20141255 Ver 3_More Info Received_20210805

■ 1
VICINITY SKETCH NOaTTOSCALE
FINAL DRAWINGS
Released for permits only,
not released for construction.
8110
-7, iv.
JAMES L. MAXWELL C& E MYARBORO & Know what's below.
MA MAXWEWEAVER RLOTTE M.
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, . �' 9 I SECTION V - PHASE B
FCT/ON I
�., SECT/O B : • . • : • .:
MAXWELL & E M YARBORO &
& CHARLOTTE M.
WEAVER
DB 4899, PG 398
MB 20, PG13
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THOMA S ENGINEERING, PA est 1983
civil engineering .land development.project management
GENERAL NOTES
1. BOUNDARY AS SHOWN IS AS PROVIDED ON THE MAP TITLED "ONSLOW 22
ROCKY RUN ROAD TRACT" RECORDED IN M.B. 60, PG. 181. AND
COMPUTED INFORMATION. THIS MAP OR PLAN DOES NOT REPRESENT A
SURVEY. INFORMATION IS PLOTTED FROM COUNTY RECORDS OR OTHER
SOURCES AS NOTED.
2. SECTION 404 WETLANDS ARE AS SHOWN ON THE PLANS. WETLANDS LINE
DELINEATED BY LAND MANAGEMENT GROUP INC.: SURVEYED BY PARKER
& ASSOCIATES, INC. IN JANUARY2009, DELINEATION APPROVED BY THE
U.S.A.C.O.E. ON 03/10/2014.
3. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS PER THE MAP ENTITLED "STREAM EXHIBIT MAP -
ONSLOW BAY" BY PARKER & ASSOCIATES, INC., AND APPROVED BY
ON APRIL 4, 2015. SWIG CERTIFICATION # 024-0000.
agt
(,O
UtheI1�A�?9
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A
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LANDING, SECTION
PARADISE POINT SECTION
N-V •q•ii \
:
d^ Jy74`. 420,
CtGa`�sAr �Cigo,
L) o\� I `/o6,7 , \ /
, l PARADISE POINT '� ' • : : 404 Wetlands ONSLOW LL
e..Sl \ O G Cap, St0 O C.
ce i j /\O � SECTION V -PHASE A
C �G \r c @C, P .p DB 3898, PG 260
0 CO(-9. MB 63, PG 426
�� �o /p 6 W \ p \ F • ° M CO c�� 404 Wetlands '' Fcr\ /�� 0• d//h Undeveloped
'9�i : • �. �' / °q�, p O� �v� f(j/ Zoned R-10
' (�� ' , g QJQ j �� u'F eL/c�z\ �Jy, Zoned
, QS�eog\4.
c LOcq<FLOOD
olop
pL\rjSTONES
III & B4 -
IV VA 4#0,,Alli
c1pR) STONES LANDING C�zo\\ESTABLISHED
0
FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITALh°
MAP FEMA CPN 370340 5316 J AND 370340 5317 J (ONSLOW�ReCOUNTY) EFFECTIVE DATE NOV. 3, 2005. AS PROVIDED AND SHOWN,$4101111141
PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X"AND ZONE AE"AS
BY FEMA.THIS REPORT IN NO WAY SUPERCEDES THE
MENTIONED FIRM.DB
5. PROPERTY IS NOT YET ADDRESSED.
6. AD EFERENNEE = DEED BOOK, 9, PAGE 18
7. MAP REFERENCE = MAP BOOK 67, PAGE 186 (TRACT 3)
8. TAX MAP 1127, PARCEL 1
9. PIN = 531600382725.
10. PROPERTY ZONING ISR-lOAND"CON"ZONE.
11. THE ADJACENT PROPERTIES ARE GENERALLY DEVELOPING RESIDENTIAL
PROPERTY AND UNDEVELOPED WOODLANDS.
12. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
13. ELEVATIONS ARE BASED ON NAVD 1988.
14. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
15. ALL STREETS TO BE PUBLIC RIGHTS OF WAY TO BE MAINTAINED BY THE
DEVELOPER UNTIL SUCH TIME AS MAINTENANCE RESPONSIBILITIES ARE
CONVEYED TO THE NC DEPARTMENT OF TRANSPORTATION.
16. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
17. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES ARE ALLOWED WITHIN THE SETBACK.
.,
EXISTING DESIGN (BY OTHERS) N�K<' ��ESECTION IV - PHASE
' 2, -
� GKg'
g\a�C 3p BC
413s, PG 336la
MB PG 011110111114 /: 404 Wetlands
A eC9ABOVE
,•�Oq' o '
</\
� OVERALL SITE
Single Family
Zoned R-10 PUe
timii
\
\,,-� BOUNDARY
/�
11111110
WETLAND CROSSING SITE
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\ O . �gJ EVERETT PLACE, SECTION 111 TOTAL ACREAGE 254.60 AC.
P , EXISTING DESIGN (BY OTHERS) \•
W OPEN SPACES AND COMMON AREA 63.18 AC.
pp DB 413$ PG 336
�/" MB 67, PG 186 ACREAGE IN LOTS 162.33 AC.
EVERETT PLACE, SECTION II
EXISTING DESIGN (BY OTHERS)
DB 4139, PG 33s
MB 67, PG 186
Single Family
Zoned R-10
' _ w -
Oa ` Single Family ACREAGE IN RIGHT-OF-WAY 29.09 AC.
i ONSLOW 22, LLC.
, Zoned R-10 DB 3898, PG 260 ACREAGE OF 404 WETLANDS 59.13 AC. ±
MB 63, PG 426
NUMBER OF LOTS 488
Undeveloped
Zoned lope AVERAGE LOT SIZE 14,490 SF
SMALLEST LOT SIZE 7,397 SF
i
DRAWING INDEX LINEAR FEET OF STREET 24,308 LF ±
PROPOSED BUILT UPON AREA 61.07 AC.
PROPOSED BUILT UPON AREA % 23.99
SHEET NAME
SETBACKS
GRAPHIC SCALE
1 VICINITY& SITE INDEX
FRONT YARD 25'
�=
2 PLAN & PROFILE SIDE STREET 20'
3 ROADWAY & DRAINAGE DETAILS SIDE YARD 8'
525 0 525 REAR YARD 15'
4 EROSION CONTROL DETAILS
(11"X 17") REVISED 07.26.21
TYPICAL ELEMENT SYMBOLOGY
SIIIIIIIIIIIIII
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VICINITY & SITE INDEX
COPYRIGHT 0 2021 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
OR BYANYINFORMATION STORAGE�I
AND RETRIEVAL SYSTEM, WRITING FROM THOMASTHOUT ENGINEERING PA. ON IN
Subdivision Boundary $Phase Lines = — Proposed 6" & 2" Water Mains
— - — Centerlines �— Proposed Water Service
— — — setback Lines N Proposed Water Valve $Box
Lot Lines $Corner Nodes Proposed Reducer
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION 1 V
AT ONSLOW BAY
OAK TWSP ONSLOW COUNTY NORTH CAROLINA
��
404 wetlands ►� Proposed End Line Blowoff
— w — of
- ve - 5o'Vegetatedsetbacls LL� — Proposed Fire Hydrant Assembly
100-yr Flood Line Proposed
Ductile Iron Pipe (Profile Views)
/////
#= — Existing Topography Contours —o-0— Temporary Silt Fence
Proposed Pavement — to — Limits of Disturbance
Proposed Wetland Fill Extents o .� Temp. Hardware Cloth $ Gravel Inlet Prot.
sed Sewer $Mains Temporary eck
OWNER &DEVELOPER
CLEARLY DEVELOPMENT, INC.
