NCC216474_Site Plan or Location Map_20211130

General Notes
Erosion and Sedimentation Control Notes:
I. Install water mains.
Tract Data
Legend:
1. Topographic information was created from a combination of Lidar elevation data
J. Maintain erosion control measures as needed to assure full funetionability.
obtained from the N.C. flood mapping program, and ground topographic survey by
1- Clearing or grading operations shall begin at low points of outfall release
K. Fine grade street. Place CA BC over compacted Subgrade. Install asphalt surface
Total Area .....................
Acreage in Parks or
6.01 Ac.
- Benchmark
AQ�Ch
Parker & Associates, Inc.. NAVD'88 Datum. Lidar contour lines are not adjusted
or other locations where sediment control measures are shown on the
course.
- Cord
to match ground shots.
plan and the sediment control devices (sediment traps, silt fences,
L. Complete fine grading of roadside shoulders and swales.
other land usage ............
4.31 Ac.
Ct- Centerline
2. Boundary information taken from previously record maps.
diversions, stormwnter treatment areas, etc. shall be installed before
M. Reseed and mulch shoulders and swales. Install liners on all swales.
Acreage to be Disturbed
2.86
� CSD -Compost sock Dam
3. Most of the development area is wooded.
4. All easements to be drainage and utility at dimensions shown,
or simultaneous) with the disturbance of an area drain to the device.
Y Y n9
N. Provide round stabilization (Temporary or Permanent on perimeter areas and
9 P 1'Y } F�
or Exposed ..................
Number of Lots .................
Ac.
20 (Duplex)
D.B. - beed Book
efh -Existing Fire Hydrant
unless otherwise noted.
2. Sediment control devices and structures shall be installed, maintained and
slopes greater than 3:1 within 7 days following the completion of any phase of
Minimum Lot width ..............
60'
5. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
amended as needed to provide effective control of accelerated erosion and
grading or construction; and 14 days for all other areas internal to the project.
Minimum Lot Size ...............
15,000 s . f .
® egv - Existing Gate Valve
Management Act (CAMA) on this site,
sedimentation until the contributing watersheds are stabilized.
4. Seeding Specifications:
Average Lot Size ....... . .......
3,717 s . f .
egw - Existing Guy Wire
6. Wetlands line Survey b Southwind Surveying and Mapping,Inc. dated 1/1B/17,
y y y
3. Construction Sequence:
Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed mixture shall be
Smallest Lot Size ..............
3,427 s . f. (Lot 2A)
cop - Edge of Pavement
and signed by the U.S.A.C.O.E.
7. Stormwater from this drains to an unnamed
- -
A. Notify Engineer, owner and Land Quality Section prior to beginning
distributed uniformly and covered with a clean straw mulch. All mulch shall be crimped
Linear Feet of Drive .
- '
800 L.F.
© epb - Existing Phone box
O epp - Existing Power Pole
project
trubutary to Turkey Greek which is classified as SA;HQW.
construction.
or asphalt tacked to hold in lace. Material and application rates as follows, and are
p p PP
Proposed Use ...................
Existing band Use ..............
Single Family
Undeveloped
Q erpz - Existing Reduced pressure Zone
8. For additional information, see plan and profile and detail sheets.
S. Install stabilized construction entrance at point of access,
generally considered minimums. *Mulch rate to be doubled is crimped':
Water Service ..................
ONWASA
eupb - Existing Underground Phone Box
9. This site is not affected by any special flood hazard per FEMA
C. Limits of clearing will be as shown. Owner m lessen the amount to clear.
may
Material Application Rate
Sewer Service ..................
Pluris (Gravity Only)
p ewm- Existing Water Meter
CPN 370575 4258J (Town of Holly Ridge) effective date Nov. 3, 2005.
Confirm prior to start of work Silt fence shall be installed at the down slope
Lime 3000 lbs./ac.
Fertilizer (10-10-10) 750 lbs./ac.
Zone ...........................
R-15
ex -Existing
edge of clearing immediately after a lot is cleared. Silt fence shall be
Mulch 2 tons/ac.
Fire District ..................
y Ridge
Holly
FFE-Finished Floor Elevation
Note:
maintained until the lot is stabilized completely. Silt fences are shown based
Asphalt Tack 435 gal . /ac. (Max)
ISO Rating .....................
