20190206 Ver 1_Calico Site Plan Drawings_20190215

NANCY L.
oe s�N vi io°
EDWARD C.
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3
33 34 35 36 37 38 mi �/ 39 40 41 42 43 44 45 46
47 48 49 I
WILLIAM E.
x I +Pi
GREAT BLUE H RON DRIVE PINER
°a 64
32 All"
10 72 1 �GREA B /
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53 9 /
73 71
31 54 52 51 50
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70 JUNE S. /
111 Z 55 ;a=�PTs /
74 �$„ m /
30 69 £�
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NANCY L.
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N 57 `\
28
76 67
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27 77 6658
\z \ 59
65 \
25 26 L 7860
64 w, \
2461
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\� 23 � � 63 NE �� M
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22 13` 62 A
21 80 5
20 14 12 \ 6 2
\ $gym } 15
16
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\ 7 \ y oe CCvBEs, T TAR N x Tx RP
TIMOTHY L.
`\. R-20 ' Q
`\ °eR Pl s°s `rG eoRooN
200 100 0 200 400
SCALE:1"= 200'
VICINITY MAP
REVISIONS:
NO, BY DATE DESCRIPTION
2
3
5
USACE COMPOSITE MAP
CALICO
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: N20 LLC DESIGNED:
RDC/GYT
ADDRESS: 3302 BRIDGES ST DRAWN:
MOREHEAD CITY, NC 28557 RDC/GYT
PHONE: [phone] CHECKED:
RDC/GYT
APPROVED:
"1C�H1E CU 1 L�� H[� E� GROUP, P.A. GYT
]ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 6/22/18
[phone] LICENSE NO. C-4482 SCALE:
1 ,= 200'

I I
I I
I I
I I
I I
I I
I I
END OF STREAM CALL
FOUND ON APPROVED
STORMWATER PLAN. I I
NOT CALLED BY USACE I I
I
I
I
IMPACT
I ROAD WIDENING, _�--�_-
OPEN WATER----�"
15322 SF
77
---------------
- .-�
_ ----- - S
----------- - -- - - - S� ° �w
O.E. ° F4 N
\ \ os,,
M PACT #1
4• • 40 80
REVISIONS:

FRA
IMPACT #2 & 3
30 15 0 • .0
IMPACT #4
REVISIONS:
I Na I BY I DATE I DESCRIPTION
WETLAND
IMPACTS #2,3 & 4
CALICO
MOREHEAD CITY. CARTERET COUNTY, NORTH
CAROLINA
CLIENT:
N20 LLC
DESIGNED:
RDC/GYT
ADDRESS:
3302 BRIDGES ST
DRAWN:
MOREHEAD CITY. NC 28557
RDC/GYT
PHONE:
252-726-0780
CHECKED:
RDC/GYT
THE CU1L1LIP H ER GROU1P. ]P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
GYT
TE:
8/15/18
ALE:
1'- 30'

\
56
'
52
51
57
,
\�
IMPACT #7
�
\
REGRADE DITCH
OPEN WATER
(1 695 SF)
58
59
I
IMPACT # 7
REVISIONS:
Na BY DATE DESCRIPTION
2
3
4
5
WETLAND IMPACT #7
CALICO
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
CLIENT: N20 LLC DESIGNED:
RDC/GYT
ADDRESS: 3302 BRIDGES ST DRAWN:
MOREHEAD CITY, NC 28557 RDC/GYT
PHONE: [phone] CHECKED:
RDC/GYT
APPROVED:
°l["1HIE CU I L�� H[ C F� GROUP, P.A. GYT
3G 15 0 30
60
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 8/15/18
SCALE. 1"= 30'
[phone] LICENSE NO. C-4482 SCALE:
"=
1 60'

%LIFT S\
�S'TATI O N
38 0
w39IMP\
404AWETLAND \
(3417 SF)
------ _
-GREAT BLUE NN/
HERON DRIVE /
- 5
IMPACT #8
30 15 0 o .0
IMPACT 96 /
404 WETLAND
GRADE AT PIPE INLET
(128 SF) '
IMPACT #5
DITCH PIPE CROSSING
OPEN WATER/ /
(381 SF )/
al
M PACT #5 & 6
REVISIONS:
I Na I BY I DATE I DESCRIPTION
WETLAND
IMPACTS 95, 6 & 8
CALICO
MOREHEAD CITY, CARTERET COUNTY, NORTH
CAROLINA
CLIENT:
N20 LLC
DESIGNED:
RDC/GYT
ADDRESS:
3302 BRIDGES ST
MOREHEAD CITY, NC 28557
DRAWN:
RDC/GYT
PHONE:
252-726-0780
CHECKED:
RDC/GYT
°J["1H1E CU1L1LIP H ER GROU1P, ]P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
GYT
TE:
8/15/18
ALE:
1 "= 60'

