20211256 Ver 1_CityofWilmington.drawings_20220324

1
S
r Temporary Welland Imps is
\
\
Twn : i,2Y
\
-
P4 p
Q I
ap
p
■ w� ■ ■ wwwlw ■ �
■ w� ■ ■ WWWNINONa a m a a� w wwwwo a a lwaww w -r' ■ a■ w
G ..
51iOn
_I_.
Legend
Temporary WaOmd FIII Impacts for New Pipe InslaBalbn (184 sq. I (<OAI ac.))
Temporary Wetlard Impacts for Conalruclbn Accros (1.1OS N. fL 10.00 ac.))
iWM Pertnaimnt Weiland rd Impacts for ftlprap Pad at New Pipe Outlet (150 sq. ft. 1'0.01 ac.1)
a a a a . a _,;_ .•
a 1
a.t
■aww� ww wawww� ww mew ww alnww wnwow so, mmgpfp w wwma a wNwomiw awwwwwa a
vnvr r
-_ GaiFlc
IL C2f AP �
434 Fayetteville St
Suite 1500
Raleigh, NC 27601
(919) 836AD40
Wep.com
PRELIMIWYNOT
RELEASED FOR
CONSTRUCTION
VL/
r
W
3
0
LLJ
J_
H
>Z
W
cLLJ
G
>
Z
OQW
�OCDZ
z
Z.4
Z��o
�J,J
sJ� i
L0Soo
Z
G
o
LL
O:
2Y��
_�
0o
W
06
Y
OZ
O
W
W
CL
WILA<11 ON
11EVi6%VA
•�W't
P4fCl#
VIpML RHZ[#�
O�N'MaY.
4B �l[[R:J9Y. [G4
n1LE
HOOKER ROAD
CAMA PERMIT
FIGURE
s1e11
2a
NO

Temporary WetlenJ Impacts
N. .{IN
l\ _
rC,
L.
d �
as
■ rrr�ees am rrr�rrrr�re rrr� r r cart
�';e
■ ed
+r—F—r—I—F,r
d
'e
Legend
Temporary Welland Fill Impacts fW New Pipe installalbn 0" sN. R. t'0.01 ac l)
Tempoary WellarW Impacts fur ConsWdbn Access 11,105 sq.410.03 ec.j)
Pelmanonl Wetland F011mpacts lar Rlprap Pad al New Pipe Ounet (7511 sq. R. I'0.01 ac.1)
l
rrr� ■ �■ ■ � e r ��' i ■ �� ■ e w r r errrF %� e�l/B� r rrr� r r � e r rrres . a ry
434 fayetteville S(
Suite 1500
Raleigh, NC 27601
[phone]
Wsp.Wm
PRELOAIMFY NOT
RELFASEO FOR
CONSTRUCTION
VL/
r
W
3
O
J
J
W
W
Z
cW
G
W
0
LY
Z
W
U z
I.-
z
O g
Z
=
W
Y
m
�
Y
°�
pz
oa
r
V)
W
W
W4 1 ON
MFYrX
BY. UB R`.C3V, fG'a
i,rlF
HOOKER ROAD
CAMA PERMIT
FIGURE
F:QFr
2b

E+1
W
VICINITY MAP
i
1 NOT TO SCALE
b
DRAWING INDEX:
I TITLE SHEET
2 GENERAL NOTES
3-10 DRAINAGE & UTILITY DESIGN
11-14 EROSION CONTROL DESIGN
Plane Prepared By: WSP USA
Ij CAD Me Path: —yl
J:UY6ei-aJDaokentl4lroGrHnOhR'M\fltlSe1\SNeI FIktUtSf024b_tIL9� HOTEAw{
Projeal Manager:
6fall Hypo, PE (City of Wilmington) Everett Gaptau, PE (WSP)
APPROVED
Role: DATE
RECOMMENDED
FOR CONSTRUCTION
DEPARTMENT I DATE SIGNATURE
ROADWAY
DRAINAGEIMIL Y
M2�7
041292 1
SEE OTHER DISCIPLINE SEAUS ON NEFPLC I II I. Note le
City of Wilmington
U.IYOf b"y
1L TON
NOND I CAROLINA
HOOKER ROAD
100% DESIGN
Hooker -Hinton -Greenville
Pedestrian & Bike Improvement Projects
January I Ith, 2022
%% N J )
434 Favetleville Street
Solt, 1500, Raleigh, NC 176CI
F- 016.9
Everett Gupton, PE
[phone]
Everelt.Guptnnr WSP.eotn
RECEIVED
FEB 2 5 NZZ
DCM WILMINGTON, NC
1 OF 14

