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Temporary Wetlard Impacts for Conalruclbn Accros (1.1OS N. fL 10.00 ac.))
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Raleigh, NC 27601
(919) 836AD40
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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)
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Raleigh, NC 27601
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DRAWING INDEX:
I TITLE SHEET
2 GENERAL NOTES
3-10 DRAINAGE & UTILITY DESIGN
11-14 EROSION CONTROL DESIGN
Plane Prepared By: WSP USA
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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
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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
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