20201956 Ver 1_Meeting Request Review_20201214

ID#* 20201956 Version* 1
Regional Office* Wilmington Regional Office - [phone]
Reviewer List* Holley Snider
Pre -Filing Meeting Request submitted 12/14/2020
......................................................................................................................................................................................................................................................................................................................
Contact Name * Timothy M. Stewart
Contact Email Address* [e-mail]
Project Name* Onslow County New River Waterfront Park Repairs
Project Owner*
Project County*
Owner Address:
Onslow County
Onslow
Street Address
234 NW Corridor Blvd.
Address Line 2
aty
Jacksonville
Rbstal / Zip Code
28540
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Frovince / Region
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Holley Snider
Please give a brief project description below.
Onslow County is proposing to replace about 700'± of existing
bulkhead, boardwalk, handrails, ewsting pier along Eastern side of
New River in Downtown Jacksonville. No additional impervious areas
are proposed.
Please give a couple of dates you are available for a meeting.

12/17/2020
12/18/2020
12/29/2020
12/28/2020
Please attach the documentation you would like to have the meeting about.
Boardwalk Layout and Notes S1.pdf 252.02KB
Fixed Pier Layout Sections & Details S2.pdf 303.88KB
Site Plan.pdf 4.17MB
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
f;rsare`fry e r 4 9�,2, & -�
Submittal Date 12/14/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* (-- Yes C No

REMOVE EXISTING LARGE.
CYPRESS TREE &
STRAIGHTEN BOARDWALK
BOARDWALK WIDENS
FOR BENCH ALCOVE
BULKHEAD SHALL FOLLOW
LAYOUT AROUND EXISTING
TREE WITH DECK CUT OUT
NEW FIXED PIER TO
MATCH EXISTING
o
_4 PIPE PENETRATION
r
GENERAL NOTES.
1. JOISTS SHALL RUN PARALLEL WITH BOARDWALK AND RAMPS SUCH THAT
DECKING RUNS PERPENDICULAR TO THE DIRECTION OF TRAVEL.
2. RAMP SLOPE SHALL NOT EXCEED 1:20 IN THE DIRECTION OF TRAVEL AND SHALL
NOT EXCEED Y4" PER FOOT CROSS SLOPE.
3. ALL CONSTRUCTION DEBRIS INCLUDING TREE (AS NOTED) SHALL BE REMOVED
FROM SITE AND DISPOSED OF IN A LEGAL MANNER.
4. CONTRACTOR SHALL SUPPLY CLEAN SAND FILL AS REQUIRED TO BACKFILL
WALL AND ESTABLISH GRADES AS SHOWN ON SECTIONS AND DETAILS.
5. ONSLOW COUNTY WILL REMOVE ALL BENCHES, SIGNAGE, TRASH RECE:PATCLES,
PICNIC TABLES, ETC. PRIOR TO CONTRACTOR BEGINNING WORK AND WILL
REPLACE THEM AFTER CONTRACTOR'S WORK IS COMPLETE. CONTRACTOR SHALL
COORDINATE PLACEMENT OF SUCH ITEMS WITH ONSLOW COUNTY.
6. NO OTHER PORTIONS OF APPENDIX B APPLICABLE.
WIDEN BOARDWALK TO
MATCH EXISTING LAYOUT
REPLACE EXISTING WITH
NEW VINYL BULKHEAD &
7.5' WIDE BOARDWALK
PIPE PENETRATION
WIDEN BOARDWALK TO
MATCH EXISTING LAYOUT
a IL
SCALE: APPROXIMATELY 1" = 20'
STRUCTURAL DESIGN
DESIGN LOADS: Importance Factors: Live Loads:
Wind (6) 1•0 Roof rfa psf
Snow (Is) 1•0 Mezzanine n1a psf
Seismic (1 E} 1.0 Floor 100 psf
Wind Lead: Ground Snow Load. 10 psf
Ultimate Wind Speed 150 mph (ASCE-7)
Exposure Category C
Wind Base Shears (for MWFRS) V%= n1a V, = nla
SEISMIC DESIGN CATEGORY: ❑ A M B ❑ C ❑ D
Occupancy Category (Table 1604.5) ❑ 1 11 ❑ ill ❑ IV
Spectral Response Acceleration S s I5.2 % g S , T2 % s
Site Classification (Table 1613.5.2) ❑ A ❑ B ❑ C [& ❑ E ❑ F
Data Source: ❑ Field Test [resumptive ❑ Historical Data
Basic structural system ❑ Bearing Wall ❑ Dual w1 Special Moment Frame
❑ Building Frame ❑ Dual wi Interm. RIC or Special Stl.
