SW8051137_APPROVED PLANS_20060728 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 it 3 7
DOC TYPE
❑ CURRENT PERMIT
4 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2006 07 22
YYYYMMDD

I f

VICINITY MAP 1" = 2000'
SCAM r-sw
SUMMARY INFORMATION
DEVELOPMENT NAME:
LOCATION:
NEW HANOVER COUNTY PROJECT NO
ACREAGE:
DENUDED AREA:
IMPERVIOUS SURFACE AREA
S.T. WOOTEN ASPHALT PLANT
SUTTON LAKE LANE
XX—XX—XXX
90.00 AC.
80.9 AC
6.03 AC
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
CRAIG M. FORTNER, P.E.
WITHERS & RAVENEL
111 MacKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
cfortner®withersravenel.com
IN
CONSTRUCTION DRAWINGS FOR
S.T. WOOTEN CONCRETE PLANT
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
JUNE 2006
SCME:1' - W
CIVIL ENGINEERS/ PLANS PREPARED BY:
WITHERS & RAVENEL
LEGEND
DESCRIPTION EXISTING PROPOSED
2' CONTOUR INTERVAL ____________________________ 18
5' CONTOUR INTERVAL ----- --' 20
jPROPERTY LINE BY SURVEY
PROPERTY UNE BY DEED
EASEMENT LINE
-
TEMPORARY CONSTRUCTION
SANITARY SEWER O
S
STORM DRAINAGE
WATERLINE -
- - - - - - - w
FIRE HYDRANT ASSEMBLY
+++-+ +-'-e
CABLE TV -
- - - - - - -
FIBER OPTIC -
- - - - - - -
OVERHEAD ELECTRICAL
--I/,-
GAS -
- - - - - - -
TELEPHONE -
- - - - - - -
FENCING STRUCTURE -
- -X - - - - -X - - O O
TOE/TOP OF SLOPE
WATERWAYS
'
WETLANDS ....
.. .. . .. .. .......... .
BUFFER --
INDEX OF SHEETS
\\\ SHT No. DRAWING DESCRIPTION
\ \\ 1 EXISTING CONDITIONS/ TREE SURVEY
\ 2 SITE PLAN
\\ \ 3 DETAILED SITE PLAN
4 SEDIMENTATION AND EROSION
CONTROL / TREE REMOVAL PLAN
5 STORMWATER MANAGEMENT PLAN/ DETAILS
6 LANDSCAPING PLAN/DETAILS
7 STORM DRAINAGE AND EROSION CONTROL DETAILS
8 GENERAL NOTES
rkm
APPROVED! 116(olic
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
, j-W f E) ri 137 AV
DEVELOPER
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
ENGINEERS i PLANNERS I SURVEYORS ATM READE DAWSON AIL2� 2006
111 MocKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com TEL (252) M-5165 _�it�R�'SllziT�
FAX [phone]M /

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EX. WATER VALVE POWERLINE � \�
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' ' / PINE \ ' I / ' `\ \ \\ \ \ \ // / I I`\ I ` \ `` \` t ♦ ` \` \\ �` ' ' '
74 / / ` `\ 1 ` '\ / \ ♦ I '
' ' .� / / I ' `\` ` \\ , rh / ,/ / / ' 11 I l \\ \\ t \\\\ \ / '' / PIC
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EXITING tfar
%� I
'----------------------- PINE FOREST
1-1 I '\ \ _ / % i ' /' --___ '' A`E \ \- ,/ / I `\`\ ` Y IY\ \\pt� 11
. W tea s yy. i
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ilArr^ I `♦ '� _' \a `♦ `, `-�`� •�`1I`
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ICURRENT OWNER: ---- PINE --- r --- I I �,• . \ -- 1
tY
--` / _ _ \
1 �' 1 _---------ART€UA-SPECIALTIES S. A. R. L. / twE, ` Y _ 7e - \.. , ` ' \I
° 4600\ HWY 421 NORTH ,'�',T 1`- ------ % / / ' ! I ' / s , - -
f `♦ }I ` ♦\ 1 \ \ \ \
', i P. 0,c BOX 37388 -' ,, i tY i'-. Poe / p Is \��- -'- I i '\ II ' \\
CHARLOTTE, NC 28237 /
'1 \ -`\ __' - - - ---- -------
1 TAX ID: RO'2400-001-001-Ob0 -
1 1 TOTAL ACREAGE 1421.75 ------
I \
\ 1 \
t\ *1T 1 /, ' ' /
i ! I FUTURE OWNER: 17Ef -----' �5.