NC 28546loo CAROLINA E
40- Proposed Sewer Servicee D # 0 Proposed Sfohm Pipem
SCALE: AS SHOWN
ATE: 04.05.2021
DATE
B-4 Catch Basin '!.y_ y_ ;� Permanent Rip Rap Stone Protection
PROJECT #: 2020_007
I SHEET: 1 of 4

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GENERAL NOTES
1316-B Commerce Drive, New Bern, NC 28562
P.O. Box 1309, New Bern, NC 28563
www.ThomasEngineeringPA.com
Office: 252.637.2727 Fax: [phone]
1. BOUNDARY AS SHOWN IS AS PROVIDED ON THE MAP TITLED "ONSLOW 22
ROCKY RUN ROAD TRACT" RECORDED IN M.B. 60, PG. 181. AND
COMPUTED INFORMATION. THIS MAP OR PLAN DOES NOT REPRESENT A
SURVEY. INFORMATION IS PLOTTED FROM COUNTY RECORDS OR OTHER
SOURCES AS NOTED.
LANDS LINE
LANS.
TLANDS ARE AS
WN
2.SECTION 404
N THE
DELINEATED BYELAND MANAGEMENT GROOUP INC.: SURVEYEDT BY PARKER
& ASSOCIATES,INC. IN JANUARY 2009, DELINEATION APPROVED BY THE
U.S.A.C.O.E. ON 03/10/2014.
3. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS PER THE MAP ENTITLED "STREAM EXHIBIT MAP -
ONSLOW BAY" BY PARKER &ASSOCIATES, INC., AND APPROVED BY
NCDENR ON APRIL 4, 2015. SWIC CERTIFICATION # 024-0000.
BL
>� \ 100' MIN.
o \ .. \ s \
1 \ F c \ o\ -DAYLIGHT/NATURAL
I \ .\\. \ \\ o \ \,, 99
,
SWALE TO NATURAL
GROUND
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REFER TO SHEET 3 FOR ROADWAY,
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\
_N-- 826
•"
STORM DRAIN, AND CATCH BASIN
/ v
o- - / I / \�\�;`,'°� `
INSTALLATION DETAILS
4. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 370340 5316 J AND 370340 5317 J (ONSLOW
COUNTY) EFFECTIVE DATE NOV. 3, 2005. AS PROVIDED AND SHOWN,
PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X"AND ZONE AE" AS
ESTABLISHED BY FEMA.THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
5. PROPERTY IS NOT YET ADDRESSED.
6. DEED REFERENCE = DEED BOOK 4139, PAGE 336.
7. MAP REFERENCE = MAP BOOK 67, PAGE 186 (TRACT 3)
8. TAX MAP 1127, PARCEL 1
9. PIN = 531600382725.
10. PROPERTYZONING IS R-IOAND CON" ZONE.
11. THE ADJACENT PROPERTIES ARE GENERALLY DEVELOPING RESIDENTIAL
PROPERTY AND UNDEVELOPED WOODLANDS.
12. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
13. ELEVATIONS ARE BASED ON NAVD 1988.
14. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
15. ALL STREETS TO BE PUBLIC RIGHTS OF WAY TO BE MAINTAINED BY THE
DEVELOPER UNTIL SUCH TIME AS MAINTENANCE RESPONSIBILITIES ARE
CONVENED TO THE NC DEPARTMENT OF TRANSPORTATION.
16. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
17. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES ARE ALLOWED WITHIN THE SETBACK.
PROPOSED SITE AREA TABULATIONS
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THOMA S ENGINEERING, PA est 1983
civil engineering. land development.project management
---, /
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1-
I \ (TOTAL)
•
\ p- \\` 7
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\ 25'MBL 1
25'MBL
r / 2�MBL \ � �% -REFER TO SHEET 4 FOR SILT FENCE,
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\
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206 SF RIP RAP
INLET PROTECTION
•` • \ �k` �� • TEMPORARY BOX PROTECTION
•1
�\ \��� ,\ ' DETAILS
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INSTALL
ROW ALONG
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LIMITS
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SILT FENCE \. \'� \\\ \\ . \ 523 ,
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OF WETLAND' \ . \ \\\\
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311
PVI STA. = 5+25.00
E ELEV. = 40.00'
VER RAZZA NO C T
PVI STA. = 6+56.00
u
rL ELEV. = 39.50'
48.0' 48 0
lir?
Proposed E Grade Line
Know what's below.
Call before dig. 44.0'
6" X 2" DI Reducer After
44.0' 00
TOTAL ACREAGE 254.60 AC.
OPEN SPACES AND COMMON AREA 63.18 AC.