CONSTRUCTION NOTES
GENERAL NOTES:
1. ALL CONSRUCTION SHARE. BE IN ACCORDANCE WITH CFPUA, NCDOT, MDCILY OF WRMINGI ON
TECHNICALSTANDARDS MANUAL MO STANDARD DETAILS UNLESSOTNFAW ISE NOTED.
2. CONTRARORSHALL COMPLY TOME FULLEST FXTENRWITH NE NTESTOSHA 5T4NARDSFO8
EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR TOME SUPPORT SYSTEMS, SLOPING,
BENCHING ETC AS NECESSARY FORT THESE OPERATIONS AND SHALL COMPLY WITH ALL05HA
PERFORMANCE CRITERIA.
3. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALLOCCUR PRIOR TOMY AND
ALL CONSTRUCTION RELATED ACTIVITIES.
4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCES EXIST PRIOR TO
CONSTRUCTION.
S. ALL GRADED AREAS SHALL BE SLOPED TO PREVENT STANDING WATER AND SUCH THAT AREAS POSFIIVFLY
DRAIN 10 THE INFENDED INFRASIRUCHOW
S. CONTACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL LAND DISTURBED BY CONTRACTOR TO ITS
ORDINAL GRADE AND LOCATION UNLESS NOTED OTHERWISE.
T. TOTAL PROJECT DISTURBED AREA, a6.l AC
TRAFFIC CONTROL:
1. SEE GENERAL NOTES MDTMFFK CONTROL LAYOUT ON SHEETS. -
EXISTING INFRASTRUCTURE:
1. THE CONTACTOR SHALL REPAIRALL DAMAGED INFRASTRUCTURE IN THE RIGHT-0FWAYANO RESTORE IT
TO PREVIOUS OR BETTER CONDITION.
2. EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, CONTACTOR SHAI L BE RESPONSIBLE FOR
DOCUMENTING CONDNONS OF ALL "ACING APPURTENANCES(FFNCING, DECIDING. PAVERS,
DRIVEWAYS, ETC.) THAT MY REQUIRE REMOVAL OR RELOCATION AND SHALL RESTORE IHEM TO
PREVIOUS OR BETFERCONDHLON.
3. MAILBOXES ARE SHOWN IN APPROXIMATE LOCATIONS, CONTRACTOR SHALL VERIFY AND SHOW THE
ACTUAL LOCATION ON RECORD BAWLING. CONTRACTOR IS WARNED THAT NOT AIL MAILBOXES MAY BE
SHOWN. CONTRACTOR N RESPONSIBLE FOR REMOVING AND AELOCATI W ALL MAILBOXES DEEMED
NECESSARY AND SHALL RESTORE THEM TO PREVIOUS ON BETTER CONDITION.
4. CONSTRUCTED SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ME VISUALLY IMPAIRED AND PEOPLE
W ITN MORALITY DISABILNFS. EXISTING PEDESTRIAN ROUTFSAND ALTERNATE PEDESTRIAN ROUTES
DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WIN THE PUBLIC RIGHTS Of WAY
ACCESSIBILITY GUIDELINES (MOWAGI, NIB ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED).
SUBSURFACE UTILITIES:
1, ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH HOME, CFPUA AND
CITY OF WILMIWTM DESIGN STANDARDS. DETAILS. ANDSPEOFICATIONS. IN THE CASE OF CONFUCF
BETWEEN THESE DOCUMENTS, NCWT SHALL GOVERN.
2. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY INVESTIGATIONS PRIOR TO
COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HELD VERIFICATION OF
EXISTING CONDITIONS. OBSTRUCTION, AND BIRTHS WHICH MAY AFFECT PROPOSED WORN,
3. MAINTAIN UVMIN. VERTICAL SEPARATION AT All WATER MAIN AND RCP STORM DRAIN CROSSINGS.
MAINTAIN R4' MIN. SEPARATHIN AT ALL SANITARY SEWER AND RCP STORM DRAIN CROSSINGS. INSTALL
LENGTHS THE PIPE SO THAT JOINTS ME AS FAR FROM THE CROSSING AS POSSIBLE. WHEREADEQUATE
SEPARATIONS CANNOT BE ACHIEVED, INSTALLDIP MAIERIALSANDYM A CONCRETE CRADLE HAVING 6'
MIN. CLEARANCE LPER CFPUADETAIL WS.IJTF ALL OTHER UNDERGROUND UIIUTIES SHAILCAOSS WATER
AND SEWER FACILITIES WITH IV MIN, VERTICAL SEPARATION.
4. HORIZONTAL SEPARATION BETWEEN IRE NEW WATER MAIN AND EXISTING STORM DAMNS SHALL IRE
MINIMUM OF 2 FEET,
5. HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN AND NEW SEWER LATERALS SHALL BE
MINIMUM OF ICI FEET. IF REQUIRED SEPMATION CAN NOT BE ACHIEVED BETWEEN THE SEWER
LATERALS AND NE WATER MAIN, THE WATER RAIN SHALL GE ENCASED IN A WATERTIGHT CASING PIPE
WHICH EXTENDS DISTANCE OF 10 FEET PAST THE AREA WITH REDUCED CLEARANCE ADDITIONALLY,
THE SEWER LATERAL SHALL BE DUCTILE IRON PIPE AND TESTED TO I SO P51,
6. THRUST BLOCKS SAIL BE USED AS DIRECTED BY THE ENGINEER OR ME OWNERS REPRESENTATIVE All
WATER MAIN FIRINGS AND JOINTS SHALL BE REST MINED IN ACCORDANCE WITH THE DETAILS AND
RELEVANT SPECIFICATIONS.
2. INSTALL WATER SERVICES WITH METERS LOCATED INMOOROANCE WITH CFPUASTANDMD
SPECIFICATIONS.
R. INSTALLSEWER SERVICES AT 1.OR MINIMUM SMITE WITH CLEANOUIH LOCATED IN ACCORDANCE WIN
CFPUASTANMRDSPECIFNATIONS.
9. CONTRACTOR IS RESPONSIBLE FORCONTACDNG NORTH CAROLINA"ONE CALL'CUMERAT
I.800432 494D FROM ANYWHERE IN THE CONTINENTAL UNITED STATES. OR all FROM WITHIN THE
STATE OF NAIL CAROLINA. CONTACTOR SHALL WOT48 HOURS WHILE UTILITIES AND UNDERGROUND
ACTIVES ARE. LOCATEDMD MARKED. NOTIFKAIION SHOULD BE NO UFUN N 2, BOr NO MORE THAN
10, WDILMN S DAYS BEFORE COMMENCING EXCAVATION. THE MMMNGS ME VALID FOR 15 WORKING
DAYS FROM THE DATE OF THE CALL 10 THE NOTIFICATION CENTER.
TO CONTRACTM SHALL BF RESPONSIBLE FOR MAINTAINING CONTINARY OF AR UTILITIES DURING
CONSTRUCTION.
It WATER SERVICES AND SEWER LATERALS SERVICING RESIDENCES AND BUSINESSES ARE SHOWN IN
"PROXIMATE LOCATIONS. CONTRACTOR SHALL VERIFY ACTUAL LOCATION MO SHOW THE ACTUAL
LOCATION ON RECORD DRAWINGS. CONTRACTOR IS WANED THAT NOT ALL SERVICES AND IATEMLS
MAYBE SHOWN. CONTRACTOR SHALL PROIECT OR REPLACE SERVICES AND 1AIEMLS WHETHER SHOW N
OR NOT.
12. NOTIFY THE CITY OF WILMIN FTON FIRE DEPARTMENT 48 HOURS PRIOR TO RFMOVAIJREINSTARATION
OF HYDRANTS
13. THE CONTRACTOR SHALL COORDINATE WIT N CPPUA FOR ME OPERATION OF MY WATER VALVE.
14. NE CONTACTOR SHALL SUPPORT AND PROTECT My EXISTING UNDERGROUND UTILITIES ENCOUNTERED
DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. CONTRACTOR THUA EXTREME CAUTION
WHEN WORKING IN MFAS NUR POWA LINES. TILE CONTRACIOR SHALLCOORDINATE WORMNG IN IIIE
MEA OF THE POWER LINES WITH DUKE ENERGY.
15, ANY NECESSARY HELD REVISJONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN
AND/ON PROFILE BY THE CITY OF WILMINGTON PRIOR TO CONSTRUCTION.
IS. FOR ALL WORK ASSOCIATED WIN WATER AND SEWER MAINS, CONTRACTOR SHALE COOROIMTE WITH
CFP PRIOR TO STARTING INEWORK.
16, ALL WATER SERVICES AND SEWERMTERALS DISCOVERED TO BE IN VERTICAL CONFLICT WITH THE
PROPOSED STORM DRAIN SHALL BE ADJUSTEDIRELOCATED AT NO ADDITIONAL COSTTO THE OWNER
DEMOLITION:
1. CO CNMSIULLCOMPLYTOTIIEFULLESTEXTEW"MALLRCGUTATIONSGOVEMINGIHE
DEMOLITION, REMOVAL, TMNSfOOAT1ON AND DISPOSAL MAIL DEMOLITION DEBRIS.
2. THE CONTRACTOR SHALL SAWCUT EXISTING ASPMLTAND/OR CONCRETE SURFACES PRIORIO REMOVAL
UNLESS OTHERWISE DIRECTED BY THE PROJECT INSPECTOR
3. NO ONSITE STOCKPILING SHALL BE ALLOWED FOR THIS PROJECT.
4. ADDITIONAL NOTES OR DEMOLITION. EXISTING UTILITIES, AND EXISTING SIDE CONDIRONS ARE INCLUDED
ON SHEETS V.I V.13.
TREES, SHRUBS, AND HEDGES:
1. THE CONTRACTOR SHALL HQUIL TREE PROTECTION EENONG AROUND TREES, SHRUBS. AND HEDGES
WHICH ARE NOT SLATED FOR R€MMAI,AS SHOWN ON THE PLANS AND/OR M DIRECTED BY ERE
FROIECT INSPECTOR
STORM DRAINAGE PIPE & GRADING NOTES:
1. PROIECTIOFOGR"HY AND EX15TING CONDHIONS GROUND -SURVEY INFORMATION WAS COIIECTED
AND PROCESSED BY OTHERS.ADDNONALSURVEY INFORMATION WAS COLLECTED BY WSP, AND
COMBINED WIN THE PROVIDED SURVEY BY OTHERS. SEE NOTES ON SHEETS V.1 V.2.
2. PROPOSED PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES, HOWEVER, SLOPES SHALL NOT BE
DECREASED FROM THOSE SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
3. PIPE LENGTN5 SHOWN ARE MEASURED FROM THE CENTER OF THE PROPOSED STRUCNRE AND MAY
DIFFER FROM WHAT 15 ACIVALLY INSTALLED, MEASURED, AND PAID FOR.
4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION WTERMES, TRAFFIC. TRENCIIING, OR OTHER
LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND ME LIMITS OF DIST URMNCE WITHOUT PRIOR
APPROVAL FROM THE PROJECT ENGINEER.
S. THE CONTACTOR SHALL IMMEDIATELY REPORT M NE CITY OF WILMINGTON ANY DISCREPANCIES
FOUND BETWEEN THE ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SNAIL WAD FOR
INSTRUCTION FROM THE CITY INSPECTOR PRIOR TO PROCEEDING.
6. ALL PROPOSED GRADES ARE FINISHED GRADES.
EROSION CONTROL NOTES:
1. SEE SHEETS fC.18C2 FOR SIMON CONTROL NOSES AND PLANS. SEE SHEETS EC.100EC.10I FOR
EROSIONCONTROLOETAILS.
2. PROJECT SITE LOCATED WITHIN THE CAPE FEAR BASIN.
3. TOTAL DMIFLIRBEO AREA: F BI AC
4. NOTE THAT A MAJORITY OF THE LIMITS OF DISTURBANCE IS WITHIN THE EXISTING RIGHT OF WAY.
S. MINIMUM EROSION CONTR01. MEASORFS SHALL BE CONSTRUCTED IN ACCOROANCE WITH THE NS.
EROSION AND SEDIMENT CONTROL PUNNING AND DESIGN MANUAL.
6. CONTRACTOR SHALL NOT DISTURB ANY MEAL OUTSIDE Of THE DESIGNATED MSEMENT MEALS.
2. NO STOCILPIING OF SON IS ALLOWED ONSITE. All WASTE MATERIAL MO CONSTRUCTION DEBRIS SHALL
BE DISPOSED OF BY THE CONTRACTOR AT A CONSTRW TION AND DEMWTION LANDFILL OR OTHER
FACILITY IN POSSESSION OF AN EROSION AND SEDIMENT CONTROL PERMIT AS WELL AS MWALL OTHER
MPUCABIEPERMITS.
SURVEY NOTES:
L BASIS OF BEARINGS: NCGS GRID COORDINATES, NAM DATUM,
2. VEATKALDAlUM "VINU MECONTROLPOINTSFORSENCHMARKS.
3. MTEOFSURWY:OR161NAMPROVIDEOWRVEYSYOTFIERS-UNKNOWN,SUPPLLMLNRM.SURAYBYWSP
-03IM21
A. ALL DISTANCES ARE HORIZONTAL GROUND ONTANCE5IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
S. PARTAI/SUPPLEMENTAL SURVEY INFORMATION COLLECTED BY WSP USA INC.
PHONE: [phone]
ADDRESS:100E WADE ANE. SUITE 40%RMENW, NC 276M
2018 NCDOT ROADWAY STANDARD DRAWINGS:
Fha foboavl B AoadVrar, SbuiduAI they appear in'Madwav SNndold Drawlr8i HIBX ayD OA DrsM N.C.
DopaM1nent eF Trimd NtNle Ra1a161L N.C. Daedl January 16, NIS ere.,11,.bb I. IN, gefert and byrefemma
Aar-H, are conSStlAYM a W OAMa plans.
STD. NO. TILE
DMMON2-EARNWORK
2OQD2 MelMtl of ClYarin6-MttInd Il
22S.02 Duch for Grading Sub8rada-SaauNry and Loral
225.0E McUAod al OhtelnlrVi9parNevaOm T.LAMPavomonl
OIVWON3 PARECULVERTS
DIVISIONR WCIOENMLS
SEQUENCE OF CONSRUCTION
CONSTRUCTION SEQUENCE:
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SHE NPSES STORMWAER
PERMIT FOR CONSI RUCTON ACTIVITY (NCGOIOONJ TO SIORMWAIER
INSPECTIONS THROUGHOUT THE PROJECT.
2. CONTACT THE DINER WILMINGTOY REGIONAL OFFICE AT 1910f196-7215 AT
LEAST 48 HOURS PRIOR TO COMMENCING ANY LAND DISTURBING ACTIVITY.
3. INSTALL ALL IEMPOMRY EROSION AND SEDIMENT CONTROL MEASURES, PRIOR
TO COMMENCING ANY CLEARING AND LAND DISRIRMNG ACTIVITY. INSTALL
INLET PROTECTION DEVICES MOUND ALL EXISTING STORM DRAIN INLETS.
4. SCHEDULE A STORMWATER SHE INSPECTION,
5, CONFIRM STAGING AREAS, TRUCKING ROUSES, AND PROIECT SCHEDULE WITH
THE OWNER. IN ACCORDANCE WITH THE PROTECT SPECIFICATIONS.
6. UPON APPROVAL OF THE STORMWATER SITE INSPECTION,COMMENCE
PERMIITEDLANO DISTURBING ACTIVITY. PHASE ROADWAYANOSIDEWALK
IMPROVEMENTS IN ACCORDANCE WITH THE MAINTENANCE OF TRAFFIC PLANS.
T. DURING PIPE INSTALLATION OPERATIONS, CONTRACTOR SHALL PERFORM
DEWATAING OPERATIONS AS NEEDED. DEWATLRING TO BE PERiORMED BY
PUMPING TO A SPECIAL SHILLING BASIN IN ACCORDANCE WITH THE DETAIL ON
SHEETEC.101.
B. RELOCATE UFRITIES IN ACCORDANCE THE RELEVANT SPECIFICATIONS, INCLUDING
CFPUA SPECIFICATIONS,
D. INSTALL PROPOSED DRAINAGE INFRASTRUCTURE AND CONSTRUCT NEW CURB
AND GUTTER WHERE INDICAIFD.
10, CONSTRUCT REMMNIN6 PAVEMENT AS NOTED ON THE TYPICAL SECTIONS
(STREET AND VOEWA WPATHJ.
11. COORDINATE WIDI THE UTILITY OWNERS MID ACTIVATE ALL PRIVATE SERVICE
CONNECIIONS.
12. ADVANCE TO NE NEO PROJECT AREA AND REPEAT STEPS I-11.
13. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED. IF
NEEDED, AT LEASTONCE PER WEEK MDAITER EVERY RAINFALL EVENT. WIT
HYPES (910-341.S8131 SHALL BE CONTACTED REGARDING ANY MAINTENANCE
CONCERNS,
14. STABILZATON 15 REQUIRED WITHIN T OR 14 CALENDAR DAYS OF COMPLETION
BE ANY PHASE OF GRADING OR ACTIVITY ON THE PROJECT SITE IN ACCORDANCE
15. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL Of GRADING
PERMIT. MASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A
MOWMLE HEIGHT THAT GENERALLY PROVIDES AT LEAST RO N COVERAGE
IIIRO WNWT THE SITE, WITH NO WAGE BARE PATCHES OR EVIDENCE OF
EROSION.
16. SCHEDULE A STORMWATER FINAL INSPECTION.
It. REMOVE ANY REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES,
FOLLOWING APPROVAL Of THE SITE RESTORATION.
ABBREVIATIONS
w
ry
KiFCN aa.S CW
A/.V[crtm aan
TIT
IatlL[u DIM 4[rRAER
en
Im.)
ea.odrt rcur.m xu
NR
slur nr�
OY
WiRL rtllDa lM
LnFria
a
RM
WrvpoO LdlRn PV[
pyd
oaIMCE
wn
IXRn'II rIXKMM X
W n[M
ONN 1 0 r
m
ouctaL IRov ra[
pn
oan bl dVl
p pa( xYA[
.aces
LEGEND
EXISTING
PROPOSED
- - - - - - - - - -
- PROPERTY UNE
ROAD CENTERLINE
FENCE
WATER LINE
-
ELECTRIC LINE
'
CABLE/CONDUIT
- a
OVERHEAD WIRE
---•-:----
FIRER CABLE/CONDUIT
-------------
SANITARY SEWER
GAS LINE
STORM DRAIN
O
SEWER FORCE MAIN
GUARDRAIL ,--^-^---
RIGHT-OF-WAY
- - EDGE OF WATER
CONTOUR (MAJOR)
_.. _.. __.
-- CONTOUR (MINDR)
DIRT PATH/DRIVEWAY
CONCRETE SIDEWALK
GRAVEL PATH/DRIVE
[:'vL'-tiXAL[ERWT.T.T�CLi?"f.KrLLV VEGETATION/NATURAL
_J ar DI
TELEPHONE PEDESTAL
NH
WATER METER
WATER VALVE
F4
HYDRANT
q
SEWER MANHOLE
FB
STORM DRAIN INLET
D
UTILITY POLE
0
LIGHT POLE
PIPE END SECTION
=
II-
MAILBOX(ES)
TREE (SPECIES VARIES)
DETECTABLE WARNING STRP5
01r
CUT SLOPE STAKE-t'--<-'-c--c--c
c
FILL SLOPE STAKE-r-r-r-r-r-r-r-
MUI.II-USEPATH
CURB (AND GUTTER)
SAWCUT LINE
ASPHALT PAVEMENT
TREE RLMOVA'.
x
QUALITY TREE REUOVAL
WATER FITTINGS/VALVES
41 ♦ •
PROPOSED TCE
PROPOSED POE
PROPOSED ROW
�na�ana�
PROPOSED DITCH
J�3------
PR. STORM JUNCTION
EX. INLET PROTECTION
PR. INLET PROTECTION
PR. PIPE INLET PROTECTION
SILT FENCE
s<
LIMIT OF DISTURBANCE
RSGi♦�1 V �L°
FEB 8 5 20,22
X%sp
434 Fayelleville St
SLIlle 1500
Raleigh. NC 27601
(919) 83SA040
wap.colTI
f•,,SLtH Okla
Jf k9 S
s i
OSOR37
♦
4 f
C �i INE
s� 4
Se�4iR SCO�,..
NOT RELEASED FOR
CONSTRUCTION
L)
r
U
LLI
0
Lu W
J D_
J f-
Z Z
LU 75;
w w Z
> OF o
Z
co z
Z W O
D_ Z
F- 2 o
�= W o 3
W 06
Y
0Z
0Q
2CK
W
0
w
M
mry G'I'ON
aumrXNaNA
RENarxIS
9W:ANer: GA Or:O6der L6
RnIA
PROJECT
a.,
2OF14