i \I S.T. WOOTEN; CORPORATIION ----------- ., all - ---- /
1 3801 BLACK CREEK RQAO `�` '� - - 1 - ------
\` / ' `\
4 /
o
278941 % ' / % . . / / / : :1 -•�
,'' ``♦ i , ' \ \ ♦ / 1 / / i / f " ice` � / ' ' \``, \\\ _ ' 17E
PIK
PORTION DF 90.00 ACRES ' ' ' , ' / - ` { , ' 1 \ • / , • • / - \ \ `�,r:
.TOTAL 17e / / ck
I 1 i {�-- I \ 1 /! \\`r ' r I , ♦ , poi
1S r ,
' ♦ / 1 ' 1 \ PIKI ; I! I I I I ,
?IV
I I I I I I 1 r7e / PIK ' \ / / r �r I 1 1 ' I f I �' I 1
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\ EXISTNG WbODLINE ; 1
"EJC WATER
JI I •' r I 1 i 1 1 1 / r/ /, r 1 II\ \ -; I I I' 1 1' '�
\\ EX. CENTER OF PATH t 17e\
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` EX WIATERLINE�
OHE' 1 / I I I I / -� � ` 1 \ 1 1 1 i 1 \ / / / / /V Ir�IY/�'ic'i� I
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`\ I I OVERHEAD-P(�N�g_ c' .— OH t, -\ 1r n 11 ' I s r / /
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20' BUFFER (MINIMUM) --. -,-- mil. r/(ZOVIO A) i/ '-``.�.``��!?�O°'\\' `--t--I'I. \, `♦
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PDX
I --\ 1 1 ``7`/' I 1 l
OWNER
DEVELOPER
ARTEVA SPECIALTIES SAR.L.
4600 HWY 421 NORTH
P.O. BOX 37388
CHARLOTTE, NC 28237
TAX ID: R02400-001.001.000
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
FREDRICKSON ROAD
70' R\ W
GENERAL NOTES:
1. ACTUAL TREE LOCATION, BOUNDARY AND TOPOGRAPHIC SURVEY
PROVIDED BY OWNER.
2. ALL WETLANDS PERMITTING AND COORDINATION SHALL BE
PROVIDED BY OWNER.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILIITES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER
OF ANY DISCREPANCIES.
7
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Scale
Y=1W
Drawn By
Daze
CmF
0610V06
Cheeped By
Job No.
CMF
205W10
S.T. WOOTEN CONCRETE PLANT
WRMINCTON NEW HANOVER COUNTY NORTH CAROLINA
EXISTING CONDITIONS/ TREE SURVEY
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MocKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersrovenel.com
Sheet No.
1 of8

SITE DATA TABLE
nl_
0
S2503'43"E _ 1325.51 ------- _
I I
Ir-EX. CENTER OF PATH
130' R W
S25'03'43"E 1146.77 _ — —
I
BUFFER (MINIMUM) —�
50' BUFFER (PROVIDED) '
I \ I
-- --- — OHE-
_----.-------------- OVER HEAD ELCTRIC
5756 AC
SAND/MINING PIT
OHE — v v v
------------
11 y y
OHE ANA
OHE
CAROLINA0238OWER & LIGHT 1336.23--
1
PIN; 3ZONE, 1-2 '�_ 533000 �" 664.6
ZONE; I-
LEGEND
EXISTING POWER POLE
PROPOSED LIGHT �}
EXISTING WOODLINE�^
OVER HEAD ELECTRIC
DeI
W&A
Stale
r = W0'
Drawn By
Date
CMIF
06/0V06
Checked By
Job Na
CMIF
205449.10
WILMINCTON
S.T. WOOTEN CONCRETE PLANT
NEW HANOVER COUNTY NORTH CAROLINA
OHE _.
N 17'4g-(j� W
SITE PLAN
1254.76
PROPOSED
3244 AC
ASPHALT AND CONCRETE
PLANT SITE
JSPHALT PERMITTED PREVIOUSLY)
TOTAL ACREAGE 90.00 AC.
PROPOSED COMBINED PLANT SITE 32.44 AC.
SAND/MINING PIT (SEE 3 BELOW) 57.56 AC.
CURRENT ZONING 1-2
PROPOSED ZONING 1-2
EXISTING USE VACANT
PROPOSED USE ASPHALT/CONCRETE PLANT
BUFFERS
FRONT, REAR, SIDE YARD REQ'D: 20' MINIMUM
FRONT, REAR, SIDE YARD PROV: 50' (PROVIDED BY OWNER)
NEW HANOVER COUNTY PIN NUMBER:
A PORTION OF: R02400-001-001-000
1.) BOUNDARY INFORMATION PROVIDED BY S.T. WOOTEN CORPORATION.
2.) TREE LOCATION/SURVEY SHOWN PROVIDED BY S.T. WOOTEN CORPORATION,
SEPTEMBER 2005, PER NEW HANOVER COUNTY REQUIREMENTS.
3) THIS PROJECT ONLY INCLUDES THE AREA EMCOMPASSED WITHIN THE ASPHALT
PLANT LIMITS. A SEPARATE MINING PERMIT WILL BE SUBMITTED BY THE OWNER
TO THE STATE OF NORTH CAROLINA FOR THE NORTHERN PORTION OF THE SITE
AS SHOWN ON THIS SITE PLAN.