ACREAGE IN LOTS 162.33 AC.
ACREAGE IN RIGHT-OF-WAY 29.09 AC.
ACREAGE OF 404 WETLANDS 59.13 AC. ±
NUMBER OF LOTS 488
AVERAGE LOT SIZE 14,490 SF
SMALLEST LOT SIZE 7,397 SF
LINEAR FEET OF STREET 24,308 LF ±
PROPOSED BUILT UPON AREA 61.07AC.
PROPOSED BUILT UPON AREA % 23.99 %
SETBACKS
you
Natural Ground
Wetland Impact Extents
co
Hydrant Tee
1
Z
o
0
0.38 %
0.32 �o
z 40.0'
_
_
40.0' z
f
Z
D31
D32
Z
0
T�
'
6" C900
PVC WATER MAIN
O
36.0
T����
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pz
rz
Q
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175 LF OF PC 350 DIP
% // // //
ly
% /� % .
SDR 35 PVC
at
W
J 32.0'
W
SDR 35 PVC
���
6" Burial Depth `ice
4 W
24" MIN
32.0' J
W
(20% of 30" Storm Drain)
FRONT YARD 25'
SIDE STREET 20'
SIDE YARD 8'
REAR YARD 15'
a
SS-106: 440 LF of 8" Sewer Main @ 0.42%
2" SDR 21 CLASS 200
PVC WATER MAIN
I
28.0' 28 0'
5+00 6+00 7+00 8+00
Install 6" Restrained Joint DI STATION
Water Drop Assembly w/ (4) 45°Bends
Centered on Storm Drain
PROPOSED STORM PIPE DATA
PIPE #
0 & MAT.
INV. IN EL.
INV. OUT EL.
LENGTH
SLOPE
FINAL DRAWINGS
Released for permits only
not released for construction.
p C
D31
30" RCP Class IV
35.00'
34.00'
72'
1.38%
GRAPHIC SCALE (HOR) GRAPHIC SCALE (VER)
D32
15" RCP Class IV
37.20'
36.90'
28'
0.96%
D33
18"HP
35.00'
34.90'
39'
0.25%
40
20 0 40
10 5 0 10
REVISED 07.26.21
DRAWING INDEX
TYPICAL ELEMENT SYMBOLOGY
`ltt�11I I I I I I Iltt jr t`tt I 1 1117
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PLAN & PROFILE
SHEET NAME
Subdivision Boundary & Phase Lines = _ Proposed 6" & 2" Water Mains
- - - Centerlines �- Proposed Water Service
- - - Setback Llnes N Proposed Water Valve&Box
Lot Lines $Corner Nodes • Proposed Reducer
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
1 VICINITY & SITE INDEX
2 PLAN & PROFILE
3 ROADWAY & DRAINAGE DETAILS
4 EROSION CONTROL DETAILS
•-•
404 Wetlands �--►� End Line Blowoff
- w of
- Ve - 50' Vegetated Setbacks LL� - Proposed Fire Hydrant Assembly
100- Flood Line Pro
r osed Ductile Iron Pi
y p pe (Profile Views)
j////
- #= - Existing Topography Contours ter~ Temporary Silt Fence
Proposed Pavement - r❑ Limits of Disturbance
�� Proposed Wetland Fill Extents•Temp. Hardware Cloth $Gravel Inlet Prot
Proposed Sewer Manhole &Mains ® Temporary Check Dam
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONC 28546
40- Proposed Sewer Service D-# Q Proposed Sform Pipe
SCALE: AS SHOWN
DATE
DATE : 04.05.2021
B-# Catch Basin '!may_ J_ J4 Permanent Rip Rap Stone Protection
PROJECT #: 2020_007
I SHEET : 2 of 4

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DIMENSIONS
LABEL DESCRIPTION
A
B
.r
4_
A
BACK OF CURB TO BACK OF CURB (LOCAL)
26'
B
CURB AND GUTTER (ROLLED -TYPE)
24"
C
RIGHT OF WAY
50'
1/2" EXPANSION JOINT
STANDARD CURB AND
GUTTER STD. NO. 411.01
Know what's below.
