20240706 Ver 1_More Info Received_20240710

Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Lot 18 I
Camp Davis Industrial Park
M.B. 84, Pg. 34 I
Town of Holly Ridge
D.B. 5665, Pg. 720
ale LI Zone I
'0 Undeveloped
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/ Passible
Lot 17 Overlap
Camp Davis Industrial Park C�avlS `r � Camp M.B. 84, Pg. 34 / P
Town of Holly Ridge
ti
13'
D.B. 5665, Pg. 720
L1 Zone
Undeveloped
f
iu
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I � 45'
N45a45150 145.29'
/ Is
Building #3
12'4" i2'4" 12'4" 12'4" F
,.\ �.\ Y
#7
f 28'R
89.2
Building #5 Q
12'9"
102T
6' High Opaque Fence
Setbacks Proposed BuildinFzs:
Building #1
Front Yard ...................
Side Yard Left ...............
Side Yard Right ..............
Rear Yard ................"...
Building #2
Front Yard ...................
Side Yard Left ...............
Side Yard Right ______________
Rear Yard ....................
Building #3
Front Yard ...................
Side Yard Left ...............
Side Yard Right ..............
Rear Yard ....................
Building #4
Front Yard ...................
Side Yard Left ...............
Side Yard Right ..............
Rear Yard ....................
Danny Lee A
Joan M.Ottaway
D.B. 3538, Pg, 588
R-20 Zone
Undeveloped / Wooded
6' High Opaque Fence
(install No Closer than 3' from
the Property line, with the Finished
Side Facing the Adjoining Parcel)
13'
14/ 41 �
MAE
Wetlands
Line (Typ.)
#2
Setbacks Proposed Buildin
Building #5
135'±
Front Yard ...................
6761±
2731±
Side Yard Left ...............
111±
13'±
Side Yard Right ..............
1901±
5601±
Rear Yard ....................
1741±
Building #6
3811±
Front Yard ...................
3631±
2391±
Side Yard Left ...............
121±
131±
Side Yard Right ..............
1921±
3141±
Rear Yard ....................
313'±
Building #7
6291±
Front Yard ...................
1321±
2061±
Side Yard Left ...............
811±
131±
Side Yard Right ..............
861±
661±
Rear Yard ....................
1201±
Office
8431±
Front Yard ...................
511±
201±
Side Yard Left ...............
1541±
511±
Side Yard Right ..............
1031±
201±
Rear Yard ....................
8341±
Emergency Access Drive 13'
(B"CABC Material) Typ,
553025' 56"E 514.691
2' 4" 12' 4" 12'4" 12'4" 4"
12'4" 12'4" 12'4" 12'4" 12'4" 12'4" 12'4" 124" 12 4" 12'4" 2'4"
�i2'4" 12'4"\4" 26` :.: W
12'4" .. $uilding #1
0 209.66'
356.59'
Notes:
1. All drives & parking to be asphalt.
2. Site is not affected by any special flood hazard per FEMA map
CPN 3703575 4237 K (Town of Holly Ridge). Effective 06-02-2021.
3. There are no Areas of Environmental Concern as defined by the
Coastal Area Management Act (CAMA) on this site.
4. Boundary information taken from survey by Charles F. Riggs &
Associates, Inc. dated November 30, 2000 and recorded in
Map Book 40, Page 130.
5. Preliminary wetlands taken from Southern Environmental Group,
dated 02-07-2023.
6. Development Area is wooded.
7. Stop signs shall be RI-1, 30"x3O" high intensity diamond grade
reflective, installed on a breakaway or two piece "U" channel post,
7 (seven) feet above adjacent pavement height to bottom of sign face,
with a horizontal clearance of a minimum of 1 foot from existing
pavement edge to outermost part of sign.
8. No Register of Deed search done by or furnished to surveyor
regarding deed or covenant restrictions.