U
�5
ua
C� �T
n
'RETAIN 24• U
I I
�� rm
JB-43 to CB-44
2`
i
HORIZ.
VERT.
P
,le-43
RIM:1B.72
INV IN:13.1T
$E INV IN:13.37
INV OUT03.37
20
15 15
_ 0 .2a
O 2.24X 24 Ex. acr
EX -OE 1 0 2.2.27X
(SW) MV,vi12.3B
20
CB-/5
RIM: A.
INV OUM 12.61
15
10
CB-45 (toward CB-46)
PROPOSED GROtR}D
` EASTINC GROUND
----------------
e
3�35
(ASSUMED DmTN)
•20X--
- PROPOSED
e• WATER
(ASSUMED 3-15'
I"TH
- .__ _ __ - ....._.-.._.
0+00
T
N
U
W
W
0)
W
'W
VJ
T
cM
LO
T
Q
1
J
W
z
J
C-
G
20
15
10
F-CEI V ED
1+00 1+14
FEB 2 5 2022
IDCM WILMINGTON,
%%%p
434 Fayetteville St
Suite 1500
Raleigh. NO 27601
[phone]
vvsp.G
NOTRELEASEDEOR
CONSTRUCTION
U)
U
W
7
O
LUa
J
�
Z
W
W
i
(_9
�gm
f�
I
O
(/)
z
Z
zy?
�z
O
o
O ¢ z
=Y0
�m
W
06
Y
OQ
2�
co
W
0
W
3_
I N6v 'DW
ov1 :xua
I,wreel °. 1sax<s wxe. Bsnrza,
W.hY!l. ca O cBt ac
nne
HOOKER ROAD
PROPOSED DRAINAGI
PLAN
{t.»E!