CaII before you dig.
STANDARD COMBINATION
GRATE & HOOD STD. 614.01
STANDARD CURB AND
GUTTER STD. NO. 411.01
REFER TO CURB & GUTTER
DETAIL FOR CURB TYPE
LABEL DESCRIPTION
8
4- 4,.dfr H.- 4-
4- 4-
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4- 4^ 4- 4- 4- 4- 4- 4r 4-
4- 4- 4- 4 4- 4- 4- 4- 4-
4- 4- 4- 4- 4- 4- 4- 4. 4- .r
▪ 4.,rx4-44- 4.1
4-4-.r dr kdr
4-4_
COMPACTED SUBGRADE
MATERIALS
O
S 9.58 ASPHALT SURFACE COARSE
1.5"
22'
O
CRUSHED AGGREGATE BASE COARSE
6"
22'
TYPICAL ROADWAY SECTION
1/2" EXPANSION JOINT
CURB TRANSITION STD. NO. 411.04
SHEET
1
2
3
4
DRAWING INDEX
NAME
VICINITY & SITE INDEX
PLAN & PROFILE
ROADWAY & DRAINAGE DETAILS
EROSION CONTROL DETAILS
ROLLED -TYPE CURB TO
CATCH BASIN TRANSITION
ROLL TYPE CURB
AND GUTTER
3"
47- 4
r r
COMPACTED BACKFILL IN 8
INCH LIFTS AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
COMPACTED ABC STONE
AS SPECIFIED
COMPACTED SELECT
BACKFILL WHERE
SPECIFIED TO BE
INSTALLED IN 6" LIFTS AND
95% MIN. DENSITY
NATURAL AREAS
\/\/\/\/\/\/\/\/\/\/\/\/\/\/\
FINAL DRAWINGS
Released for permits only,
not released for construction.
I I
TYPICAL ELEMENT SYMBOLOGY
Subdivision Boundary & Phase Lines
Centerlines
Setback Lines
Lot Lines & Corner Nodes
404 Wetlands
50' Vegetated Setbacks
100-yr Flood Line
Existing Topography Contours
Proposed Pavement
Proposed Wetland Fill Extents
0— Proposed Sewer Manhole & Mains
Proposed Sewer Service
B-# Catch Basin
Proposed 6" & 2" Water Mains
Proposed Water Service
Proposed Water Valve & Box
Proposed Reducer
Proposed End of Line Blowoff
Proposed Fire Hydrant Assembly
Proposed Ductile Iron Pipe (Profile Views)
Temporary Silt Fence
Limits of Disturbance
Temp. Hardware Cloth & Gravel Inlet Prot.
Temporary Check Dam
Proposed Storm Pipe
Permanent Rip Rap Stone Protection
ELAN
PAVED AREAS
TYPICAL STORM DRAIN
TRENCHING DETAILS
SECTION X-X
MINIMUM DIMENSIONS AND
QUANTITIES FOR CONCRETE CATCH
BASIN
DIMENSIONS OF BOX AND PIPE
CU. YDS, CONC. IN Sex
DEDUCTIONS
011E PIPE
P IRE
SPAN
WIDTH
MIN. HFIOHT
BOTTOM
BLAB
CONCRETE
]N WALLS
TOTAL
OEM.
0
A
B
H
C.M.
R.C.
12'
3'•O'
2'-2^
2'-O"
0.235
0.34]
0.570
0.015
0.02E
15'
3'-0'
2'-2"
2'-3"
2.215
0,400
0.031
0.023
0.03E
1B"
3'-0'
2'-2"
2•B"
6.235
0.457
0.0B2
D.0]3
0.040
0.236
0.500
0.026
0.000
0.040
TYP CALMINIMUM DEPTH
CATCH BASIN DETAILS
IIIIIIIIlItll`
ASPHALT (TYP.)
REVISED 07.26.21
AI 1 1 1 1 �1) 1.1PAIL JP 1 1 1 1 1♦ 1,
1 1.LI00
N
GENERAL NOTES:
UBE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" MEOW, OR M4 BM DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER,
USE FORMS PON THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IG SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
AS SHOWN ON STD. NO. 040.00.