9
Inv. -Invert
Contractor shall insure that he and all his workers (contractors,
an topographic information in the locations expected to be needed to trap
Permanent Seeding
Tax Map 747C, Parcel 74
L- Length
subcontractors and other site personnel) do not damage construction
sediment prior to entering down slope areas. Actual locations of installation
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 lbs . /ac .
PIN 424804 948814
L.O.D. -Limits of Disturbance
M.B. - Map Book
stakes or other measures used in laying out the project whether b
p J y
shall be adjusted to the actual physical on site topography. That is, where silt
( Hulled April 1 - Sept. 1) 75 lbs . /ac .
p
Deed Ref.: D.B. 4451, Pg. 289
MEG - Match Existing Grade
the Engineer or another entity including those under the employ of the
fence is not shown on the plan but the actual topographyreflects a downward
P
Rebel" Fescue 50 lbs . /ac .
M.B. 71, P 127
g -
O MH -Manhole
contractor. Contractor shall cause his workers to observe and verify
slope, silt fence shall be installed. Where the actual topography reflects on
Rye Grain (Sept. 1 - April 1 only) 50 lbs . /ac .
N.C.S.R. -North Carolina Secondary Road
to the fullest extent practicable that stakes, other measures and grades
upward slope silt fence is not required.
German Millet (April 1 - Sept. 1 only) 50 lbs . /ac .
Setbacks: (Holly Ridge)
Pg, - Page
are, or appear to be, accurate and correct, and immediately, but prior
D. Clear & grub entire area within the clearing limits as shown.
Temporary Seeding
Dec. 1 -- Apri 1 15
Front Yazd .....................
25'
C) PK - PK "Nail"
to any associated work, notify the staking entity of any potential conflict,
E. Strip topsoil ,& stockpile for later use.
Kobe Lespede za 50 lbs . /ac .
Side Yard
8'
RCP - Reinforced Concrete Pipe
error or question regarding the work. The Engineer shall not be responsible
F. Construct sediment traps and rock check dams where shown. Construct drainage
Rye Grain 120 lbs . /ac .
......................
Side Street
25'
R - Radius
if all of the above measures are not strictly adhered to. The Engineer sholl
swales. Install sewer then storm drainage piping.
April 15 -- Aug. 15
.......... ..........
Rear Yazd .....
15'
R/W - Right-of-way
not be responsible where due to damage, his staking can not be verified.
G. Immediately seed, mulch and install temporary liners to swales.
German Millet 40 lbs . /ac.
S.S. - Sanitary Sewer
For critical or costly components of the work, where the contractor believes
H. Rough grade streets.
Aug. 15 - Dec. 30
that staking may not be preserved, the contractor shall request the stakirg
Rye Grain 120 lbs . /ac.
entity to place staking in an area where its preservation can be insured.
5. Once all areas have been stabilized, contractor is to remove temporary erosion control
measures, regrade, & mulch to restabilize these areas.