O
N
U
W
W
co
W
'W'^
V/
r
M
t
Q
U)
I
J
W
Z
J
U
Q
(toward CB-45) to HW-49 CB-48 to EX-HW-47 CB-48 to CB-51
901
15
MOM
10
5
1
HORIZ.
VERT.
MI
4Wv
Nv
My
Nv d
s
N
N
U
W
W
U)
W
,,W^^
V!
r
O
N
Q
U)
t
J
W
Z_
J
U
Q
RECE ED
m 2 6 Z0221
DCM W
\%%p
434 Fayetteville St
Suite 15M
Raleigh, NC 27601
[phone]
wsp.D
NOT RELEASED FOR
CONSTRUCTION
F-
U
W
O
Lu
d
J
H
W
W
W
W
Z
z
�
0
(0)
Z.
Z12W0
O
i
fag
Z
c
LL
D a
—W$�
-j
fin;
�
m
W
Y
06
OZ
OQ
F—
W
0
W
0-
uWiaBr. C:B PkCN'J t.ECB
mie
HOOKER ROAD
PROPOSED DRAINAGE
PLAN l-1
"4OF14

T
CV
U
W
W
rrr^
vJ
W
'W'^^
VJ
T
Cl
N
Q
H
U)
t
J
W
Z
J
U
Q
° n
INV
CB-52 (toward CB-54)
NJ
N
U
W
W
U)
W
''W^
VJ
V
N
Q
H
U)
J
W
Z
J
Q
FEB 2 5 20'L2
„%I
434 Fayetteville St
Suite 1500
Raleigh, NC 27601
[phone]
wsp.com
a'2 VSSa2" 41.
Sf Y
Oft P9P
�gfh'CINwE���2i
NOT RELEASED FOR
CONSTRUUM
C0
U
W
3
O
W of
J d
H
Z W
W
W W Z
> O y
0 Z
1 Ofnz
Z W o
Q
O 0 (9
Z
= W O J
1 Y
!Y m
W 06
Y
OZ
OQ
_W
VJ
W
cl
^W
CL
z
0
0
z
J
O
... c 51: .
TITLE
HOOKER ROAD
PROPOSED DRAINAGE
PLAN —
HORIZ.
VERT.
I )CM WILMINGTON, NC
%"' 5OF14

N
N
U
W
W
'_'^
vJ
W
'W^
VJ
C7
(0
N
`F-
V)
J
W
Z
J
Q
SEE SHEET C.27 FOR PROFILES: CB-54 to DI-53, CB-56 to DI-55, CB-57 to DI-58 & CB-57A to DI-59
°h.1
CB-54 (toward CB-61)
2(
1;
11
N
U
W
W
llr^
v/
W
''W^^
V/
T
6T
0)
r'
M
``F^-
V/
J
W
Z
Q
I-�-k 2 5 �6cl
%%%p
434 Fayetteville $I
Suite 1500
Raleigh, NC 27601
[phone]
wsp•c
}N"mow
Oi'
061193 �
tAfTi..SJ �r �e
NOT REIEASEDFOR
CONSTRUCTION
U
W
O
Lu
J d
Z W
Wig
W W Z
�
> z
E �fnz
0 0
Z
= W 0O
,Y
m
W 06
V
OQ
_�
F-
U)
W
0
W
d
z
�All
3so
6
O F
�2�
U
flENSU15
mc+:a r. ,arsax wre °vnnx,
wu:nxor: cx uca°°°r ca
uue
HOOKER ROAD
PROPOSED DRAINAGE
PLAN
HORIZ.Ex
VERT. °Lp= x
q)r,M WILMINGTON,
OF 14

M
N
U
W
W
T—
(f)
W
rWr^^
V/
6
M
Q
J
t
W
z
J
Q
SEE SHEET C.27 FOR PROFILES: CB-65 to LA-U4, C3-65A to LA -MI, Gb-00 I v ul-o1 D, un-o I Lu ui-uu
°�fW
CB-61 (toward CB-68)
11
11
LO
N
U
W
W
C7
W
W
Y)
LO
M
Q
U)
J
w
z
J
Q
z
„%%i)
434 Fayetteville St
Sane 1500
Raleigh, NC 27601
(919) 6364040
"p.0 m
NOTRELEASEDFOR
CONSTRUCTION
F-
U
W
3
O
—i n.
Z W
W
W W Z
�0 z
Z W OF
d
z
Z�0 �
2 W o 3
� m
W 06
Y
Oz
OQ
_ac
F-
W
0
W
a
I .
T.,
HOOKER ROAD
PROPOSED DR
HORIZ. (IT7OF14
VERT.ACM WILMINGTpN, NC

MATCHLINE SEE INSET'A' IN THIS SHEET INSET 'A' / \\
/ \
\, ' 1
'IT
; RIM:B 97 / NPRAP PM AT OUTLET
c LENOTN-TS' WWTN-10' / -
U ` SW) INV UT:.50 ` \ U
\\l T MEINV DET:1.L( \ SEE #-71 1 T
WATER SERVICE: SEE DETAIL
RELOCATE AS REWIRED JS-87 S WV IN.1.I \\ w
SEE DETAIL REMOVE 35 li RIM:8.01 AA
W ® OF IX 18' PPE \ \ 5 INV W: L80 \ �• X d-]8 DI-]]
ROWAOLE fILL 124 LF j FAP.L41 RN: AV5 \ w
W REMOVE 8] F d-70 SE) INV N: 3.58 aq Nv N AI a NV OUT: B.SB \\\
OF EX 18' PIPE E% 18' PIPE SUMP: 7.88 - \ NV OUT.. L60 : ' V WDA06i
SEE DETAILµ^{ r______XJ- -�A1
PRACTICE INV OUT: 5.37SEE DETAIL E YDRANTF-------MATCHLINE'AVERIFY Tfli UNE ELEVATION SEE DETAILwOAUTON NEAR I\RECOCATE
''HHOU�RiW IX.UDU YPO ESEE DETBL[e] O 77 LF AND PROVIDE VERTICALL'^LIJ -T Ce 89A '� _TAIN�\``1..��811 OFFA8' PVE SEE OEr _ vJ __ _-_ pIMrBAi� EX RCPI (N NV IN 3.87 1 cI (NE) NV IN.1. ] .a - HW-]J r r{ OFFSET IF REWIRE -�r--r- r' _.r-(#WJ-1NV"1N'S3� ir -e. r r r`.0.NV WT. 4.92AL(v�]15 RL'
__�
L0 SFE DETAL 1S•ROP - SEE DETAL _.__.w 8' RCP
+ In _ ... GAS SERVICE TO BE - - -- —
_._._.._ epi 1.---_-_-_'- - _ _ - WATER SMMM,
(� -- 33'RCP RIM].98 R4 .RCP �• Rep fn 0] 15 RCP ,I, RELOCATE AS REWIRED I + �. W-75
-___ - __---`---- - - - - - - ---- --------cTTPr _-____a-__ IM:9.22 Q
Q IHV WT:248 WATER SERVICE; NE) INV IN:4]7
LL SEE DETAIL RETAIN Ie' EX R VERIFY WATER UNE ELEVATION RELOCATE AS REWIRED INV OUT: 4.77
�r ® I AND PROVIDE VERTICAL OFFSET SEE DETAL® SEE DETAIL
�/ I IF
DWETIAILD
' ® J
JRETAIN EX-HW-72 0 A:- .............. a ,., T
....3., .. . .. .. ....... .... .. .. .. ... „...., ..
RIM:
RIM &42 Z
W INV R:I.71
z (SE) INV IN:3.18
J INV WT. 171 INSTALL RENFMCED �(
SEE DETAIL ® CONCRETE RETAINING WALL T
= SEE ROADWAY SHEET C.12 =
0
SEE SHEET C.27 FOR PROFILE: JB-74 to DI-77
°
CB-68 to HW-71 DI-70 to EX-HW-72 JB-87 to HW-73
1!
11
HORIZ.r�
VERT. °L rm
15
0
d-70
RRA:7.87
NV OIR:A37A
5
PROPOSED GROUND
011STNO GROUND
RMIL0AO _ _.. . RW J
N INV IN:
N� NV N:
SW) NV IN:;
INV OUP.1.07
O 1.53
t
—
• A9
0+00
15 15
E1OSnWO GROUND •T
15
10 10
7
10
RIY:AO7
SW1 NV1N:7.60
V WT:1.e0
87
e]
32
EX-HW-72
�INV WT:379
-- -
_
5 5
5
5G old ZTAX
8' EX. RCP
C92
f2FCEIVED
DCM WTI-MINGTON, NC
xx%%I)
434 Fayetteville St
Suite 1500
Raleigh, NC 27601
(919) 8364040
wsp.corTT
{•• 4H �CARq.�x,.
�•� E55gh Ni4`
sEw
bi292
i'2. �ppR,ER" 1oFj.
NOTRELEASEDFOR
r^CONSTRUCTIN
VLJ
F—
W
0
J
a.J
�—
Z
LLI
LU
LLJ
w
>
Z
z
zz
HE
�
L)
2
z
O
Z?o
LL
o1
=Yo
w
C)
00
W
V
06
OZ
0
Q
U)
LLI
0
w
IL
IIRE
HOOKER ROAD
PROPOSED DR
PLAN �

U')
N
U
W
W
Y)
--___.—_.—_--_.
W
WATER
R0.0O/
W
BEE DE
r
M
d
U)
t
J
W
Z
J
2
Q
0 y�N
ytl
15
10
5
EX-OF-82 to JB-80
JB-�
PROPOSED GROUND
�IM•�114.19
NM:1
M.
-
(NW) INV
INV OUT:8.75
(8W'1 INV IN:
80
V OUT:
60
EXISTING GROUND
-78
Cuts
(NINV k!
WI
V OUT
5.88
5.a8
>b' of 15' RCF
O O.06
0+00
HORIZ. '
VERT.
15
N
1- 001+12
15 15
S INI JB 80
R M:10.78
(N11) INy ft 4. -
( W) V IN:4.80
INV {)UT: 4.60
10 EXISTING GROUND EX-01-79
- - 1 D RIM-11.28
/ RIV OUi: S.24
EX-DI-81 /
11110:6.80- _ -
(511) INV w;3,38
01167 RCP
�16' of 15" EX. RCP
0 6.01%
1
RFCFIVP+
FEB 26
J)CM WILMINGTON. NC
„%%I
434 Fayetteville $I
Suite 1500
Raleigh. NC 27601
(919) 836AO40
wap.com
SCA
0 1297
z,
i' f f40mE�Ri
;'
NO License # F-0165
NOT RELEASED FOR
CONSTRUCTION
U)
F—
U
W
W
W
J
Q.
J
�
W
W
W
W Z z
>CDZ °a„
�O(nz
z�^
Oa00
N
— og�
z
=Yo
0
W O � �$
Co
W
06
Y
OQ
O
:5
V/
W
W
CL
■
.1,16ry u n¢cvoer e
11U
HOOKER ROAD
PROPOSED DRAINAGE
PLAN
rt"9OF14