USE TYPE "E", "F" AND "0" ORATES UNLESS OTHERWISE INDICATED.
CONSTRUCT WITH PIPE CROONS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
ORAYIINO NOT TO SCALE.
EIIPANBION JOINT?
a.
STD. 840.03 FRAME
LHMGORATE & H0
1111111111111
111111111111111
PLAN
CURB AND GUTTER w1TN CATCH BASIN ON STEEP GRADES
TOP ELEVATION
EXPANSION JOINT
USE ON FLAT GRADES A AND UNDER
.
IMMO
EXPANSION JOINT m
L.J 41
ELEVAT 19N
NORMAL CURB API] GUTTER ON LIGHT GRACES
3'-0
DEPRESSED GUTTER LINE
ItBE ON GRACES OVER
EXPANSION JOINT
TOP ELEVATION
EXPANSION JOINT
NORMAL GUTTER LINE
e"
]FPRESSED GUTTER LINE
B'o"
ELEVATIOI{
NORMAL CURB AND PUTTER ON STEEP GRADES
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management
ngineering.land development.proje
ROADWAY & DRAINAGE DETAILS
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE: NOT TO SCALE
DATE : 04.05.2021
PROJECT #: 2020 007
SHEET : 3 of

I
19-GUAGE HARDWARE CLOTH
8'
48" MAX.1/4"
MESH OPENINGS)
\ FINAL DRAWINGS
/// VARIES AS DIRECTED BY ENGINEER
i
`�,
o
8'MAXIMUM 1'Released
I
forpermits only,
STAY WIRES AT 12" INTERVALS MIN. 12-1/2 GAUGE
TOP STRAND 10
not released for construction.
Know what's below.
GAUGE MIN.
‘_-)---
Call before
dig.
you
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LINE WIRES 12-1/2
'' ''.9
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GAUGE MIN.
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_
FILL SLOPE
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—
FENCE NOTES
o°O°O°O°O°O° o0°O°O°O°O°o
N O O O O O O O 0 0
�Qo0Qo0Qo0c >oQo0oQo0oQo0oQ�
�O°O°O°O°O°O°G 000000000000000`
OOOoO0O0O0000c, 00000000000000oC
o 0 0 0 0 0 0 0 0 0
0 0 0 0 °
0 0 0 0 0
//�`//`\//`//`
o0o Qo0o Qo0o QoQa oQo0o 0000QO00Qo0'c
/\\%\\%\\%\\j 1. WIRE SHALL BE OF 32"IN WIDTH AND SHALL HAVE 00000000000000C ^0000000000000000
.��!�!�!�/SECTION „o000oQ00oO0000,
GROUND WIRES WITH 1U" SPACING.
°o000000o00
,I,
/�j�/�/� . 0 0 0 0 0
FILTER FABRIC SHALL OFFY
�,��\�/����\��0� LINE 2. FILTER FABRIC BEAMINIMUM 36" IN WIDTH AND SHALL O O O O O 0�
Qo0oOVg Qo(-
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE o0000000000<
ill
- _
-X
o 0 0 0 0
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10
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I-./ �����%�j�j�j�/�/�j���
i /\�\�\�\�\\�\\�\�
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE OF THEENGINEER. QoQ o QoQ o Qo
SELF -FASTENER ANGLE STEEL TYPE. 0 0 0 0 0
/ 4. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT Q000Oo0000
LESS THAN #9 WIRE STAPLES 1-1/2" LONG. °O°O°O°O°O°
Qo0o0o0o0o0(
HARDWARE CLOTH AND GRAVEL o00000OoQoc
11
-
mi
-
- _
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00000000000
00000(
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00000000000
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THOMA S ENGINEERING, PA est 1983
civil engineering .land development.project management
WIRE °O°O°O°O°00°O°O°O°O°O°
FILTER FABRIC TEMPORARY SILT FENCE TEMPORARY INLET PROTECTION o0000000\�.,, �.,�x,6�o0000\�0�
Oo0000O0000000000000000000000000OoOo(
00000000000000000000000000000000o000c
a
im
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.. \ QOoOOo QOoOOo QOoOoo QoOo QoOo QoOo Qo00o QO OO QO QOo(
0 0 0 0 0 o 0 0 0 0 0
D00000000000 NCDOT #5 Dr #57 0000000000
\/ ,)0000000000 WASHED STONE 0000000000001
'000000000000000I, oOOOOOOOO000000000o0oC
6"MIN. 010Q000000'
000Q
STORM PIPE OUTLET
Q0Q0Q000Q00
,0n0n000000000non0n0nO
RIP RAP TO EXTEND ONE FT
ABOVE TOP OF BANK w w
k W . ' W ' . W
PROTECTION AND END TREATMENT W W �� W j`/%�
>\
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/1.5'M
IN
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CROSS-SECTION
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a f _i ,/,/•,/• q•. \\\/ r'�:�;r;r tv.`,. ��.. .- 1;�,;�:; ..•
•`
12"OFNCDOT#5
��
I I;%♦ CONCRETE FARED -.4 •� .