FREDRICKSON ROAD
70' R\ W
BCAI1' s 100'
S
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 Modenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersrovenel.com
909 No.
2c,8

1:

7
------------- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - ----------------- --,----_----- --------------------------------
--------
---------------------
20' BUFFER MINIMUM
---------- ----- 50' BUFFER -PROVIDED)
SAT
Ir
I, K
" PROPOSED CLEARING LIMITS/
i i '---- '`.♦ TREE PROTECTION FENCE Id Id
.♦ ,
4� ;P;4 r itINC it
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ITS---\\ �\` ______________ ` ______-' r / , / / II
' SITE AREA TO -BE CLEARED AND RUQBE '
`\
i PROPOSED 'I`ARING LIMITS: 8N AC\\
It
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PROPPSED CLEARING LIMITS/
TREE PROTECTION FENCE I / 1 ; 1
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06I0II06
Checked By
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-- 205449.10
a'. 0051ARAw-
OUR
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TR€E PROTECTION FENCE
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u
S.T. WOOTEN CONCRETE PLANT SEDIMENTATION AND EROSION
WIIMINCTON NEW HANOVER COUNTY NORTH CAROLINA CONTROL / TREE REMOVAL PLAN
EROSION CONTROL DATA
FINANCIALLY RESPONSIBLE COMPANY:
DESIGNER/ENGINEER:
CONTACT:
DEVELOPMENT TYPE:
ZONING PER REZONING CASE:
SITE AREA:
PROPOSED DISTURBED ACREAGE:
TOTAL IMPERVIOUS SURFACE AREA:
FLOODPLAIN:
SOIL TYPE:
TEMPORARY GRAVEL
B _ NTTRENAANCETION
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
252) 291-5165
ATTN: READE DAWSON
WITHERS & RAVENEL, INC.
111 MACKENAN DRIVE
CARY, NC 27511
[phone]
7040 WRIGHTSVILLE AVENUE, STE 101
WILMINGTON, NC 28403
[phone]
CRAIG M. FORTNER, PE
PROPOSED CONCRETE PLANT
PDD MAJOR
90.0 AC
80.9 AC
6.03 AC
NO 100-YR FLOODPLAIN LOCATED
ON SITE PER FEMA FIRM PANELS
3701680010D AND 3701680020D.
THE NEAREST LISTED ELEVATION
IS 81.
KUREB AND LAKELAND SAND
EROSION CONTROL NARRATIVE
ALT PLANT HAVE BEEN COMPLETED. ACCESS TO THIS SITE WILL
' ENTRANCES CONSTRUCTED ALONG SUTTON LAKE ROAD (SR
RY GRAVEL CONSTRUCTION ENTRANCES WILL BE INSTALLED AT
AND INSTALLED ACCORDING TO NEW HANOVER COUNTY AND STATE
THE SOIL LOCATED ON THIS SITE IS PREDOMINATELY MADE UP OF SANDY SOILS
WITH A VERY HIGH INFILTRATION RATE. RECENT ON -SITE INFILTRATION RATE
TESTING HAS BEEN PERFORMED BY A LICENSED SOILS SCIENTIST AND RANGES
BETWEEN 50-100 IN/HR.
THE TOPOGRAPHIC NATURE OF THIS SITE IS GENERALLY LEVEL TO SLOPING. VERY
LITTLE, IF ANY, STORMWATER ACTUALLY LEAVES THIS PROPERTY THROUGH SURFACE
RUN-OFF SINCE THERE ARE NO CREEKS OR STREAMS LEAVING THE PROPERTY,
ON -SITE INFILTRATION SYSTEMS WILL BE USED AS THE STORMWATER TREATMENT
DEVICES.
SEDIMENTATION AND EROSION CONTROL WILL BE MAINTAINED ON THIS
PROPERTY BY UTILIZING TEMPORARY CONSTRUCTION ENTRANCES AND
SILT FENCE AROUND THE PERIMETER OF THE SITE. SINCE THERE IS VERY
LITTLE SURFACE RUN-OFF, NO SEDIMENT BASINS ARE PROPOSED.
ISENERAL NOTES
ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
ALL GRADED SLOPES AND FILLS WILL BE SLOPED AT 3H:1V OR FLATTER.
SILT FENCE STAKES SHALL BE SIX FEET APART IF NO WIRE BACKING IS USED.
TEMPORARY GRAVEL SPOIL MATERIAL HAULED OFF -SITE SHALL BE DISPOSED OF IN AN APPROVED
4 CONSTRUCTION LANDFILL OR PERMITTED SITE.
� ENTRANCE
b w ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND
Y WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT.
zN FAILURE TO CONTROL SEDIMENT ON -SITE MAY RESULT IN A VIOLATION
UJWITH FINES AND A DEADLINE TO ACHIEVE COMPLIANCE.