56 Moment Frame ❑ Inverted Pendulum
Seismic base shear: Vx = nIa Vv = n!
Analysis Procedure: ❑ Simplified 5� Equivalent Lateral Forces [] Dynamic
Architectural, Mechanical, Components anchored! [A Yes ❑ No
LATERAL DESIGN CONTROL: ❑ Earthquake Wind
SOIL BEARING CAPACITIES:
Field Test psf
Presumptive Bearing capacity 2, 000 psf
Pile size, type, and capacity
SPECIAL INSPECTIONS REQUIRED: ❑ Yes No
NO WORK
CUT OUT DECK FOR TIE NEW BOARDWALK
EXISTING TREES PIPE PENETRATION TO EXISTING WILDLIFE
RAMP AREA (TYP.)
..a
F
W+
_ _ 4
eO ✓fNM
WIDEN BOARDWALK TO
MATCH EXISTING LAYOUT
O
PIPE PENETRATION
WIDEN BOARDWALK TO
MATCH EXISTING LAYOUT
ON*
1. IF ANY CONFLICTS OR DISCREPANCIES ARE DISCOVERED BETWEEN THESE
DRAWINGS AND THE NORTH CAROLINA BUILDING CODE, 2018 EDITION (HEREIN
REFERRED TO AS CODE), THEN CONTACT ENGINEER FOR CLARIFICATION.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING ANY WORK
OR ORDERING ANY MATERIALS.
3. THESE DRAWINGS ARE FOR THE CONSTRUCTION OF A NEW VINYL SHEET PILE
BULKHEADfRETAiNING WALL AND FIXED PIER.
4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE
RESPONSIBILITY OF CONTRACTOR, CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE
DURING ALL STAGES OF CONSTRUCTION,
5. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED.
6. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ANY EXISTING
UTILITIES PRIOR TO BEGINNING WORK,
7. LAYOUT IS PROVIDED FOR INFORMATION ONLY. DRAWINGS BY STILLWATER
ENGINEERING ARE NOT INTENDED FOR RECORDATION, SALES OR CONVEYANCE.
8. CONSTRUCTION OF THE BULKHEAD SHALL BE IN STRICT ACCORDANCE WITH ALL
CAMA AND UNITED STATES ARMY CORPS OF ENGINEERS REGULATIONS AND
SHALL MEET THE REQUIREMENT'S OF ANY OTHER JURISDICTIONAL AUTHORITY.
EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE WITH OSHA
REQUIREMENTS.
9. THIS BULKHEAD HAS BEEN DESIGNED IN ACCORDANCE WITH SECTIONS 3604
THRU 3607 OF THE NORTH CAROLINA BUILDING CODE, 2018 EDITION, INCLUDING
SECTION 3604.5 WIND LOADS, SECTION 3604.6 IMPACT LOADS AND 3604.8 WATER
LOADS. WIND AND WATER LOADING DETERMINED USING ASCE 7. THE: DESIGN
WIND SPEED IS 150 MPH.
10, ALL WOOD MEMBERS SHALL BE SOUTHERN PINE MIN. GRADE No. 2. TREATED IN
ACCORDANCE WITH AWPA FOR GROUND CONTACT EXCEPT THAT 4X6 WALERS
AND 2X6 X-BRACING SHALL BE SEA -TREATED (2.5 CCA). RAILS, CAPS AND DECKING
SHALL BE SOUTHERN PINE #1 KDAT SKIS.
11. ALL FASTENERS, HARDWARE, ETC, SHALL BE 316 STAINLESS STEEL (SST).
12. BACKFILL FOR BULKHEAD SHALL BE CLEAN GRANULAR FILL AND SHALL BE
WASHED IN TO FILL ALL VOIDS BETWEEN EXISTING AND NEW WALLS.