CB-65 to DI-64
(NE
15
10
5
J B-74 to D I-77
.'
(SE]
EXISTING GROUND I
SED GROUND•
INV M:&8e
IV OUT:5.86
RM:0.
IM
I
2
IV M:7.71
01477
RH H.e'
INV WT:0.50
V
n1.71
i
RM:.22
INV OUT.
—
—75
— f
gD'of 19ER
O 1.217
-
-
2
9'6 Q789 RCP
IH'
m. S •e �' RCP
8p-Ub—------
WATER
----------
If NA
---
�11
0+00 0 1s o+00 1+00 2+00
VERT. HORIZ. '—
CB-54 to DI-53 CB-56 to DI-55 CB-57A to FES-59 CB-61 to DI-60
20 20 20 20 20 20
PROPOSED NO
._......
COMING GROUI) 1 -- 09 54
(NW) INS
(NE) IN
INV
nf1D GRWtHI
15 r 15
PROP051D GROUND
((ENVVWMMT.7&7. (NE)
(NW)
10
10 IN
CR-57A IC of 15' RCP
IHN:11.90 O 15'98II
5
CB-65A to DI-89
15 � 15
CB-57 to DI-58
15 20 T-7 20
STING GROUND
OPOSED ERWNO
10
15
15
Ca-57
RIL1: 13.32
(NE) INV IN: 9.
(NW) INV IN: 9.40
INV WT. 9.40
5
10
I—:4.27x
10
' of IV RCP
m
PRO
41SED
GROUND
CROIAIU
10
DI-89
7.70
550
INV OUT:0.29
(NE
CS-85A
(NRIM:fl0(NW)
INVIN:I(NE)
INV IN:3.84
INV WT:0.845
RCP
CB-66 to DI-67
tECEIVE�
FEB 2 6
DCM WILMINGTON, NC
%%%I
434 Fayetteville $t
Suite 1500
Raleigh, NC 27601
[phone]
wep.com
SEAL
011292
' HDmEE• �o;
.fgf�.'.cGGJ?i
Nf: I Irancw !! F�1R5
NOT RELEASED FOR
`^CONSTRUCTION
VJ
U
w
W
W
d
J
H
LV
W
wwZ
zz
>
U'
Z
ph
0(nz
cQ
?
1
ZQ'W0
Z
�
U.
=LLIC)3
m
r
U
w06
V
O
<
_
W
V)
W
a
W
CL
nn,
HOOKER ROAD
PROPOSED ORAINAG
PLAN
S*1T 10 OF 14