Na THE OWNER IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ON -SITE WETLANDS.
1-
o< TOPOGRAPHIC SURVEY AND BOUNDARY SURVEY PROVIDED BY THE OWNER.
�d
h
EROSION CONTROL LEGEND
— — — — — —
TEMPORARY GRAVEL
AIR CONSTRUCTION ENTRANCE
—X—X—X—X—X—
TP TP—
m 1,(46
PPPRoN �D M�N�P`
NORTH SP��`\EN S�MM\SS o�
MPNPGEti yN P�E� Q M
131
S�
SILT FENCE
TREE PROTECTION FENCING
CLEARING LIMITS
SEDIMENT BASIN
TREES TO BE REMOVED
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 Modenon Drive Cary, Noah Carolina 27511 tel: [phone] fax: [phone] www.withersrovenel.com
/_
Al.
Sheet No.
48

I
30.3 Certifications
Prior to: the County Engineer issuing an "Authorization -to -Construct" acceptable
certifications as required by the storm water management ordinance shall be as follows:
30.3.1 Designer.'s Plan Certification
The following designers plan certification shall shown on each plan drawing sheet:
Designers Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual
Signature:
Printed Name and Title:
Date:
- Registration Number. SEAL
30.3.2 Owner's Cepcation
The following owns plan certification shall be shown on each plan drawing sheet:
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As -'the owner, I (we) accept fall
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title:
Date:
INFILTRATION
BASIN
BOTTOM
ELEVATION
2" STORAGE
ELEVATION
2"VOLUME
REQUIRED
(CF)
VOLUME
PROVIDED
(CF
BOTTO
AREA
A(
B (APPROVED
17.5
18
3510
3782
C (PROPOSED)
14
15.2
14389
24310
IMPERVIOUS
AREA
BREAKDOWN
APPROVED
APPROVED
PROPOSED
INTO MINE'
UNTRE
TOTAL AREA
1. 9
.03
3.45
66. 3
B.
ON -SITE BUILDINGS
0.00
0.04
0.02
0.00
0.(
ON -SITE STREETS
0.39
0.33
0.71
0.00
0.(
ASPHALT PLANT SITE-
0.12
0.00
0.00
3.51
03
CONCRETE PLANT SITE*
0.00
0.86
1.96
0.(
TOTAL IMPERVIOUS
0.51 0.37
1.59
5.47
0.(
` DRAINAGE AREA HAS NO OUTFALL, WATER WILL COLLECT AND INFILTRATE F
BOTTOM OF MINE
` INCULDES STOCKPILES, STORAGE YARDS, AND UNPAVED VEHICULAR ARI
Na
Revision
Date
I B
1
REV. FOR NEW HANOVER CO. COMMENTS
7 7 O6
L. CMF
2
REV. FOR NCDENR-DWQ COMMENTS
8 15 O6
CMF
W&K
Scde
r = 50'
Dmvn 0y
We
CMF
06bW06
Omcked By
Job No.
CMF
205M.10
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
Ill MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Sheet Na.
5 of 8

_ S2503'43 E 1146.77
20' BUFFER (MINIMUM)
50'BUFFER (PROVIDED) -
I
_---- _--- -- — -- — — — _ {�
----OHE --- --- OHE
OHE
V.
6
0
e • �T'� �:�ffloi
LANDSCAPE CALCULATIONS
Sutton Lake Road Streetyord:
1,665 Lf. frontage X 18 (0&1 Dist, factor)
® 1 tree / 300 s.f.
® 6 shrubs /_ 300 s.f.
Parking Area Interior -
46,814 s.f. x 8%
0 1 tree / 144 s.f.
Office Foundation Plantings -
0 14' hgt.t x 56' width x 12%
Lob Foundation Plantings -
® 14' hgt.t x 56' width x 12%
Bufferyards -
Bufferyards to be prov'd. along North &
West property boundaries.
Req'd.
Prov'd
29,970 s.f.
29,970 s.f.
100
100.
•34 trees proposed for areas
cleared due to grading and
construction. The remainder of
the street yard is to be a
600
600
protected and undisturbed 50'.
Field verify additional trees
with minimum of 3' Cal. Located
within existing
undistrubed area. Supplement
as necessary.
3,745 s.f.
3,745 s.f.
26
26
94 s.f.
98 s.f.
94 s.f.
98 s.f.
Existing Vegetation to remain undisturbed
within a 50' protective yard.
\ �' I > Landscape Notes: -
23 1. Existing regulated & significant trees have been located by field survey.
I 2. Detailed landscape plans in accordance with Ordinance requirements, will be
( submitted along with building permit application.
II� 3. Key letters refer to plant list.
4. All plants shall meet or exceed the minimum standards set forth in the "American
(' o Standard for Nursery Stock" by the American
Association of Nurserymen.
PROPOSED l
32.44 AC
ASPHALT AND CONCRETE �I� < 5. All planting beds shall recieve a min. of 4' Pine Bark mulch.