CONTRACTOR MUST NOT USE HEAVY EQUIPMENT SUCH AS VIBRATORY ROLLERS
TO COMPACT SOIL WITHIN 15' OF BULKHEAD. CONTRACTOR MAY USE
HAND -OPERATED COMPACTION EQUIPMENT SUCH AS PLATE TAMPS, JUMPING
JACKS, ETC. TO ACHIEVE READ. COMPACTION WITHIN 15' OF BULKHEAD.
CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT TIE RODS/ANCHOR
RODS ARE NOT DAMAGED DURING BACKFILLING OPERATIONS. BACKFILL TESTING
IS NOT REQUIRED.
13, SHEET PILES SHALL BE ONE OF THE PRODUCTS AS SHOWN ON NEW
BOARDWALK SECTION. ALTERNATE MATERIALS ARE NOT ALLOWED WITHOUT
WRITTEN APPROVAL BY ENGINEER.
14. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF RECORD
(STILLWATER ENGINEERING) TO COORDINATE AND SCHEDULE CONSTRUCTION
VERIFICATION INSPECTIONS WHICH GENERALLY INCLUDES ANCHOR RODS, VINYL
INSTALLATION & WALERS.
15. NEW WALL ALIGNMENT SHALL BE IN ACCORDANCE WITH CAMA PERMIT. DO NOT
CONSTRUCT NEW WALL BEYOND LIMITS SPECIFIED BY CAMA.
NEW RAMP MAX.
SLOPE IS 1:20
PIPE PENETRATION
d 0,6
EXTEND NEW RAMP TO
EDGE OF PAVEMENT WITH
A MAX. SLOPE OF 1:20
REPLACE EXISTING WITH
NEW VINYL BULKHEAD &
7.5' WIDE BOARDWALK
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PROJECT# SHEET
E-20-12'1
DATE
11-25-20
smi
SCALE
SHOWN
DRAWN BY 1 of 2
NKS

2XI 0 P.gT, X10 P.T. 2X10 P.T.
I
6X6
2X 0 ?.T. 6X6 2X10 P.T. 6X6 2X10 P.T. 6X6
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2XI0 P.T. 6X6
CL. U,
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2X8 KDAT CAP
RAILS SHALL MATCH
DECKING, RAILS &CAP SHALL
BE FASTENED WITH (2) #10 X WILDLIFE RAMP TO 2X6 KDAT
EXTENT POSSIBLE
3" SST DECK SCREWS AT
EVERY JOIST & AT 6X6 POSTS CL
CL I 2X6 KDAT
Ln
't # 2X6 KDAT
CURB IS BOLTED TO DECK 4X6 P.T. CONT. CURB N
WITH %"DIA. SS BOLT &
WASHERS AT 48" O.C. 2X6 KDAT DECKING 2X6 KDAT
4X4 P.T. X 12" LONG 2X8 P.T. JOISTS
BLOCKS AT BOLTS AT 16" O.G. 2X4 KDAT
2X10 CONT. SAND
vo
2X10 P.T. CONT. BAND
,^FINISH GRADE -
:\YY 4X6 SEA-TREATED
WA
WITH %" SST
(2) %" DIA. SST BOLTS GIRDER �%v r _ ' BOLT AT 48 O.C. LLJ
TO 6X6 HERE & OPPOSITE DBL. 2X10 P.T. GIRDER �/ ��'
AT ONE SIDE OF POSji 4 j:
-F. PER LAMA PERMIT w �t
GUT EXISTING WALL DOWN DREDGE LINE
BELOW GRADE & LEAVE IN PLACE I \
OR REMOVE COMPLETELY AT
GONTRAcrawOWNER's oPTION�,�,
6X6 P.T. EMBEDDED 8'
BELOW GRADE MIN.
NEW BOARDWALK SECTION
SCALE: Y2" = 1'-0"
DECKING, RAILS & CAP SHALL
BE FASTENED WITH (2) #10 X
3" SST DECK SCREWS AT
EVERY JOIST & AT 6X6 POSTS
RAILS SHALL MATCH
BOARDWALK SECTION
71-011
2X6 KDAT DECKING
2X8 P.T. JOISTS
AT 16" O.C.
6X6 P.T. EMBEDDED 8'
BELOW GRADE MIN.
VINYL SHEET PILE (10' SHEETS
FOR HEIGHT UP TO 2' MAX. & 12'
SHEETS FOR HEIGHT TO 4' +/-)
SHEET PILE SHALL BE EITHER
TIDEWALL TW70, VANGUARD
STANDARD, CMI CL9900 OR
EVERLAST ESP 6.5.