9. The GPS 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 (2011). Average Poistional Accuracy is 0.08'.
10. All distances are horizontal ground, U.S. survey feet.
11. The existence of utilities may imply the existence of an easement.
12. Buffer to meet the requirements of the Town of Holly Ridge
Zoning Ordinance.
13. 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 within 3-12 working days before starting to dig. The utility
owner is to locate its facilities in the areas of the proposed excavation.
Utility members of NC 811 can be contacted at 1-800-632-4949 or dial 81I.
14. There are no properties or buildings on the National Register of Historic
Places within this project or adjacent properties.
15. This site is not within the Flight Path Overlay District.
16. Trash to be removed off -site as needed.
17. No Commercial Vehicles to be Stored on Site.
I I
i !
Existing 10' AT&T — + A
Utility Easement per
M.B. 40, Pg. 130! !
! i
! 95e13
1 1 37-c
ex. sign
135.75'
5R��.}-4 _.
p
5 Spaces I
•R
wT
133 58'
38.5'
�
32`
1
! wetland
,p
10
! Lire (Typ.)
3
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! !
LL
F.! ,
rsru�
DriNeway Easement
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I:
!
per M.B.40,Pg. 130
r
al�
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Builder Stormwater Pond
g6 6' High Opaque Fence 3
26.. Install No Closer than 3' from
i4 14' 14 14, - _ (see Sheet 6 of T) ( ! i
�— i4 i4 24 14 14 the Property Line, with the Finished f
14 14 14 I4 14 14 14 Emergency Side FaciN the Adjoining Parcel)
I (Install No Closer than 3' from I ! ~ r J
erty
L the PropLine, with the Finished /"6
12'Side Facing the Adjoining Parcel) :�� f�6 2 r 6-3
\ j 6-4
f ,
f j rJ ff r
Arhhyp,7 4 r � 7-5
jet , 6,1
py f Existing Ingress, Egress, 1 f
1 Drainage A Utility Easement
per M.B. 75, Pg. IS
Camp Davis Industrial Park DD f r I f
Lot 16 j ! ~ � L
f!
eaCon y V ��r 4
M.B. 84, Pg. 34 / U ! °ds DriVe Phase 4, Towns at Holly Ridge A& °?
Town of Holly Ridge l M75, Pg. 18 +�+ or
a R tF
.B.
D.B. 5665, Pg. 170 / R-20 Zone � f N
LI Zone r r Townhomes `" S ~ ! w
Undeveloped
L 1 t g 8 - j '" -S ^ Phase 3, Towns at Holly Ridge
CV w o ! ro M.8.73, Pg. 222
I �r � R-zo zone
J�
� 4 Townhomes
_, - 1
J;5e r[ 5-5 _
�4:6 i `45 li 4 4 i flrf :131,
Rev. 05/03/2024 KHW -Revise tract data and buildings, adjusted buffer, added sidewalk, ONWASA utility easement and sign
(8"CABC Material) Typ.
Common Area PKF
N45°47'29"W 200.11'
�I - F�dstirg 20 Comp curb cut
`ng!f p�M� 9. j
mo N45'4
Common Area 5'20"W 200. '
11 ! I i I51
f 8 4,`8-6
r\ 9 3• _ _ 4Vtrfriy D'°" j I i i
! j _ MlIe"t
'�'J�,94rf�95rI� `�1r� �pgz4
existing B
Q jf f �4 6SW ! I !
f f Stormwater Easement !
Per M.S.70,Pg. 24 ! i
rCommon Area
! Phase 2, Towns at Holly Ridge `& °j w�`t- ' ' The Townes at Holly Ridge i 'g
f M.B. 73, Pg. 118 w c, l �i� HOA, Inc. I i
R-20 Zone g �^ f -L LL
I i i
Townhomes ! I Phase 1, Towns at Holly Ridge
a .4 ` j M.B. 70, Pg. 24
p°ig< BeaC Phase 1, Towns at Holly Ridge R-20 Zone ! ! l
o °n W°odS �.' MB. 0 Zone 4 r — LIB A
xveL
L
Townhomes
_ 11 i
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f r ! <7r�
f`26rf,25iJ`2-4i �� % I
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Proposed
5' Concrete
Sidewalk
I curb cut
1 �
U)
C?