PLANT S17-E
(ASPHALT PERMITTED PR 1 EVIOUSL)) m I 6. All areas disturbed and not specified as mulched planting beds will be grassed.
III I� Lawn areas may be seeded with grass.
15 AR
7. Contractor shall use whatever method of tree staking he deems fit. However, he will
be held liable for any damages caused to tree by Improper staking methods (or
IC?
absense of staking) and is responsible for uprighting and replanting trees which
I i
A are blown over.
„J (, 8. Contractor shall warranty all trees and shrubs for a period of one year from the
date of final acceptance of the work of the landscape plan.
I45ti
9. If discrepancies or availability's are found in the plant species and/or min. sizes
r '} 165 Ice! req'd., contractor shall notify landscape architect. Substitutions may be made with
authorization as long as the plants follow the intended form and function.
FREDRICKSON ROAD County Requirements
s 70 R\ W
1. All plantings shall be curbed or otherwise physically protected from vehicular traffice.
I 2. The owner is responsible for maintaining all required plant material and planting
areas in good health and appearance. Any dead, unhealth and missing plants
1 Q must be replaced within 60 days with vegetation which conforms to the initial
4J ` planing rates and standards.
W&R
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Date
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20544910
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PLANT LIST (ASPHALT PLANT
QUA.
KEY
BOTANICAL NAME
COMMON NAME
1B
ARO
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
8
NSY
NYSSA SYLVATICA
TUPELO
34
QPH
QUERCUS PHELLOS
WILLOW OAK
123
ICB
ILEX CORNUTA 'BURFORDII 'JANA'
DWARF BURFORD HOLLY
600
MCE
MYRICA CERIFERA
WAX MYRTLE
4
INS
ILEX X 'NELLIE STEVENS'
NELLIE STEVENS HOLLY
52
PLO
PRUNUS LAUROCERASUS 'OTTO LUYKEN'OTTO LAUREL
PLANT LIST (ADDITIONAL FOR CONCRETE PLANT)
QUA.
KEY
BOTANICAL NAME
COMMON NAME
15
ARO
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
3
NSY
NYSSA SYLVATICA
TUPELO
155
ICB
ILEX CORNUTA 'BURFORDII NANA'
DWARF BURFORD HOLLY
SIZE
HT.
ROOT
3"
CAL.
12'-14'
B&B
3"
CAL.
12'-14'
B&B
3"
CAL.
12'-14'
B&B
3
GAL.
24"-30"
CONT.
30"-36"
CONT.
4'-5'
CONT.
3
GAL.
18--24"
CONT.
SIZE HT. ROOT
3" CAL. 12'-14' B&B
3" CAL. 12'-14' B&B
3 GAL. 24--30" CONT.
1�
I PRUNE ONLY 70 REMOVE ANY BROKEN, DEAD OR
DISEASED WOOD WHILE PRESERVING FORM AND
CHARACTER OF TREE; DO NOT CUT LEADER; DO NOT
PRUNE IN ORDER TO REDUCE CANOPY SIZE.
ROOT CROWN
70P OF BALL AS DUG
2-3" SHREDDED BARK MULCH,
/ 3" MINIMUM FROM TRUNK
(DO NOT PLACE MULCH
IN CONTACT WITH TREE TRUNK)
i
\ 4" BUILT-UP EARTH SAUCER A7 EDGE OF ROOT HALL
(OPTIONAL) IF PROVIDED. REMOVE PRIOR TO ONE YEAR
INSPECTION.
UNAMENDED BACKFILL
NATURAL SOIL LINE
BREAK UP EDGE OF PLANTING PIT.
l
MIN.
-� TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL
LEAVING SOIL PEDESTAL UNDISTURBED.
CU7 AND REMOVE TOP 1/2 OF WIRE BASKET, TURN
— DOWN TOP j` 1BURLAP; REMOVE ALL CORD TWINE FROM BASE OF OF TRUNK; IF NONDECRADEABLE WRAP
IS
USED, REMOVE TOTALLY..
DIG WIDE, SHALLOW PLANTING HOLE
WIDTH=3 X WIDTH OF ROOT BALL
TYPICAL TREE PLANTING
NOT TO SCALE
3" MULCH /
FINISH
GRADE
SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PARTS SOIL
(i 8-8-8 FERT.MIXED
NOTE : I �;——'I,I — \ `I II AT I LB/100 S.F.
PLANT PITS ONLY FOR T I IM-11 IIII�
SINGLE PLANTS. FOR
OTHER PLANTING PREPARE �1= T THE EN71RE BED AREA :� _ —1 MAKE HOLE 12" WIDER ON
ALL SIDES THAN ROOT
BALL DIAMETER
TYPICAL SHRUB PLANTING
TOP
OF R007 BALL AT
4" EARTH FINISH GRADE. REMOVE
SAUCER / BURLAP AND TWINE FROM
TOP 1/3 OF R007 BALL.