2X8 KDAT CAP
2X6 KDAT
2X6 KDAT
2X6 KDAT
2X6 KDAT
2X4 KDAT
SEAL JOINT WITF-
SPRAY FOAM BEFORE
POURING COLLAR
BOARDWALK & PIER RAIL
SCALE_ Y2" = V-0"
8'-0" MAX. BETWEEN POSTS ----t
RAILS NOT SHOWN
6X6 P.T. EMBEDDED 8'
BELOW GRADE MIN.
(2) %- DIA. SST BOLTS -
DBL. 2X10 2X2 P.T. LEDGER
P.T. GIRDER
BOARDWALK PROFILE_
SCALE: Y2" = 1'-O"
® a
TYPICAL PIPE COLLAR AT WALL PENETRATIONS
SCALE : NTS
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cn DBL. 2X10 P.T. GIRDER ® JOISTS ARE LAPPED AND []
(1 AT EA. SIDE OF HOST) SIDE NAILED WITH SST NAILS
06 b (1) %" DIA. SST BOLT (TYP.)
0 `° 7'-6" MAX. SPACING ---- CL'
2X6 SEA -TREATED Q
X-BRACING WHERE O O.
SHOWN ON PLANS �.
2X6 KDAT DECKING 0 Z
2XID P.T. 0 0 w O
i 2X8 P.T. JOISTS
-_-_ DREDGE LINE
E 6X6 6X6 `�< . \ _Y AT 16" O.C. I.L
zX1ii P.T. .„,�;°: \ "��` ,, °,E - �`:` W-1
ON
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S� �> ? �I r� fig �
c i 1 6X6 A.T. EMBEDDED 8 ,
:`� ; •�i >, f,� . y 1 r . ;; i :. ---� J
au �
BELOW GRADE MIN.
N (2) %" DIA. SST BOLTS GIRDER i 1 LW
DBL. 2X10 P.T. GIRDER w
1 i I I TO 6X6 HERE & OPPOSITE 1 I J 1-� - SEE BOARDWALK PROFILETHIS SHEET FOR A MAX. w Z
_ J��I _ _ ��1 _ I t AT ONE SIDE OF POST 1 1 _
OBL.�XIO PT NEW BULKHEAD i j i i LONGITUDINAL POST > O
6X6 P.T. EMBEDDED 8' �1 1 w U O
_6X6 6X6 t
SPACING OF 8'-0"
BELOW GRADE MIN. i r i 1 (,jJ W�e�
NEW FIXED PIER SECTION z
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NEW BOARDWALK SCALE: Y2" = 1'-0" _-��`�_ _..�-��' .-
(SEE SECTIONS)
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SCALE: Y2" = V-0"
PROJECT# SHEET
E-20-121
DATE
11-25-20 =2
SCALE
SHOWN
DRAWN BY 2 Of 2
N KS

S
Y
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Coastal
Wetlands
Line
J ,
�r
n@Ip 46,
172 ry
WLF _L49
2,05
rb
c Z
.w
?rash \
car: \
ex. handrail
6hulkliead e Rill
ex- open area `I V �q
"I for ex. tree r
It �4 NOTE:
2 Contractor Shall Verify Location of
' 2 46 ex bench Existing Water, Storm Drain, and all
x 3 62 ex. 15" ex. wood walk Utilities Prior to Installing Sheet Piles, o
ex.15" ti ex. fence elt ex.berch ex om"try o
hw 7" (4,for ex_ trot elt
3'1� ^ 4�+. cons.Cps 9-4
2 a
x ehr n
` �� �a x) ® To \ N\
'n It 148 1.50
ex. 8" 2 "' r'r-"> N elt g+ n. r~i ,y. ex. bench _ / 5 % elt
wide conc. cant. 71 tg / Q / 2 h
wall S 3 4 stops ex, twin \ clt elt x / S / 41 isps
D dNOIlF
o+ f-r- 1 �� �}�= o,elr /'; ex benches g3 l�l
stecant. 5 Ip 660 b4mcyp o \ s'p� o `'s + Icy N ° / N New River
p$ �} o /
'o ex 6' concJ 0 p N -9a ex. picnic R 3q � Q / c✓
walarau �f a ex. 8' table i pp a%_ } top of / `' This New Portion of the Existing x
sprLna IoO9 widetiia11 t:..� tree pipe 0.82� Coastal e ..40 Sheet Pile, Handrail and Boardwalk o /173
O 'h' ex. 18" ,x. t�tl1i111 00P / o
ex. 15" P Wetlands / J is to Remain as is.