/
6. For additional requirements, see the approved erosion and sedimentation permit.
/
- 49 i
Wetlands Line
�:;E
I
� Qy
50 i
Ertle b. Carlyle
epp _V y
D.B.1513, Pg.136 _V
1
IV /
The Landing at Folkston
HB Zone ¢ y
_VIV\
y
Phase I Multi Family
M.B. 63, Pg 5
Multi Family Residential lI
/
Zone R-15
y
y
_y
y /
IV
Multi Family Residential
IV
IV \
IVl IV
IVy
IV
IV _V
y -66
IV
y � � � IV
IV
53�
I ' IV
Iv
1
_ `
IV
IV_V IV
v IVIV
''•
'
The Village at Folkston '
Phase I
cl sf - Clearing Limits / Silt Fence
cs - Compost Sock Line
-� - Flow Arrow
to - Lot Label
O-Pipe Label
••• •-• - Proposed Ditch
sroP _ Stop Sign
ohpl - Overhead Power
UG - Underground Utility Line
- Wetlands Line
rl• - Wetlands
X 67.00 - Spot Elevation
xLC 67, - EX. Spot Elevation
- Sediment Trap
i
- Swale Label
1
CA :E y IVy _VIV\ 51, ' M.B. 63, Pg 114 i
a IVy IV
IV _V IV a! Single Family Residential '
�- Wetlands Line JI
3 v /� Per�A.B. 64, Pg 130 y v IV
y
� C7 20, I� V y IV y IV
I(: y y IV y „ IV IV
v y y y y y y I 63.02
ff a� 7�
I y IV
i n _V y y I ex. Inv. Pipe
�Il y y _V y y y IV y _ 61.22
IV
Wild Roots, Inc. I IVIV_V IV IV _V IV
b.B. 2910, Pg, 600 II V I y 4 IV I y y _V IV IV _V y y y
HB Zone a ( I s � y y _ y y y y I y IV y 3f _V IV y y y �b2
Undeveloped � ,n I: I [,� y _V y y -a IV _V y _V y y IV IV y _V y IV y v y y
o I -V y Common Area
� I i v y � y �` y � y y 'r y y fi6.56 y V �� � ar y y � y y L y y
w i t y IV y (open 4.1 Acres) y y y y IV y \ NY IV y y I y _V I IV � y
V y _V y y _V y IV IV y _V y y y _V y IV y IV y y _V y 63.38
1
I l y IV _V I y y _V s+ y y y ar y y y y y y _V y 61 y _V y I y y _V _V
-1 I y y ar _v y IV j y v y y y IV I
1.1 y y y y y y y y y y y y 66.57 y f yIV y _V y y I
Clenri Site
y _V ar y _V �+ y IV �+ y -V ar y , y 7. Limits y JI
I y
I _V y y _V W Silt Fence at Common Area y y
v I a y Begin silt Fence y y IV y y y y y y W �(y ,I Wetlands Line _V (Open Space) y IV y W r' I63.72
at Wetlands y y y y y 66.1s`IV 4.31 Acres j �. Benchmark
Begin Ditch I I y y y y y „ y y y y IV BM Eiev = 64.98
R rndi to n y y y = y y ' Bolt Closest
I: y y Cleari Limits y y y 65.55 IV IV y "
"- pipe A v .v y Clearing y y y 1 to M m Mueller
� �' y �' y Silt Fence at y y y I► `�.06 a y � �+ y I' I Datum NavD '88
_V _ y y y Wetlands Line IV 67.03 ` _V y _V y
ly IV y IV y v y y Wetlands Line
y .y y y �' y y y Y 67 sA s66b38 7A 7s 1L y 65.86 V Per M.B. 64, Pg 130
d I I .v _V y Wetlands Line y y _V y 6.80 se O 8A -6 - _V _V IV 1 20' • VO (Y\
y y Per M.B. 64, Pg 130 y y 66.91 6A "Y . `..; 66.14 y IV IV y ! j IV 63.77 f +
ICI 1
1 fb I IV y O j Grade Area for positive
IVIV1
v 1I sA drainage from wetlands JI I� j
F IVIV'y IV 4A as overflow area to pipe B. / f
X66.65 C1- sf f� 9B y
I � _V0O 66.65 • �� 67.07X 1 65.4z IV y
IV _V I
Begin New bitching
. r y IVDitch Elev.64.50 c' 66.9 IV
IV .1RP,
Sylvia Wright Audet 66.6 / ,i,.. F F.: •; * I Folkston # ! !.0
b.B. 5E, Pg. 586 66.48 `t.' : y IV
Tract #4
L.O.D. at I to y
HB Zone Ex. EOP 4` �. •,. ?:-�.�`.:•,�.. ; `.l�.a. 'i D.B.
71; Pg 1279
Single Family Residential '.. X .. •' R�. y ex.�rtai�
Zone R-15
X IV Zone
Undeveloped
I a Inv. In `e; `;' �•+ 1 ..; } V 1
Stabilized i 641 #' a i
Construction I 0 '' x66.64 4 ' `` i0A 3 a 1 Compost Sock
;' S for Disturbance
Entrance MEG 66.22 e••' � h' ' �` b7.13 •` ' x: ... �_ `F .�.."� y d x
66.52 CSD ..�...-- ..••-•1 toH y d f for Sewer Connection
$ ti _ B f, t. CL sf �.~1 • / Inv. In 64.2e ,n
egw O x• -. �� �] CL Y.M. 62.75
I E' b6.40 _ •� Ditch �' �( `
k `1 .' . 64.50 - ..