REMOVE CONTAINER.
� 9 / NOT TO SCALE
po
LANDSCAPE MAINTENANCE
THE
OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION
AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN
ON
THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR
ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT LIMITED
TO:
LAWN AREA
PLANT
BEDS AND SMALL ORNAMENTAL TREES
71
THE LAWN AREA WILL BE MOWED 40 TIMES PER YEAR TO
1)
ALL PLANT BEDS WILL BE SPRAYED AND WEEDED BY HAND
PROVIDE A NEAT AND UNIFORMLY FINISHED LAWN.
TO NAINTAIN THEM FREE OF WEEDS AT ALL TIMES.
2)
FOR AREAS INACCESSIBLE TO MOWERS, A STRING TRIMMER
2)
ALL SHRUBS HILL BE FERTILIZED AS REQUIRED WITH ASLOW-
WILL BE USED TO CUT GRASS TO SAME HEIGHT AS MOWER.
RELEASE FERTILIZER AT A RATE ACCORDING TO PLANT TYPE.
3)
CURB, SIDEWALK, AND BED EDGES WILL BE MECHANICALLY
3)
ALL TREES WILL BE FERTILIZED BY DEEP ROOT FEEDING WITH A
EDGED 15 TIMES PER YEAR DURING THE GROWING SEASON.
SLOW -RELEASE FERTILIZER DESIGNED TO FEED FOR TWO YEARS.
41
ALL DEBRIS WILL BE REMOVED FROM TURF PRIOR TO MOWING
4)
ALL SHRUBS AND TREES WILL BE PRUNED WITH HANG PRUNERS
AND FROM TURF AND PAVEMENT AREAS FOLLONING EDGING.
TO ENCOURAGE GROWTH AND REMOVE DEAD MATERIAL.
51
THE ENTIRE LAWN WILL BE CORE AERIFIED IN THE FALL.
5)
REPLACE PINE STRAW MULCH ANNUALLY.
6)
SEEDING AND FERTILIZATION WILL BE PERFORMED IN CON-
6)
FORMAL HEDGES WILL BE TRIMMED TO AN INVERT 'V' SHAPE
JUNCTION WITH AERIFICATION.
TO ENCOURAGE LOW LIMB STRUCTURE AND DENSE GROWTH.
7)
THE LAWN AREA WILL BE OVERSEEDED WITH A HYBRID
7)
AN I.P.M. (INTEGRATED PEST MANAGEMENT) PROGRAM WILL
FESCUE BLEND AT A RATE OF 75 POUNDS PER ACRE.
8E ESTABLISHED AND IMPLEMENTED.
W
THE TURF WILL BE FERTILIZED THREE TIMES DURING THE YEAR
LEAVES
(MARCH, SEPTEMDER, AND NOVEMBER). A SLOW RELEASE
NITROGEN PRODUCT WILL BE USED AT A RATE OF 1-2 POUNDS
1)
ALL LEAVES WILL BE REMOVED FROM THE LAWN AREAS WEEKLY
OF NITROGEN PER 100 SQUARE FEET.
AND FOUR TIMES A YEAR FROM THE PLANT BEDS. LEAVES MAY
9)
APRE-EMERGENT CRABGRASS CONTROL WILL BE APPLIED TO
BE PLACED IN ADJACENT WOODED AREAS.
THE LAWN WHEN SOIL TEMPERATURES REACH 48 DEGREES.
NATURAL AREAS
1)
NATURAL AREAS WILL BE MAINTAINED FREE OF BRUSH AND
WEEDS WITHIN THE FIRST TEN FEET OF THE NATURAL AREA.
PPPRON �oNMEN�P`
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PRELIMINARY
NOT APPROVED FOR CONSTRUCTION
WITHERS & RAVENEL
St" Na
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
6of8

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
OF BANK
I01U*1
SEED k MULCH AFTER
DIGGING SWALE — SEE
NOTE BELOW
TOP OF BANK
NOTES:
1. SIDESLOPE VARIES (3:1 MAX.), SEE PLAN FOR PROPOSED CONTOURS
2. BOTTOM OF SWALE TO BE FULLY LINED WITH AN EROSION CONTROL BLANKET
PRIOR TO SEEDING dE MULCHING.
TYPICAL GRASS SWALE
N.T.S.
Imo-' It MIN
SLOPE 2:1
MAX —� � � a
NATURAL GROUND
OR FILL OR CUT
SLOPES
COMPACTED FlLL
BERM
_te' MIN
a, MACHINE COMPACTION ALL FILL IS REOUIRETORMINATER
AL
TO DIRECT ILL SEDIMENT- LADEN
INTOVERSIONS
AIENT
STALLED PR
INTO SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO
I AND GRUBBING THE AREA (OR IN CONJUNCTION
- —
WI.WDNO
IF SE OLS AND DIVERSIONS
WITH THIS OPERATION IF SEDIMENT
I
POINT IS
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED).