o hw hw ' N \ - ex- tree Q Line.
o Tj o • - .{ elt ! /% g Kew Walk & ex. Coastal
re oygA y L /J x Wetlands
a ° LLLJJJ \\ p� / Contractor Shall Raise Bulkhead oti 3 5 x2 0 One a
90
Onsiow County k6, 15 e P ex. picnic 1 �\ �o �{./elt wry Grate of Existing Yard ,f• 4n ^
D.B. 3922, Pg 399 ex. 8" table 2.9 �t�'
_ -0.92
x ! 2. � 9 Inlet to be 1" Below New yolk a a� Ab q o O + ?`- j1
wide coot. N ex. rrr,sh y 8ufkneud 0-72 of tin o a 1r 0 x inv. -2l ex. trre�+9 tree d/ 'ems D`9 x DT o t? ac -o.D6
,,dl it o y� elr Existing Ground Elevation.
x 2 46 s F O 3 Ci of Sacksonv lie
, "V ,� 02 e i elt W ,,7ti V ex. 1.2'x1.5' S/ W \ ..t.'
p { ex tray' ,,��//���� N c-' ti� O' D,6. 724, P 617
BO ^ 2 �Z. ,I. x. handrail -� N -7 �, +• 9 P ex handrail r
3 1 x 2.80 egw _ Z_ N d - f y J cant. mon. & bulkhead 1p
elt & bulkhead 91 ^ ern out! g X 1.05 \V 1( �'1
ex- bike racks s Flood Zom ex. bent k 3_- a elt 2 V ex. benches 'fir O -tom �Y
Convert Junction Box to Yard elp o , .� -9"- > y k _.� oy y
Inlet. Set To Elevation 1" Below !i� 9! 2 ? AE i +� 2.3 `L i el 24 5 aj �- eft ab �� ✓ \'� u o ✓ end ex.
ejb ex. picnic elt o��_ a1 3 brick wall
P o a � . elt n v3
Existin Ground Elevation-
t� _ r'v N ex, trash can - X 0 able c' ro e 042
g �� elp ex. bench I N I,y>g Z- �! elt N 35 ex, wood handrail
2-e9w eY 'A t{g ex, open area nv- 1.37 z71.2 � 9 w 9 u _ ex. sign ex-" o pp 1 n 265 I•T2 tit ex. benches ❑ _ek for ex. trace e7. ex. sin parki $ex. h/c ex, h!c
Re lace Existing a �jj
p ng c o J- ex. picnic I/ � sign k� 5191, cf Z „� ex. trash can �c 2$y ti v
Concrete Walk N ex. z4" f�_� cx 'ra "`�
table trash can elt in, 0.24 /.r ex N �.� 2-ex. elp O lex. 15" e
1r v 2-ex- picnic . _ b U x 2.21 ~' \�..-1 $ `�Opd elt o+;
xlr table O / wxd - ^ a 'trash" bollards ex -wood ex.W fr 1.To,5' hw p2�=lk r', elp
efh, r •.278 ex.conc.walk ❑�/r./pt lk o, a,� ss J ,,rS e i h �ex.picnic 2
ex. 12" water f o ex. tru O o a can / SC timbers Y nJ �5 ant- man q
- } ex. 18" tabu .x p.cmc ex. taste s� d top 0,80 table
11 e + 1 cqn / - 0 3.$8 ex ® ex. picnic
lj 2.95xe xv II J - M1 k 0 O l ni 2.
e4'r hw o clp El
picniclt 3.i1 r rrbla r�; �{J c.d 4f, .inv. (-)120 / �.`�s:ar tab4 2' exlag ! '!