i
4' wide brick
sign for MEG
R/W The Landing 66.90
� ohpl--�
ex- spindW
ex. inv. in �284,792.35
64.07 E-2,449,403.75 / ex. inv. out
_ Or 63.89
R/W
A L -41
X 66.72 1
rs r66.001X
0
gyp/
eugpb epp egw
chp It oh101 oh I of
- CSD-----------
�a Area to Remain Wooded
1
X 66.67
CSD 1 5T#1 HOLLY RIDGE ST#2
epp CITY LIMITS _
1' ohpl h I ohpl ohpl ohpl ohpl ohpf ohpl oh 1
-----_ ------ - -- - - - - - - ._ -- - - - -
-_ ---- - - - - -
--------T_....-.-._---�..- -I C54---....._- - -
Cleanout Ex. Ditch for Positive
Drainage between Driveway Culverts,
Maintain NCDOT Road Section.
NCSR 1532 - 60' R/ W
R/W
4' wide
brick }
column
- ahpL - - ohpl ` ohpl R/W
ex. spindd
ex. Inv. Out \ N-284,489.31
61.13 E-2,450,097.28
Field Book: Snoods Ferry #4, Pg. 67-69
Disk Nam: Acad #2520
Filename: Folkston Woods - iH-Gen dwg SJS /JRK
Job No.: S200910-7478
ex. Inv. Out
61.04
R/W
Sheet 3 of 7
Roads & Draina(ye Notes:
1. The streets to be constructed for this project are subject to acceptance by the
Town of Holly Ridge, and similar to the N.C. Department of Transportation
Certification Program and Quality Management System Maintenance Version
Requirements. The Contractor, at his expense, shall provide test results on
1) Subgrade, 2) Base and 3) Pavement. The Contractor shall insure that all
construction and testing is performed in accordance with the N.C-
Department of Transportation "Standard Specifications for Roads and Structures",
latest edition, 2006 Hot Mix Asphalt Specifications and Manual, and "Quality
Management System Maintenance Version", and shall report the testing and /or
core locations, test method, results and D.O.T. allowable range or tolerance, as
applicable. Subgrade shall be tested for density and shall be proofrolled by the
testing Engineer or the Engineer or Surveyor who will issue the Final Certification.
Base and pavement shall both be tested for density and thickness. If Parker &
Associates is administering the construction they must also proofroll the stone.
Twenty-four (24) hour advance scheduling before proofroll. Testing for pavement
shall be certified by either a professional Engineer or properly certified QMS
technician and shall be in accordance with QMS criteria. Required thickness for this
project is as shown on the plans. Note that thickness for widening or turn lanes is
greater than that for internal streets.
2. Minimum Densities:
Subgrade 100%
Stone Base 100%
5 9.5C 92%
3. Notify the Engineer or Surveyor, who will issue the overall Final Certification, of all
phases of Roadway Construction.
4. All metal used for any type of catch basin or inlet shall be produced in the USA.
5. A minimum sight distance of 10'X70' shall be maintained along the right-of-way of
all internal intersections.
6.20 foot radii at right-of-way intersections, 30 foot radii at edge of pavement
intersections.
7. All culverts under streets shall be reinforced concrete per North Carolina
Department of Transportation Specifications, unless otherwise specified and/or
approved by the Engineer and/or Department of Transportation.
8, All roads shall be public and built to NCDOT Standards for acceptance by Town of
Holly Ridge.
9. There shall be no encumbrances within the Right-of-way.
10. All materials and practices shall meet North Carolina Department of Transportation
Standards.
11. For other detailed construction notes, see plan and profiles.
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Grading, Drainage, Erosion and Sedimentation Control Plan
Folkstone Woods
Slump Sound Twp., Onslow, Co., North Carolina
Cwner/Developer: FolkStone RP, LLC
1000 Hunters Trail
Midway Park, North Carolina 28544
[phone]
DATE: 09-20-2021 GRAPHIC SCALE: 1 "=40'
0 40 80 120
SCALE: 1"=40'
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyor's - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.- idewaterENC,com Est 1961
Firm License Number: F-0108