EROSION CONTROL NOTES:
1 xL pp9RVW4TROLtFA%fES WNLL6E¢1191RDCIfDA*MNRM11FW1ACCIXANIG£MTH THE lSTTESPOMTASRLWIDFDU I WET EC 1DH4101 KNELL&9VWNPD I4'MQO ELY49
L xLCUbiPoICTYMIPCTNTIE9 NATirNE RACf FIITIbIIHENp1Tp WFY,EA.°£NEIIIA NAINEVM6Gi 1HEp61UMNfEA6E1VNl1EREM1 u.TNl¢6WBrZ[F i149ESPEUr4'NEABFRE 9Tr16Rv
SEQUENCE OF CONSTRUCTION:
1 MHR rOMtNlibNiYCd biNAIKMACiMrlA6tlldlLEnflE{d brRVC11tl1Y'eIVIC M11n 11lCNnIFA,/NCu1vCINnNCAIiRU FfR6dEEL ra EHCLL45MRiMLi
] fDOWixA6fUVH1\Cd11R0. LOrIVErAAT NY)ACERTrIGIEdf.WERA4E lIXICI hlH1 BEMINE0Yid1EW®WLUArA ACTMfE6 WEAM NI H.EcrR01N Wi[£ MSIIPIIirpW RlgO
Rp1ReDm
REp4p"r11AAdYiUEER11411CWIMA(g1AiR11CTMY1 Dp4MLPER4116X/61 HE EUEMIiEn UYi 11<FIXOAIS MN.V.E4 TNF tl W MYYyµ RM.11ifEE IMTPf WpINDiCFR r0 R6.'EM1E TE pIC
S. Pb1NLESCLEWREEFAEAIibplFlbCTLANF/Of1111110N.CSC WA9Wt49JdINWIfrRUC1gI1EM@ANCfBNq QX'IHIEIF WAVgVISYW1Rf bHINUDNq RELJc+LIED NCMKIAIfIYWRFA
V[Pod14srMiS CE¢fH1WLTY14. Np NEN TNTNSLNMYIInI bYLWAYMY.IIN¢VSEGFdL ACCf56. PANFINOR91pLK<ff WIIAEMT 61WlbC9\,VY)IIDNiMwRWMIDNYASq C04£R(Fb41('WLfOA
E LAfNL6EOl[FIRCd1ig1{@NWC9N61YAMIONMN'RtlT'EDRNHIrILYJf1 rOR49Ll11U111\Xr INO CIETJMNR fO ULLYWINTbMEfFA[RYMEHTNLIK6C DEVGEA
• 6f[OL EV Eb*MEIRE RRNH,MpEYRMINQ F2WIRfC rOKFYHITNEDW 611EAW AECCIIFLCNalA 11N4C11d111 NRfNLCHKEDTINIrIE%
ORETlCIId1EII11Wa.F IMF FC 101)
a CUIMETE WPpgUr8NE 1ATYq£II XI%Nb,LOCAMN9WLLSEU:IfgW1ED9WfDd1AVMLAEIE tPACENArR[ONIM1IOM:iA4NUMMFA
6. Nt WAR1E N11F1MLMDCO1WlRLtTIpIDEBQV WWI&p9RAfOLG RY p£IXYIINACTOR ATACP1811bFfMN NgOEN¢RLW WIDFlLLOROi1ERFACLI1YINfOS6E8WU1d N1ElEbNMIMgtFWIEM
E
IIETABE flILEDYIAFFALtlT6 A0k PT rHESEOMEEq CREHDWWEd THENMEL1
jT,,,M 044KMTS,AT FW
5 YALNE Edb1IXSigMgI1PM4,W91D11C1AY084i FFnCFq NIbW rRIdFlCCUIIIKK MEPBUREe. uuD EeEi NroiFITU1N 1EfDE0.NOCUM1EI10EOp6TfbYiYJ1ACIMT£SnIATNMW NNICH
FKLRATO,."EIWg W' dNINGEIDUW61RFlNiONbrREN118EEmNfIC Cd<I(KLIARR O?EfTTC 11 MF}ICINLWORRIIT£UW.I$YA CEWATERIA HMVd41DeEfYME11iMNs'AA I4EEED0. 81ebtIII UeTM6E0
Cdlrq¢FEANT WEU AYNrvWLorHEAAwlrIHFCPAIaR
e Cd11PM.1U1 b1E..E rM NMffAMrgrIEUIHrRIKtldl6HE nA. EA1rdVXfar COfIMrIUIMHNxWAroIIE .1.1. RNIN.1 rdIMKFEEL DEVMTIO11rRCLITXE
MTA6n d1AV1fR NimllbipL 6rNNVA... I TCc.1m
T rbTNLvaErPROIECrKYLAspWNDE3Y6lfN6ARECdHTR1lCrto
EROSICM 6d11R¢ RNI b1AruLQYFD NRHRIT FAIC0. NWTTV. I➢NLV/x 11NbrNE DEsd1FR
F 1911rWCrIXI ra LRE..1=.T MT ID WONYP WI lurD TRNM xLQYr,CCESE IJPF%@nsxA4ROLtlTE RIXeTRW'-TY
I LY.Y+TPACIOR a K",,, FM R,f b4VECTMNO~E,W" OF N1 EREGOO Cp11R¢ MEMURFS. ML NEMOEE6 WWL 9E lfag TED M4 l&Y r¢UINIA MW T4AWRARE STUM EVE1p
0 CO(HUIN16 UiE1rvFAMATY18 NO ASTNL DWRNGE LRMer1L1:CRIHE
Mrr Rp%IYED NNrte . 1...SWNuf#]HR690MA9FFNRLE
n CCMTI/LrM CRFYVTEBLPeMNDIT1dHq WFAr1ERCUE1RgIb NDId3TUUq NrgHN11ECES6N1Y To s\AHWII 11F CdH1RYCTXAT Wre 151tMrorORECNTepYIXEsrIN6U s1dHT FlE1Ha
u CdA1PoLi HFA'O6Fo RA+EM.F 11" TOTIMED .
II fg1HMVLT PfiCfOROFFl1ESliIWJF.CLn1ESlo FrbWIEDAIW.'E
Y. .,T .. TO MFEH1E tWNbAEWPETHNHNSMlE D E.NESRICA%IIIECUEI.HU1911E MlOADY,CHIl RDN1.
10. FIT bDERIDEi.DdMYq dMI6iR11CllU1 HNT 6M11bILV W 9fpLEIRbLPANq WE 611E.RERfE RAFER ERELERTATUT Wq.1 WLE V TIEEFIaIdIMDFR LYASIME6. M WI1ML1diG
12 6rN'A.12EOb11RR➢MFNEINA'd1GVCE WIml1R.Cl3rFBLWtpHiAHEIWEET fG1V11
IS PFHAi STW N1NIF.6ED FM 1URl1E WIMFYYd mECJpd0.'R
OALMATW TO TW(EN]911101Nt CCgLECTMXT04 ME CU EWTp BWLL G 4THE EAKWEER TOp9CL69 W MIW MHWRE&
AREAS WT. IMI•CNFIg41rMW NIERMMIEpYIdUx YMYEKM•L•T4 M YMCTINTY IN d6% DM WE' EGIW
U THE WITMOTOR WWL WEM.CT MF 11W9iC .dIHE EfHl JAl. 6E¢ MEOTATIdIWHTR 1-MUMN0C fTETE TIIE FUAWWCI 80CD SELF4 MECMH PoNIFUEAUIIVE DENR
YTE9ylE INq:I,W1.la�Mq�6MgLL3UY'®uMMwv4E4amb2.n+5proL WmM[11YR84MmeM20Fa�m[9F40.46Nid4anViamM1r.AyI[s6NIV wq TWEla£WIIrH9t%CpVIElEn9ECTp1FMWS�N�!�W'rd1
11. LY WTMWWL UfNLbx pVDIAACOVF.RMCAIUfRED
1} D191xE mTMRMYVtA9NESNfIRMNMiIE APRV2DwN111A1NL dTP PEPNN1gN 61WLOCC11LdaYNTR(£&SM'\O rHTML11E9F DENCE811E 1lWYIgER6flNCLRUINH BIR IAEPIWL DILIHNTER
t/1[MAAVAIV2LE FLIL T6PECIId1AT Nl(4491LIAREUTWEIFfiD1MTAWhOEHEf`Ttl1 AtFRMi6 pJR
1v. SEV-1 £0Ig1H FM T..w NA 9EMEMATMII CCMR0. t4... To EE[ERFUWED AT IVAr IXICE EYFAV SEMI CN£IIDN MV6 uN WRRRI N 10m CF MET R H MIT pF ORELIER r1N111 CLM WIr IFE¢o
Ed1IPLRLEA51Ru6M\EAEEf1YAlN1E0.
lI. N1TT£1 NiOTR'lYJH 61W1Ng1EGi 6DIHdNII NANBd'f MIW IEEE ECIMI GILT VLYBN&CARE WEIEA LDCd1.NY EtwMWFONNI NIFI6NTM HJ'AE4FRFbElfCCM4. 116E MROWME 0.OM dL YLYX.NA
TEyN1661WLBE VNl WT2DNRLY fJ MURNILWME6NIX6GMJ ML F6c MFN1EE6EXx1EfWDNFDNeECFEL bI IIE�HIT..YTFCIRTN6AITN6RN1 RAM
GPARa uElRMIECTIW
11 RfNWETEIIVWU SfpNf[RNgEMVW1ICUIRMl4FA511RESUM£ME49 ftLLY6\ARF.Cd rtMtTlE F1g1EERION6Br ORGOFFNgAEpE WAL£.r1FMA11i1M4R rOREL+NIArENYMRY �0NE1HNq ErU'SM%I
O4KE 61W16C uHTxL TEIIE EmR SDErORT1URrd1116
Ifl IXAFCdI6iRIgI611bCrnmIR, REEYAFxLEfg9RY1 WH1M14lNLACSMOSfMLUENfIIEWATFMRRII.TWICFSN1EEOfb
Nf411DEPp UWbryEMU,J WITTJ WLCpJATEµRTO dOEMtTIE ESSC wNA KIFA IENfI Kd8I9MEPElPFTTFEMTI£wtlu[CT¢Off pR.W.Y4PfCIMMI RFPJGT,T£PEIieiR£fTNLL N31
�[ - 1KIYYRM:IE[1YATHMll I6NIE6M1%RKFIEAfEMEAYq CU61FM1SRUIMAW11E1NIR OF EROfirtkTRMRU FRALmEB
TCiedn V@
1i
CEO NGCALICO11 iJ 61AWTNE[C1�ICIAIgR DP rfRtlINTICN pTpll Ailr4 NEFNL 6ElERILFFFLMRIEENLL6EGMR4ED LWILTEeJArHN RBIF[LW OIIr
WjE
EwIr RFSnoI.NHE PARrc,M1rE A1ERIst1ERElf H W11ERiCIW NrHAECIgIIU' 1rE,SVFA mrtrEo firrxE wWl Mrw eAdlwN6f xN ffFW rMImETeD.vAN1ER ADDITIONAL SITE INFORMATION: SAME DAY STABILIZATION:
>eoveR
mmr.n w of er or o101 oR,vuDE slMlervlH
REf101IfyS,M[IIESdI WVEDFU6ACE80EFUEl£FW1rrANM1 E.Y.\u4rN111,NTERNLA 1 d\9rE 8019 tl41VDE MYAExEFIgeNM1AEA0\AYNI[FE PWYWLCN.I (CRL 9FA'JATF [IEbYg19EA pfAYFDN1F.h6U'TFI.IfYRW1YfYVlIIp, WITHi14 tlRElO0FCD1AfYFq
rTE9EIlNrM WARrM1PF6INp0a•IN1R WIm M1YCpgFRIH (XMACUH1RVf.TMNrp NYSPETIM. VPhRNW 1(EI666YM. JpEHip16UL61lDI.IENIYJNRfl.LY1MMlf11fEE6VgILY1NHlbLL LVNW IHNI 3IUVMAIFA,9pJIH ce FINMiTID AiiIE elOd rIE MY. f1ESENHN IRIILE
i RECEDXN WN[R CgI1W tlLWeYCAIX16C) 6RNR#i ADNCEMiOIfaErS.IHE Br[HLWTgI1WXl Elb'IYIFMINALfRR0011,
9 p6F¢gEDNEJB TOREWJILRRAL£O LVWI6F SEFIEDWFNAHAVNE)RBEED MY Na REYE1RIFp.EY1r FRW E11rER1A T1EpRDMEEn SiM[AYArm[Krtu SN[
N.¢FWHrot16 HD1FAM WeetS FcrroFC.101 DAYSPAARIIATUINKKEDC WCFANq CDYFRFp'MM BrMW d1
H MMrIIR[ATNif01ELMLMYL£A9,6+c
A
I ti�i--1 FM
w
F0
W
Q
w
w
V/
r
M
Lo
J
w
z
J
2
U
Q
I.
0
J
w
Co
w
w
U)
to
H
U
J
w
z
J
U
Q
FEB 2 5
„tiI
434 Fayetteville $t
Sulte 1500
Raleigh, NC 27601
(616) 6364040
mp.w
jid fssl'1y�i e
. �sczei4 `s
f
NOTRELEASEDFOR
CONSTRUCTION
U
LU
w W
J iL
J F,
w w
�(Dz
1O(Qz
O
OIL
z
2 w CDY�
m
Y
OQ
2�
'F-
V)
w
0
^w
CL
z
z�
ogl
Urc
DVYMEY. CH dELYEOFY: [C6
HOOKERROAD
EROSION CONTROL
1 OF 14