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
DITCH
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED F THEY ARE TO REMAIN
IN PLACED OVER W DAYS.
19' NON FLOW
A CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEKREGARDLESS.
It MIN � � o/
TF
_L hv�
REPAIR AS NECESSARY.
mm�
BERM/DITCH
NOTES:
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS gA SEED AND MULCH DM1£RSION.TRY
NOT TO EXCEED SwHICH VELOCITIES RELUST).MAXIMUM
D. A. - 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY RROMI
APPROVED SLOPE DRAIN, BERM/DITCH IS MOST COMMONLY USED.
NO.
TEMPORARY DIVERSION BERM/DITCH
N.T.S.
I .I
E (m amm mover:
FOR COMMMUOraN
UNIX FENCE
Construction Area
DO NOT ENTER
NOTES
WARNING SKIS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS ARE TO BE r HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED.
SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN CONSTRUCTION AREA FENCE THROUGHOUT DURATION OF PROJECT.
De*w
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Dawn By
Date
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Checked By
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20544910
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CONSTRUCTION AREA FENCE
N.T.S.
2' — 3'
COARSE AGGREGATE
PLAN VIEW
4'
\AVITsmio M NCB
4'
r DO NOT ENTER
4'
SIGN DETAIL
NOTES:
n. TMRNxG RMas wmDExr To
ACCOMMOGAR URGE TIMX5 IS TO BE
PMOID00.
o. EMRANCE% SNOU D BE LOCATED ro
PRGVOC R MA%MUM UIILIW BY N.L
CONSTRUCININ VEXIClES.
6 MGST BE MwfMIM N A COMODTCN
w vu PREVENT TRACKING OR
DIRECT FLOW ONTO STREETS.
PERIODICitIPGI�Q3T9TIC WTH STONE
Su BE NECFSSNN; KEEP SOME HNIDT.
O�MTO THEROADROADMUTrrnBE CU. '� D UP
IMMEDIATELY.
'Nip
50' MIN.
��i8' DIVERSION TO DIRECT RUNOFF FROM R/W :
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.TS.
PR(
1aT NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
TREE PROTECTION
N.T.S.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NEW HANOVER COUNTY
SEDIMENT AND EROSION CONTROL DEPARTMENT.
2. SET UP AN ON —SITE PRECONSTRUC110N CONFERENCE WITH CITY
EROSION CONTROL INSPECTOR AND ENGINEER TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL TEMPORARY SILT FENCE AND TREE PROTECTION FENCING AS SHOWN ON PLANS.
4. BEGIN CLEARING AND GRUBBING OPERATIONS PER PLAN.
5. INSTALL CONSTRUCTION ENTRANCES, TREE PROTECTION, AND OTHER MEASURES AS
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
6. BEGIN SITE GRADING ACCORDING TO PLAINS.
7. INSTALL INLET PROTECTION AS SOON AS POSSIBLE:, OR WHEN GRADES BECOME FEASIBLE.
S. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
10. ALL EROSION CONTROL MEASURES SWILL BE CONSTRUCTED N
ACCORDANCE WITH STATE EROSION AND SEDIMENT CONTROL MANUAL U.S. DEPT. OF
AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, LOCAL EROSION CfSNTROL ORDINANCE.
11. THE CONTRACTOR SWILL DILIGENTLY AND CONTINUOUSLY MAINTAIN
ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT
WITH THE EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
APPROPRIATE STAGES OF CONSTRUCTION,
12. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR AN INSPECTION BY THE ENVIRONMENTAL INSPECTOR
13. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL
REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATORS, SHOULD NOW BE INSTALLED.
14. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY THE ENVIRONMENTAL INSPECTOR.
CONSTRUCTION SCHEDULE
AdER , , 5
�— STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
SILT FENCE GEOTEXTIL
x
3 FILL SLOPE
i
s
�- GRADE
- C MIN. COVER
OVER SKIRT B
EXTEND WIRE r MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER B
SIDE VIEW
NOTE:
—USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
—END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
GRADE
FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
FRONT VIEW 40'
AM I TREE PROTECTION AREA
ti+ 1 tY'
h DO NOT 04M
NOTES: WARNING SIGN DETAIL
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
N.TS.
PPp�\NPEcoMM\Sg\ON
NpRMPNPGEMp� �P\ 1 Mot
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WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
III MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.v,ithersravenel.com
shot Nn
7 D,
8

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM INFORMATION PROVIDED
BY OWNER.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIALS CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
B. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE dAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. 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.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
REMOVE SEDIMENT AND RESTORE THE 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 THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAXIMUM OF 1.5 FT BELOW THE LOW POINT OF
THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY
ABOVE THE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACE
IMMEDIATELY.