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LEGEND
Ac. - Acres
■ cmf - Concrete Monument Found
D.B. - Deed Book
efh -Existing Fire Hydrant
emb - Existing Mail Box
eop - Edge of Pavement
® epb - Existing Phone Box
p epp - Existing Power Pole
0 ewm - Existing Water Meter
ex. - Existing
Q ISF - Iron Stake Found
MBI_ - Minimum Building line
M.B. - Map Book
R/W - Right of Way
Pg. - Page
R - Radius
Typ, - Typical
—a— - Sign
- Traffic Flow Arrow
- Wetlands
Tract Data
Total Area ................... 5.7 Ac.
Acreage of Land to be
disturbed or exposed ....... 5.7 Ac.
Number of Lots ............... 2
Proposed Use ................. Storage
Existing Use ................. Undeveloped / Wooded
Water ........................ ONWASA
Sewer ........................ ONWASA
Zone ......................... C Zone
Fire District ................ Holly Ridge
ISO Rating ................... 4
Number of Employees .......... 2
Hours of Operation ........... 9 AM to 5 PM
Number of Units .............. 142
Tax Map 734, Parcel 47.7; Pin: 423703220075
Tax Map 734, Parcel 47.8; Pin: 423703221164
Ref.: D.B. 5944, Pg. 454
M.B. 40, Pg. 130
Setbacks:
Front Yard ................... 50'
Side Yard .................... 10'
Rear Yard .................... 15'
Building Data:
Existing S.F. ................ 0 S.F.
Proposed S.F.
Office ..................... 2,080 S.F.
Building #1 ................ 6,290 S.F.
Building #2 ................ 6,290 S.F.
Building #3 ................ 5,920 S.F.
Building #4 ................ 6,300 S.F.
Building #5 ................ 2,678 S.F.
Building #6 ................ 11,970 S.F.
Building #7A 10,290 S.F.
Building #7B ............... 9,555 S.F.
Building #7C ............... 9,555 S.F.
Building #713 ............... 9,555 S.F.
Total Proposed S.F. .......... 80,483 S.F.
Total S.F. ................... 80,483 S.F.
Total Ground Cover ........... 32.6%
Building Heights:
Office ..................... 18'
Building 41 ................ 18,
Building #2 ................ 18'
Building #3 ................ 18'
Building #4 ................ 19'
Building #5 ................ 18'
Building #6 ................ 19'
Building #7A ............... 18'
Building 47B ............... 18'
Building #7C ............... 18,
Building #7D ............... 18'
Parking Data:
Parking Required ............. 1 Space per Employee
2 Employees = 2 Spaces
Parking Provided
Existing Spaces .............. 0 Spaces
Proposed Spaces 6 Spaces (1 H/C Spaces)
Total Spaces ................. 6 Spaces (1 H/C Spaces)
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34978
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Site Plan
HURRICANE HOLE - SOUTH
BOAT AND RV STORAGE
597 & 601 U.S. Highway 17 S.
Stump Sound Twp., Onslow Co., North Carolina
Owner:
Alusa Management, LLC
103 A Bluewater Lane
Surf City, NC 28445
[phone]
DATE: 03/15/2024 GRAPHIC SCALE: 1"=50'
0 50 100 150
SCALE: 1rr=50' FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
DisField Book: N/A Jacksonville, North Carolina
File Name: Aced 3195A P.O. Box 976 - 306 New Bridge Street - 28540 jwl�.
Filename_ Hurricane Hole south - 5ite.dwg KHW ` Phone [phone] - www.TidewaterENC.com Est. 1961
Job No.: S230831.8441 Sheet 1 of 6 Firm License Number: F-0108