O a table ti e> trash can /r-�f"
q el ^r ex- trash can ex. h/c "� �. w �e T. a si �� ex. 15, q1
1 's`t ePl p 1~� m �� e hw exf3.2'x1.7'
1 x 1.97 dial _ r
Legend:
Conc. - Concrete
c&g - Curb & Gutter
D.B. - Deed Book
ex. - Existing
❑ ecb - Existing Catch Basin
❑ eeb - Existing Electric Box
Qefh - Existing Fire Hydrant
0 egv - Existing Gate Valve
egl - Existing Ground Light
I. egw - Existing Guy Wire
❑ ejb - Existing Junction Box
elt - Existing Light
elp - Existing Light Pole
O emh - Existing Manhole
0 emw - Existing Monitoring Well
epl - Existing Pedestal Light
0 epp - Existing Power Pole
0 esp - Existing Service Pale
® ewsv - Existing Water Shut-off Valve
❑ eyi - Existing Yard Inlet
hw - Hard Wood Treet
inv. - Invert
0 ISF - Iron Stake Found
M.B. - Map Book
mbp - Metal Base Pole
mon- - Monument
0 INS - Nail Set
Pg. - Page
0 PKF - PK Nail Found
rcp - Reinforced Concrete Pipe
PIW - Right-of-way
e sfm - Sewage Force Main
SPS - Sewage Pump Station
sd - Storm Drain
u.g. - Underground
WFL - Wetlands Flag
- Coastal Wetlands Line
Existing Water Line
ohpl Overhead Power Line
Q - Existing Shrubs
Survey Notes:
1.) Topographic information taken from on actual survey by
Parker & Associates, Inc., in October 2020, and previous
surveys of Tallman Street dated October 2011 and Onslow
County Justice Complex dated 11-9-15.
2.) Boundary information taken from an overlay of record maps
and partial survey information from Parker & Associates, Inc.
dated October 2020-
3) Flood Lines taken from an electronic overlay of the FEMA map
CPN 370178 4376 J and CPN 370178 4366J (City of Jacksonville).
Effective November 3, 2005
4,} Storm Pipe sizes & location from field locations and design plans.
5.) The GP5 portion of the control work was performed to third order,
Class I, FGCC specifications, the coordinates were obtained by Real
Time Kinematic Differential GPS Observations using Trimble Survey
Grade 5800 GPS Unit, NCGS RTK Network Adjustments to NC Grid
NAD'83, 2007 Adjustments- Average Positional Accuracy is 0,07'
6.) All distances are horizontal ground, U.S. survey feet.
Onsbw County
0.8. 686, Pg. 137
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General Notes:
1. The intent of this plan is to replace the existing bulkhead, pier,
boardwalk, handrails, and lighting along New River.
2. The new bulkhead shall be vinyl Sheet Piles placed 2' from existing
bulkhead on water side. Then the existing bulkhead, boardwalk,
handrails, shall be removed and properly disposed of and replaced.
3. See Structural and Electrical Plans for more detail-
4. Contractor shall take precautions as needed when driving Sheet Piles,
not to damage existing storm drain or other utilities.
5. Onslow County Officials shall remove all signs, trash cans, benches,
picnic tables, etc. from the boardwalk area, prior to demolition, then
replace them after construction is complete.
6- Contractor shall verify location of existing water and sewer mains and
report any deviations to Engineer prior to construction.
7. As of October 1, 2014, anyone digging with mechanized equipment in
highway right-of-way, private utility easements, or public spaces will be
required by North Carolina law to give notice of the proposed excavation
to all existing area utilities at least three to twelve business days before
starting to dig. The utility owner is to locate its facilities in the area of
the proposed excavation. Utility members of North Carolina 811 can be
contacted at 1-800-632-4949 or Call 811.
8. Contactor is responsible for contacting any utility company that is not a
member of ULOCO.
9. Contractor shall verify location of all underground utilities prior to
commencement of work.
10. Contractor is responsible for any damages to any existing utilities.
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1 1 II 1 ONSLOW COUNTY
NEW RIVER WATERFRONT PARK REPAIRS
Jacksonville Twp., Onslow Co., North Carolina
Owner:
Onslow County
234 NW Corridor Boulevard
Jacksonville, North Carolina 28540
DATE: 11-10-2020 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 111=30' FEET
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Field Nook: Jacksonville, North Carolina
Filename: NRWFP-Site.dwg KHW 9
Disk Name: Aced P.O. Box 976 - 306 New Bridge Street - 28540
5it
Job No.: S200715-7434 Sheet 1 of 1 Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
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