4 ,,
.., �.! . ; ;,.�-.� OR #57 WASHED STONE
\.O.O. /VOA \�\END SECTION ,1.5'
F �� (DIMENSIONS MAY VARY) t. • r�+Y- �
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y/\1�����.��.,
\�\ ,- . d
�\ O O O'
\j\ FILTER CLOTH�.
er, ��060
'' \ SEE STORM DRAIN TRENCHING CLASS B RIP -RAP • '•".6 0
`� DETAIL FOR BEDDING • ' • 0�
SECTION .? Y i
/\\/\ -.�- -• ram?/ RIP RAP APRON �, �� O ;OOQQ�O 2' MAX AT
\\ \\ FILTER CLOTH ': r'z t ,,pOp p ♦ 1• �� CENTER
NON GEOTEXTILE FABRIC
i\/\\\�\\\Ipr
-WOVEN t , Q Q'. QQpQQO�Q,QQQQ�QQi1
�
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\\/�\`�� !
* \// NOTES: O.
\/4 / / \/
\ \\\/\\// /i\\" \
1.5 X davg OF 6" MINIMUM BURY
1. FLARED TO PANEND SECTIONS MAY DRAWINGS AND/OROR MAY NOT BE USED. REFER CON ACT THE ENGINEER FOR
FARED END LOCATIONS.
TEMPORARY GRAVEL &RIP CHECK
4' TO 6' " 1
DAM
.
-RAP
2. PIPE END TREATMENT WITHOUT FARED END SECTION TO BE
INSTALLED IN A SIMILAR FASHION TO THIS DETAIL. REVISED 07.26.21,
DRAWING INDEX
TYPICAL ELEMENT SYMBOLOGY
0.1.011111.11 [1Ir
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is
EROSION CONTROL DETAILS
SHEET NAME
Subdivision Boundary & Phase Lines — _ Proposed 6" & 2" Water Mains
— — Centerlines �— Proposed Water Service
— — — Setback unes N Proposed Water Valve&Box
Lot Lines&Corner Nodes Proposed Reducer
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
1 VICINITY& SITE INDEX
2 PLAN&PROFILE
3 ROADWAY& DRAINAGE DETAILS
4 EROSION CONTROL DETAILS
��
404 Wetlands �--►� Proposed End Line Blowoff
— w of
- ve - 50'VegetatedSetbacks LL� — Proposed Fire Hydrant Assembly
100-yr Flood Line Proposed
Ductile Iron Pipe (Profile Views)'",
/////
— #= — Existing Topography Contours �0— Temporary Silt Fence
Proposed Pavement L❑ Limits ofDisturbance
�I Proposed Wetland Fill Extents i�,' Temp. Hardware Cloth & Gravel Inlet Prot.
Proposed Sewer Manhole & Mains ® Temporary Check Dam
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONVILLE, NC 28546
40— Proposed Sewer Service D # 0 Proposed Storm Pipe
SCALE NOT TO SCALE
DATE : 04.05.2021
B-# Catch Basin '!�y_�y_;� Permanent Rip Rap Stone Protection
PROJECT #: 2020_007
SHEET: 4 of 4