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND STABLIZE PROPERLY.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
SEEDING SCHEDULE
SCHEDULE
COMMON NAME
RURAL
RATE
URBAN
RATE
PLANTING
NUMBER
OF SEED
(lb/ac)
(lb/cc)
DATES
COMMON BERMUDA
30
30
(HULLED)3
SERICEA LESPEDEZA
50
50
(SCARIFIED) 2
MARCH 1
35
TO
AUG. 14
REDTOP
15
15
SERICEA LESPEDEZA 2
80
80
(UNHULLED, UNSCARIFIED)
COMMON BERMUDA
40
40
(UNHULLED)3
REDTOP
15
15
AUG. 15-
4
FEB 28
RESEEDING CRIMSON
20
0
CLOVER 4
RYE GRAIN
20
0
NOTES:
1) INCLUDES RURAL AREAS ADJACENT TO WELL DEVELOPED LAWNS.
2 NOT REQUIRED ON SHOULDERS, MEDIANS, ETC., AND SLOPES UNDER
5 FEET IN HEIGHT.
3 GIANT BERMUDA SEED, INCLUDING NK-37, SHALL NOT BE USED.
4 RESEEDING CRIMSON CLOVER SHALL BE INOCULATED IN ACCORDANCE
WITH SCDOT CONSTRUCTIONSTANDARDSSUBSECTION 810.05. DO NOT
PLANT CLOVER IN MEDIANS OR IN RURAL AREAS ADJACENT TO
WELL -DEVELOPED LAWNS.
5) PENSACOLA BAHIA SHALL BE ALLOWED ONLY AS SHOWN IN SEEDING
SCHEDULES 3 AND 4 AT THE RATE OF 50 POUNDS PER ACRE ONLY
WHEN SEEDING PIT AREAS THAT ARE GOVERNED BY THE SOUTH CAROLINA
MINING ACT. OTHERWISE, DO NOT INCLUDE BAHIA SEED IN THE MIX.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE
PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
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WILAINGTON
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NEW HANOVER COUNTY
NORTH CAROLINA
GENERAL NOTES
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersrovenel.com

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Do: 0.56 AC
C: 0.45
Tc: 5 MIN
110: 7.23 IN/H
Qi 0 : 1.82 CFS n
SLOPE: 1.3 23 n
V10: 1.89 FT/S n
D10 : 0.37 n
T YDS - n
T (62.4 LB/CF + 0.37 FT * 0.013 a
T : 0.29 LB/SF
USE JUTE NET TEMPORARY LINER ----------------------
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CHANNEL CALCULATIONS 1 �A
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110: 7.23 IN/H
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SLOPE: 1.5%
V10 D?3A
p : 0.9 I n
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T • 0.36 LB/SF I
USE JUTE NET TEMPORARY LINE _- - - ------ t
/ / ---
65"
' SHTW--14.6'
-
2% GRADE FOR 20'-/
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No.
Revision
Date
I B
1
COUNTY STORMWATBt REVIEW
11115/05
BKB
W&K
Scale
50'
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Date
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iiiiENTION POND 12' EARTHEN WEIR I -----------
EL.' D 16.0 k gged, /''
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,® 3.33%, - --- - ..- -_-"- -__ - - - 20' BUFFER (MINNUM)
-
RIP -RAP VELOCI INV:14.50 p}y;1' jpr
111110---- �40 RIP -RAP VELOCQY OISSIPA70R P - -. - ----- _ - - ------
_
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e e i iuc
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3,
6"DEPTH _-
Roe
24" MIN. INFILTRATION RATES (50 - 100 IN/HR)
13.5 ELE, SEASONAL HI H WATER ALI
- NFI TRATION DESIGN
FOR HIGH DENSITY
BASED IN NEW HANOVER COUNTY REQUIREMENTS ---
1" CAPTURE AND STATE REQUIREMENTS.
_
TYPICAL CROSS-SECTION THROUGH
INFILTRATION AREA-.------- -.
- - -
- --
NTS -
- -- -
- _ _-_ram_"=---------------
- _
S.T. WOOTEN ASPHALT PLANT
WIIMINGTON NEW HANOVER COUNTY NORTH CAROLINA
sf O SURf Cf 'XI NG SURF -ACE
GRASSED WER
1 6' 1
MIN PONDING DEPTH
NOTE:
INFILTRATION DESIGN BASED IN NEW HANOVER COUNTY REQUIREMENTS
FOR HIGH DENSITY ( 1" CAPTURE) AND STATE REQUIREMENTS.
TYPICAL CROSS-SECTION THROUGH DETENTION AREA
NTS
STORMWATER MANAGEMENT PLAN/ DETAILS
12"-15"
A PROVED
C ()UNA EWRONMEN AL INSTALL TEMPORARY LINER
NA EMENT COMMISSION PER MANUFACTURER'S SPECS
ISI NOFWATERQUA0 Y 1�
41 4 s l 3 % M�TYPICAL DITCH/SWALE CROSS-SECTION
NTS
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26495
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MocKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersrovenel.com
Sheet Na
5of8