EROSION CONTROL NOTF& S O N 'F OF GUNS N TI TN:
1 HL FR09g11 CllH1RDL LIEAWIIF&911NLEEmWIM1CTEDNpl6N!!M£DLIPClOR0.VgF WRN ME WIEB AeOEEtM9fTRf.WFDdIAEET EL IIXLfCNl L9NELLK61ULWP)IICCEO dlUEl1E8 1 ppCNiOInNIeAMYmeigmLll K\MIfa,WEm[nRSGdbtMICMg1.Wli[IDM1mnE wMFA, NIDNIY[R09pIumRm PER6GEEL todS[L65MiTDIFLT
i NLCdISifllpMY1PCTNi£84M18T itl.EflA(E WI11NIlK2dIT.Gi MkV.EKEMb1l8Np T1E LM\6CF T£O41WAN[EM6IATMIKREEI RCLM1ITEB WiBYf GF gE9EpiEdflCNiFMMEBIRCILY f. FA06E[ENNS`.dYE1D CgIlROLIf15GPfKRNgACBlIE1GIE(MdNERY£IWq M131/E E91NE0.EFtgE WOdBidANGAGTMIEI LCGW NI BECIRIXYCIp\ECMIIlE1R idW Mld1
nKY/WtEo IEO.EATYp 44q LYIEER111EIILWINWCCWIILLICTId109£Wl FERMIi M6LPE9L99I1C0 dlC4 N£ EOILLIy KMdh411£ IIW NFNKREIbdIifEF LEA4f BEPLOINfYgFIIM RCgNF 11E GW
S. 16tKLESCLEAWFEb FAIdITOmYNLTN6NEI fENal1110H. E8CNElPEE6PIGKmR1Po14MI11 ENIMl E£9Np WgEIf WALIdR66Wil CE LLALNIEDNBRELCCAlE4/ARCPMI[LYW9EL S 16iKL6ERiNEtli CtliTW]LKhSVEJbd4WIONiKNKpHd NN9 Pb]RMn.L1ilLLE11 lEETWODW1WWEt 1CdEYfNNrellEfF3YlLYMRAIKLIKKOEYA'E8.
VNbUSSLNib LF melR1C1[al N1YIlEK 11MtNRWM11 IlE1NVMILY LNEGNE118PDfURFG'1Y.PAWYq di bld[Nfd`NA1RENi 31W1Yl SLN4IIFFENnXRPIVNFIrttlgIEBCOYFAMdWtM IOa ( pERNLLSIS'pLEGLEtv13/.PNITNIaE.9[Li1NP[[1NMIIIELCPE(EE FFII)X[6CRNINd KdEREO fOKLWRNEdW W1E NNNY[15KK[DlaWpgKECIM111 W1EU16EINE4iM1 mESE
mBiiW:mlflligU41HF M M, IIET.e BERMED41AffFMM, 90%A1 iK BE691Yp W ENfM10E0F 11E NIOIfGI
l mtRETE WLhgU18NE1pIPgW11NPWB,LLUMll6x_N_L9_E_EEI_BL_p_lD_MSfD_d__I_AVK__INEEPIGEN0PRM1MIY lOKTNENJFk MFA 5 IBiNLLGA1RlC12JN E1RWIAE,fdblRlKluP91LTFFegM LRNfgCVRRd L£NYgFb,NgILELRi01FMg11MINECE4 NP CME£IME WIBIR4:iIdIN.M'ITR9WALLW]RYMY]I
_ ._. .��.... ........<.....�...........�e.....mu.w¢am.rc u�.mw.iuntc.aa.rt...�n.Ta....n�.....:Kw....M.mweiocw rn�uimceu�ua iou'FY'.In.TNf NDIFA�NLFTTCR mdg1 N1 WJV8Y1MEfYY/.INnO CEWATFAgq PLRP 8N�O0E[XNEIILBY84NIEECED B. Sl.,L.TIAM
sIpICMTRQ tINlslgtuL0.XO WRI1Wr MIDRN16TI611IR KPR'ILMEEb10EA.
IRN:ICPBRE@p5g1E FViflEGLLMl14'ECtp!IAW6WnE1W10EfFNL ERWKXi MtTRG,lEfSpE6.NLA£>Nl✓Ee5N4L BEI11$EC/ED MEDNI&vf(ilLMnp MrvFBAPYNRF6TGaI EVFIIT
s mI1RACrW roYRLE[Ni WeIP)Flu.iue.wa.ra..1.^'«^'.•"^^`^T"^•"^`^'^'••"^"•^`^"'•�•""�•^^'_. _..
D m AIE LRLRTIEICMIYFANBR18rHL dNaVGE YEMbf6FGi1EE
fiEW111F➢N4IRFIVIICEMREPNRB WNLl IX3%PM£mIMTHRPIE
tP/LtM16RE6NY6HEIdlVGPdRM dFAtNflimlMllGe NLPdII.WJgMIGYKIECES4WY iO 61IANLE fKmW1RSTN11dIt IRlGl IOrOiECK\FMDIEZLVLt 81GBIEVd11S.
R CdBIRUCTPRGStlEDNWRYAYNBCMRTn dI5KD0MlE
11 mIfi1.RM:TPR019[iOPfFIETRW1f/LLIIIEELOFFVYEDOINOE.
iRMIORIONEEJtE tRYJtlgEWYTEIrt NN.L6'ACUTE➢6EOIWr11.9E9E2fRCNMm6TfpCnG1&iE WION)YG£I11 R1LDs.
12. dtiFLDEfffilWR➢NEK IIILCVmVICELYIiHME6M 6TNNNAIVYITlaLE 15HEEf EL_I WI
b DEDTOT1 Wgmlbt R4ClT XTSIGF111q/JII YOLEIR1sLFANgRENIE.IXSNIE PAUP91 LilELEHtAIIGYNP FWNIW WI[E Cf TEEAMIdImDRI KAN6E4MCGfDNCIORR
CdPFCTNEM.&I IIAWTIrIPG1M&NLIEryrtNCTr11E FlAYIEEA 101V9CWDRCCRIVNINFANPE&
TbEEl1
ISR WSWTIXI IEVED{TWF RFEW PEROMWN®CN.
G M m1iRLGIM PVlLW41Ci6FLf'YBPECi101BdiK EflL91GUNONG4£IIiA1gllCdllRG dFMULF6NOCWRETf iK F0.LMVM44B/£DNIiJBFEC11W fMRlf(MBGIT£DFMfl
9NHLHEFPIgi
gATEDiO
IPpCTGi W WLESfiA91 dNApC0.F11 G1 N61lF6fONE08 WM11 Cq 11CNBWAMW N1PimHEIVICE NIYPw9E Of (NApgOV PNCLMlY1M lKRAYEDGI&£ETfLIWI
*II
YIf&ttfF IMNrRnrt.EMrtMEwpN4'FEIF61/fAiWMM°mM10P°X"^^NuamVYEYRBtliWVIedM]dbm+HHMMtsNiMblYtrfomM.ApuSANpIIWFIa£Ag11i1BCi CGALETE 1116=FGLIdIFgiW
NL IEK'dWYVIAMlldM6lglLlIW MN90.UID PIN1 ISlVL dtFPRE9M8IpN 9XNL OSW dLYKIL1194YTI lO EeTHL11EX RNFE6MKWYFE'0.ET <emRAMIN9 dR ITiEP9WL OLgPNTFA
PIENA AVAEg9lFi(PIl1ELIEMIPTHLIL£61TBiECTAM1EiEED1W.iPCOR'6f kfPEX1APERYi6 eJl
16 BHfIEIfCEGigM NW FR4yR1 NID fE!'EAFfRAiSylLdfjiRLA£AVPE6 N£TO RE PUKGWED Ai LFAkF IXKE EYFAV 6EVFll CKHMC MVB NO LMx01N1P1R8 Cf EVFRI RNN EYFNi CE OpiA\ER rIY111 XFu NrvIFHkD
rt�L1rAN.IRE6INL£afPI6AlK1Eo.
61LYL Rp1ELi ROM GiRIENq CLM RFM1C+l ISEE EL 1W 16LfSKYE NIDNRB WNIq lOL9 ANYL[ AMOSEOMNI NfibNTFh HJMYER E IIEFfELifVf.1CP HARDWAVE LLOM CR W.CfX NO
IEpNl66H°LL t2 VN£NNEgLR LYNNNfINI SIPKME6K MWGIEO HL E6CA MVES 91 W16ELLV IINEYKS YCFFD W IIEmAnIVCfXY10ftKSX1 rIYSiWI SRNI
ILA ERO1LClIDH
VFL YLA iIUtECiILN
Yrt TFMOIWIY NDLER NOERJ9GImllRd AEl91HE9gKENTE gfILLY NAB.E.CGITKTTK Bqr EEft iOMW6TMNWYEtq RN\F WHR'i1MXAH MM1P iOMNTHq IEMFCPM✓ 9EGNElRNg FAOSIGI
fVAgE RfW.Ld'XaINLfDN Ix[RIDL[TE11elpimlrtOREp
Ifl VY.EmgtRUCMMIE{CpiLER REYOL£NLFOnCEImDRtt LFASIMESNOSiANIIEENrvPEVATNI i OISNRBLLYZSPS D* K
PEINIREEPNLLCG?pCi DENA TOdOSE WiIlEES9C 0.N+. MEA LENPKdNq MEFEIbSrtEE(KTK PR(IfC1 f1WEfM.NAYG Ef.IRLI RfRPT, IxF PFPaiffE6NN1 VSR
rtpM DEWS
Elg9{ER SNLLLHRERRCIHIWMNBI6Ni.60RmICEW19KWIYJIMC.Gpt1RSE1V IORMMIlEM1II6EWfiRkIIN(IRG PRY.LRfi
17 VMFIIiK PIIdECigdIAREI£TK
Il mpolnCFRIdNI NtIG11.MT1 Ai1M/NENL QIENLF4RAIIFEENYK nE HgtIWTIONLIEDON
LETI :.NALS
IAV.VRIER, MnBNONLrMSFVAaE vMrv.oRMHEXIs 11ElECEE1WIP afaMNlrNNctN1TE M NENmEREo YrMVWINrm tALHRN9E xbaEN maaE\EDNnNlER
ADDITIONAL SITE INFORMATION: SAME DAY STABILIZATION,
I INFORMATION, SAMEAY
1RWKEMdGRGIOCTWR
TAAxpar LALr[wfarmnN W rEnaaFEtldurNu nrulcrta
£PIAYEROF9Nq.6UiEFIdG&ORFP£6GIPNEDHI6bE9fffMEDEPo81tYpNRfNGv.L1g11MRTF1M144.
I G(&TE 90f9Y11YVDF MVVEREE NE W0I6E1d3AVBIF1E FIgYL4V.IFRI. 9FMATE F/E6N'N ISE). VPRVEDNIFMdTFHELYWTI GiHV14 NlIlIIM /rtHR OFmREvfq
IACTTIE VIMEilBRFRIESEIIIgTNEtWT1 xVPEPNRI6YLY12 NLM N1YmR1R1AplHIp CdB1RVCTpxMMY6PE11TM. VN�RfIWRP6VE8.
REI6tGISCA6 VOI. VNIHVORGLYIYINtEH fpES4BILYINP IYNLL 91(TII 6IpVIWNfR41fAl1OREerA41IFONTre EIg6 RE MY.IKSf NEK IRIIre
ENEM ItliMHER0bC11
2 ISSEMgWNEATO IWIAWDEB K PNY"Ip NLNEIR IO RAEIS.IHE STA@VUTW N4
1 C141U1PED N£A4 iORf1NEIVPRT£D&V116E 6EfDEDWMRPFAVNIFJR SHDAOL Np NBKMSFDAE1R FPolEIrtENgiK>RTM4EOSIWMATFA SK2V SU.E
NNW W N1011E IDR6 W fI LLE1s EC 1 WEC IM MV $fA9RW1W1 &KRAO LMISSICb BEEMp Nq COYFRYp MM9iMW M
Iq
U
w
1--
w
w
In
w
w
U)
rn
t
O
N
4n
J
w
z
J
2
U
Q
w
O
m
a
w
w
U)
(fi
v
r9
N
Q
H
J
w
z
J
U
Q
i
O
J
w
m
w
w
w
c1i
v
4D
N
Q
E
J
w
z
J
Q
FD
J
L
c4
J
n
i
@FCEIVED
a
EB 2 5 2022
WILMINGTOP
%%%I)
434 Fayetteville St
Suite 1500
Rel*h, NC 27601
[phone]
1418p.com
f aT2\ h.
g�S�Y
SEM .
p11Y9R
(1. �'CIN£Eo2r
f
tyNE%i G' cJF..f
NOTRELEASEDFOR
CONSTRUCTION
U)
H
w
O
w
J �
Z W
W
(7 Z
�O(nz
O
O120z
Z 0
=wo;
� m
w
Y 06
OZ
OQ
F-
U)
w
0
w
(L
z
O
� h
z
iy
LLGe
o
tlV.YM9Y CA G[O®IY'. LW
nnE
HOOKER ROAD
EROSION CONTROL
12 OF 14

