Mix
Andropogonglomeratus
Bushy Broomsedge
5%
Carex crinita
Sedge, Fringed
5%
Carex lunda
Sedge, Shallow
5%
Carex stncta
Sedge, Tussock
5%
Elymus virgiracus
Virginia Wildrye
25%
Eragrostis spectabilis
Purple Lovegrass
10%
Muhlenbergiacapillans
HairawnMuhly
5%
Panicum clandestinum
Deenongue
10%
Panicum virgatum
Switchgrass
10%
Schizachynum scopanum
Little Blue Stem
10%
Tripsacum dactyloides
Eastern Gamagrass
10%
Total
1
100%
GENTLE SLOPES STEEP SLOPES
MIXTURE
Scientific Name
(unecarified after August 15)
Seeding Rate
FALL:- August 25 — October
FALL: August 25 — October 15
Apply at 25 lb /ac
Late winter. February 15 — April 15
Late winter. February 15 — April 15
SEEDING
Winter Rye
Seed Mix B — Summer (Select at least 2)
Panicum ramosum
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagross►
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
fertilizer.
fertilizer.
NOTE 1
by the Engineer. Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
NOTE 1 cover sufficient to restrain erosion must be planted or provided within 14 working.
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 14 calendar days. NOTE 2
NOTE 2
Graded slopes and fills-- Within 7 calendar days, or completion of any phase of grading, whichever period is shorter, slopes Graded slopes and fills -- Within 7 calendar days, or completion of any phase of grading, whichever period is shorter, slopes
shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion. shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
SEEDING 100 Ibs /acre tall fescue
80 Ibs /acre of tall feaue
A PERMANENT SEEDING FOR STREAM BANK STAB IMZATION C PERMANENT SEEDING SCHEDULE
NOT FOR USE IN CHANNELS
TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
Seed Mix A — Winter (Select at least 2)
Scientific Name
Common Name
Seeding Rate
Echinochloa frumentacea
Japanese Millet
Apply at 25 lb /ac
Hordeum sp.
Barley
Secale cereale
Winter Rye
Seed Mix B — Summer (Select at least 2)
Panicum ramosum
Browntop Millet
Apply at 25 lb /ac
Pennisetum glaucum
Pearl Millet
Setaria italica
German Foxtail Millet ( Foxtail
bristlegrass)
October through April Plant Winter Mix
February 15 through April Winter Mix and Replant with Summer Mix in May
May through September Plant Summer Mix
July 15 through September Summer Mix and Replant with Winter Mix in October
SEEDING
MIXTURE
40 Ibs /acre of German millet
80 Ibs /acre of tall feaue (NOT TEMPORARY)
120 Ibs /acre Rye (groin)
80 Ibs /acre tall fesue (NOT TEMPORARY)
PLANT SPECIES:
May 1 — August 15
October 25 — December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 — February 15,
DATES
add 50 Ibs /acre of annual Kobe lespedeza*.
Apply 4000 Ibs /acre straw or equivalent
Apply 4000 Ibs /acre straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
fertilizer.
fertilizer.
DO NOT USE ON CHANNELS
NOTE 1
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 14 working days.
NOTE 2
Graded slopes and fills -- Within 7 calendar days, or completion of any phase of grading, whichever period is shorter, slopes
shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
B TEMPORARY SEEDING AND MUEC HHSG p SEEDING SCHEDULE
FOR STREAM BANK STAB IMZATION (SEASONAL)
NOT FOR USE IN CHANNELS
3 SEEDING DETAILS
Q NOT TO SCALE
NOTE:
LIVE STAKE
PLANT SPECIES:
Scientific Name
Common Name
Corpus amomun
Silky dogwood
Salixsericia
Silky Willow
W I
30" LIVE CUTTING (DORMANT)
INSTALL WOVEN COIR FIBER
MAT OVER SEED PER SEEDING
0r 1r
■
Y2 —1 Y4
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER SPECIFICATIONS
OR MANUFACTURERS REQUIREMENTS
PLANTING TO TOP
OF RIP RAP (TYP.)
IN I t:
IF USING WOVEN COIR
FIBER MAT, INSTALL
LONG STRAW MULCH
BENEATH MAT.
LIVE STAKE (IN EARTH
NOT TO SCALE
NOTES:
1. PLANT BARE ROOT SHRUBS TO THE WIDTH OF AS SHOWN ON THE PLANS.
2. DO NOT COMPACT SOIL AROUND PLANTINGS
3. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR, OR
OTHER APPROVED MEANS
4. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS TO
SPREAD OUT AND DOWN WITHOUT J— ROOTING
5. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT BY MEANS
OF WET CANVAS, BURLAP, OR STRAW
6. HEEL —IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY PLANTED
UPON ARRIVAL TO PROJECT SITE. ALL PLANTS MUST BE INSTALLED WITHIN
48 HOURS OF ARRIVING ONSITE
7. BARE ROOT SEEDLINGS MUST BE FULLY DORMANT WHEN PLANTED
TOP OF BANK
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING
BARE ROOT PLANT INSTALLATION
NOT TO SCALE
U)
W
J
Q
U)
IDC
0
U)
W
U
Z
Z
0
U
Z
0
0
U
w
IIr
Z
0
U
U)
Z
0
U
Ir
O
LL
0
W
U)
Q
W
/LU
I..L
0
Z
Q
Z
J
W
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919.782.0495
(f) 919.782.9672
WWW.WKDICKSON.COM
NC LICENSE NO. F -0374
PROFESSIONAL SEAL
m
Z
Ir o
O
W (0j
Ir w
Z p
O
0
LU
Ir
w
Q
IIIIIIII°
Z
0 Q
Z
� J
J 0 Cc
m m U J
n m= a
Y a�
W Ir
m O z 0Z C3
LL Z
W
C) J Z
� O
Z g
LiJ J O
a z�e
0a
m �
a
W bi
g J
z
U Z_
W
LY tY
� 0
PROJ. MGR.: SS
DESIGN BY: MH
DRAWN BY: MH
PROJ. DATE: MARCH 2014
DRAWING NUMBER:
80F8
WKD PROJ. NO.:
20130217.00. RA