WwcammLrzNnabEi FCArRXE16Yl. ax9LRlrRwiRe
eE u�EcIED D9EDWieYFaL[.WIUNnAEs9MNF sTawEYNlr
xlcrRl NrE IPICR rDraEunEDrar�rrwaLf craw Ewns.
ECI011 Mi NLYB NO WI1, WE1113 LO[3 ANY 0.' PRaU9EDMN1 HrWNtM R]AEYSA i II8E0.'rM, IRE XIIANME IYOM qi Y(
FULY BiNLF.CpRKFTrE flIWEFHrDA966FaHWp1AgR NrE WHRr1YMFN NUIR FORENNfIGTEMgNFY SELLVEIRNOFr1084 r
EPUYEROF WrD.E(AEFIbIW, airYE$CIIPPVEDbLPfPCE9�ra1ELEN'9RrgNIY EFGY/,rpNMATF.flNt9. 1 IX4811E 9D49G4YWE dVVFN£{NE WgI9f.0 Q4VF11 EfE WGYLaf41 (a1A 9FAC iE EYE WNl9EA UIPAVFDNKA9 Cf iEA1EV11NRYrRLLbb, MVi111HYliEAlIdC011LfYYq
rACIT1E p'nER9 FFflRHIIr/,rNE(IMTrM1Ff8UiD10.N1Y1$VAMNiYCpEFVIW Da1Yp LTMRINIFTgN a1M1Y�EaFIP. YPbrTE1W Y£185UEY. MrtllalrAlLB(101.1INISVY)DEI, LY1NdTE11EEE LlNM1YINYETYYL4VA811(IMI yTUd/1YALf0.iIPIAD,ESLPIII$FYAl1HF E11D6 E1C dY. rrE.g NSAiYRLR
1 IEUMgWPrtA WlNrf tlUpEY [REIf I6C) MV M4KEMWHTf4 ITXEBrg81UUTWIW11LEEkLIRF AOUERMTMM1.
9 pTLPBFONEA3 i4RE1.VAlaOPVEDN4418E SEF4D'MDIAFEPNNErIr6EEDAM ArtvHD:EdRnEF.a.IERrEFYGiIE I•zs+cESEo,TaanvAre0.cYsiFN ruE
ncca+o1v6T9nkVRfTt+fAF�RC,l�TB5E6gITf.l^' wr srwlnuxassaa.Do bNueE®imlam®11>gyaeaoveersnerPxariasoR
MATCHLINE SEE INSET'A'
w
0
m
a
w
w
io
M
Q
H
J
W
z
J
2
U
H
Q
rral
IFFLED
0
J
W
m
W
W
to
to
co
co
Q
F
J
w
z
J
%%%p
434 Fayetteville St
Sure 15N
Raleigh, NC 27601
[phone]
wep.corD
NOTRELEASEDFOR
CONSTRUCTION
VJ
w
0
w
J 0..
J
>z
Z Lu
w
0 z
�0cnz
0 a 00
Z
z C
= wog
Y o
m
w06
V
Oa
F-
w
0
w
a
RIFIOKER ROAD
13 OF 14

INSET'A'
P a •N
[�fv
MATCHUNE 'AI
U
w
LU
W
to
W
W
to
M
Q
J
I
w
z
J
U
a
BC}µLEp Np gEtOLAtf p AfPR W MR lV QIRIIJ
L BE BiNMIIIO Y.ET I RiJM`Flrt OMIq COY£R OR NNNN1 }p
I F0.LN'. NIY AFAR feYWEVEIrt
BM1i Mc%B NIDCYRe LREINIG LOW ANYCE IXi.'PJBE➢A4N1 µlnUNrlvE NJ'ME1£R F IIESFECIM, WE WAOWME IXOM d1 Y[c%NID
r%NF. hLRAMRE fIg11EFRi0ASNei ORfiN12Iq AGTE YwRTImgdR1 EA%A i011FMHIgiEENPABr 6EW1flRMgfRW%al
zOer�muWiu�� Ni�ie��urw mtRen evMeLwB IIFN31 FAOIRVSE X.V R'FN [CWLERp Nq NIER
SEQUENCE OF CONSTRUCTION:
)vR➢R ip EJTNna NW capmLcigxu
. FiM5lttlum EEwL'Ell Cgltttq (KSL)v
PEpIF3TXpACOL NEERiNE1gWILPF
6rNL BtOIVEiIrcW,WLNElL0F9M
• pLR INVEe REVME41l AINn WmL.
ITE%tl eE wicED RI A HEn,RTs eo%Nr rNf
s XB}EU CpOmUCTgrinlrWecE DPbr
fMxnnrE6+LwrtgwgE a feNXLrEP
ucws n NSCAM11Fl mm RF ea nrAxR
T lErNLRLerormt[clgll�uablNDF6
e arnlLN:rin tp uYENMTartlI➢Dct%
B t'.M01PINlEUT%NYPF2CfAlYYi8 NL0p
N. fA1bThX:TPRLNMFOPMMYAYNq CN
II CIXIBrRWTPRfPoFEDPECf]i0.4W f.Y.Li
12 erMNIR OpIIRIHN IIdI.601 /[C¢MN
1] IEEFArPmnErzMSlFmepFW fLEM
H 1NE C¢IfReGrpl&wLC4gI,ti EElFJ1
NT88rrE lllp+u.4MnawArzMElrgRxV
61 F~ECWG FDRX6KCI.0M
�6 ]µiJtlPECNGE FOi ERDypINq 9Hl
FEPMBNWl W YApE MANEpI.RLV i01
pppc6NN1 eE P6rNIm AI INE FM1OL
I0. d 140.YtlrINECT1. cgpLER}ENT
H. LNEII ME %KUFCTIB VY1%El[ NE Rff
1 W61rE5pte%21AE&YME/iCE RESNq ILE1.OLYf11 iEF &YYIY4]W (CAL BFMNTE F]E8Vg19E1
XXFbig1U%L]Illry IFNIB.Vm QE;LR%i1NN"N FIIELNOD.YINg1DN LWI&II,NI
x RKUYNp YNRRCWRYORN%EYEP[n[I8C1
S p6TLPBF0NFA8 TOPEWIIVW%T£D91W1BE RE�IVATNAff.RVNFIR 6EEDAE%
N%YPbVgiD,IZ ID1EFai NIFEIR Fc IO1FC iM
Tw IIFR
BiuB.V MT}
SW/Yn"v%piamAe�JiWM&AH WVTN£LK N JTW¢GWl EW 11 GESTOI F. 1. REVIW
6EK)ICHEIWtOArfIN41MpIR12•NOAB Cf EKRYftMI PfNI O{CAFAiER IIWII%CN NIY IFftED
ECEEOYIl1E WRTRVCi6'I [LT.1fl0NIMNPINi AV.VI
i MlFll®
Lefa rHE EFAAn1FE ¢TIE MIOIECI ¢OH ¢IL. NA]bPE(:igll flEPONT.IHE PERnrfE PNLL 1!A"
UUNG®LN1LTEalOi HV NE11 FIRV pllL
SAME DAV STABILIZATION:
¢PµEDMEABtf RALV"wry p, WWHHTMWVOCEM.I.n
61OPMYAtfA &EMIIO KBEIdNIiEpAiilE nnlF TE pYY. i1FYNRK ERKC
ONLIIW N)NCEIR IONn ETB.THEBiAPotWTY}i WEL F1W.NF N%MH ERIagI.
NN 61N T41R.FN0 EI81R NE PR49]EOBTOIiM'ALFILBKIEN 6ME
09YBlAeILWTYNI aNMILO tMI&n CF BEEfNqugCOYFRFq F.rM BrRAW OR
eNORFA rmv.En xgr.wwr NEA510&
„ it
434 Fayetteville St
Suite 1500
Raleigh, NC 27601
(919) 8364040
mp.com
NOT RELEASED FOR
WNSTRUCTIDN
(1)
r
U
W
O
WQ�
J
(L
J
Z
�
W
W
WWZ
Z
ZS`�
2
W
W
Y
W
O
o
zz
z I—
o z
U.
OL
m
W
V
06
OZ
O�
Q
F-
V)
W
0
W
n.
RECEIVE
FEB 2 5 20 2
^'���y4 lei Gl[. tl'lVNI
DCM WILMINGTJLIX2�u %dFDPP E
HOOKER ROAD
EROSION CONTROL
PLAN
L' 14 OF 14