LEGEND
AC -
ACRE
AEC -
AREA OF ENVIRONMENTAL CONCERN
BLDG -
BUILDING
BRG -
BEARING
CF -
CUBIC FEET
CL -
CENTERLINE
DIP -
DUCTILE IRON PIPE
DW -
DRIVEWAY
EL -
ELEVATION
EIR -
EX. IRON ROD
EOP -
EDGE OF PAVEMENT
EX -
EXISTING
FE -
FINISHED ELEVATION
FF -
FINISHED FLOOR
FT -
FEET
GV -
GATE VALVE
INV -
INVERT
LF -
LINEAR FEET
MAX -
MAXIMUM
MBL -
MINIMUM BUILDING LINE
MH -
MANHOLE
MIN -
MINIMUM
N/F -
NOW OR FORMERLY
NHW -
NORMAL HIGH WATER
NTS -
NOT TO SCALE
O.C. -
ON CENTER
R -
RADIUS
RCP -
REINFORCED CONCRETE PIPE
R/W -
RIGHT-OF-WAY
SH -
SHEET
SIR -
SET IRON ROD
STA -
STATION
TC -
TOP OF CURB
TSW -
TOP OF SIDEWALK
TYP -
TYPICAL
■ PROPOSED WATERLINE
PROPOSED FORCEMAIN
EXISTING CONTOUR
PROPOSED CONTOUR
-«Lo- LAND DISTURBANCE LIMITS
-5F -5F- SILT FENCE
WETLANDS
WETLAND FILL
' - - ' - TEMPORARY DIVERSION DITCH
CPQ I ` � \ '�•��
4-`
SWALE DIMENSIONS
SWALE
#
BOTTOM
WIDTH
DEPTH OF
FLOW
SLOPE
LENGTH
WIDTH
Swale
1
(DA1)
5
0.38
0.30%
100
20
Swale
2
(DA2)
5
0.49
0.30%
100
20
Swale
3
(DA3)
5
0.79
1.02%
100
20
Swale
4
(DA4)
5
0.51
0.43%
100
20
Swale
5
(DA5)
5
0.73
0.30%
100
20
Swale
6
(DA6)
5
0.89
0.30%
100
20
Swale
7
(DA7)
5
0.22
0.30%
100
20
Swale
8
(DA8)
5
0.87
0.30%
100
20
Swale
9
(DA9)
5
0.55
0.30%
100
20
Swale
10
(DA1 0)
5
0.37
1.47%
100
20
Swale
11
(DA11)
5
0.69
0.20%
100
20
P'(o
P �✓8.10
XPV 1
G1 \ TEMPORARY
✓✓ \ \ DIVERSION
DITCH FLOOD ! FLOOD /
ZONE X ZONE X
SHADED
/ / \ \ � TRAP 1C �`/ //// � �\� •� /.' /,.
\ 15 x30' OF` •� • /'" /
TEMPORARY
DIVERSION
EX.DITCH REROUTED
TO FLOG CONTROL POND
72LF 2
L24"RCP w/ x°' �� / ' �� / /" p
\\ 2-24"FES @ 1.15. \ EX.CORPS DITCH TO BE h / INV N 3.75 / / / /" /
\ MUCKED AND FILLED % / INV SI 92 ` y� ''
0
� roti
@ 0' 3y, DITCH �\ \
INV 5.00 61 \\
51
\QT PROPOSED `J
S ORNAMENTAL 8
QOD CONTROL
I
Q
I I I
-0 F
OVERRFLOW
LINE SPILLWAY DITCH W/
CLASS B RIPRAP /
18"THICK
t1 /
^ti/
�• xj
FLOOD
FLOOD ZONE /
\ \\v v\ A � . ��� / /// j// j •�
1 SIA5.12/
TRAP 1 A O' N �'%` // -�•
FLOOD
/•'� \ \ '•� . �/ / / / '�• ', % ZONE X
/• \CONONE
STRUCTION �,, ■%x� /�� �� ,'`'�•
F^ ENTRANCE \X
F '
�y `LUME 1 .,max
S8 f'f a/ EOP 5.92
"%.■. F
j`
ami g �o / // / . /■ �O;'�. . FLUME 2
5.92
INV 5.42
-INV 2. 7 5 / � /' J ■.��P �/• /�/ / /,
/ • x Q PIPE 1
G3 /INVALE12 / / Xf 48LF 18"RCP W/
/ 2-18"FES @ 0.37
■���/ INV N 3.10
AE O � ■ �/ � �� /�/ INV S 2.92
�es AIN V 4.75 ��� { • �� / /
X
ZONE X / SHADED
'FO
^c�
r °P
---
EM
c /f7SECURITY
^ LIGHT
x ° / s� �
PP ♦ \ \
qk
6
x
SHEET 5 OF 14
PROJECT # 1070-9
DESIGN FILE: 1070-9/1070-9 CONSTRUCTION.dgn
.• 30 0 .• •
60
m
MI Q
W L
W LL
_z
LJ -
Cf.
U L,
W
Q
N08°25'47"E
37.50
T
LENGTHT =
58.51
RADIUS =
36.00
CH.LENGTH =
52.28
T69 CH.BEARING =
N54°59'34"E
•�� LENGTHT =
81.86
RADIUS =
S�
396.00
CH.LENGTH =
81.72
CH.BEARING =
S72°31'20"E
LENGTH O =
3=
42.03
9p; RADIUS
36.00
F CH.LENGTH =
39.69
CH.BEARING =
S33°09'01 "E
LENGTH 0=
64.68
RADIUS
36.00
CH.LENGTH =
56.32
T CH.BEARING =
S51°46'04"W
LENGTH T53.53
--
RADIUS
36.00
CH.LENGTH =
48.73
CH.BEARING =
N34°10'01"W
T
S00017'57"W
O 12.30
POND AT
ELEVATION 6.0
SCALE: 1"= 60
5.00' 6.25'
2.50' L 2.50'
2.50'
6.25' 1 5.00'
7--- �Top-
- -
- - -- SPILLWAY - - - - - - - - -- - WEIR- - - - - - ----- SPILLWAY- ----
-WALL -L
--
--
WALL
EL 6.5
6.5
SHEET PILE WALL
6---
--
-
----------- . -----
------- .---- - - - - - 5
EL 5.5 5 EL 5.5
- --
---
--
5---
--
- --
- - - -- - -- --- - - - -- --- -- - -- - - -
--- -
-- --
3'1-
4---
--
- ---
- - - -- - ----'� - - - - -- - :�--- - - -
---- -
-- --
3---
- --
- - _ ___ 3.0
- -- -
---
--
2---
--'
- --f
- - - -- - --- - --EL= --' - =--J' - -- - -
----', -
-- --
EMBEDMENT DEPTH AS REOUIRED BY SHEET PILE MANUFACTURER
1 - --
--
- L--�
- - y-I-.1-1�1--I�l-L'-I-J�L-I-'.J-1�1--IJl-L:-I-J-L- -
�--- -
---
--
POND OVERFLOW WEIR
SCALE: 1"= 4'
SEE DETAILS ON SHEET 4
NOTE: ORIGINAL CADD FILES PROVIDED BY:
B Batdwin and ASSOCIATES
ENGINEERING, LAND SURVEYING
AND PLANNING
1015 CONFERENCE DRIVE
A GREENVILLE INC, 27858
[phone]
FB 431, PG 01
FILE # 06-134
REVISIONS:
No. BY DATE I DESCRIPTION
I GYT 8/14/18 EC DESIGN
2 GYT 9/7/18 1 LO COWENTS
NLARGED GRADING, STORMWATER MANAGEMENT
EROSION CONTROL PLAN
CALICO
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
`4
1°111111°"'IF-•., CL I ENT • N20 LLC DESIGNED
-v
�N CAR�� .,��� RDC/GYT
0, o- FESS76.��''% ADDRESS: 3302 BRIDGES ST
�e ti9ls DRAWN:
MOREHEAD CITY, NC 28557
• SEAL RDC/GYT
s
36970 e PHONE: [phone] CHECKED:
•� RDC/GYT
;�•,,''LcFR••Y����`,o,,, APPROVED:
�•••nmlls% THE U LELIP HFR- gkOUPP.A. GYT
EN INEERJN & OUR-VEYIN $-ER-VI DATE:
I151A HIGHWAY 24 6/22/18
Q� MORDHDAD CITY, N.C. 28557
V [phone] LIGIENSD N0, GI -4482 SCALE:
N . TURNER,P,& 1 "= 60

LEGEND
AC -
ACRE
AEC -
AREA OF ENVIRONMENTAL CONCE
BLDG -
BUILDING
BRG -
BEARING
CF -
CUBIC FEET
CL -
CENTERLINE
DIP -
DUCTILE IRON PIPE
DW -
DRIVEWAY
EL -
ELEVATION
EIR -
EX. IRON ROD
EOP -
EDGE OF PAVEMENT
EX -
EXISTING
FE -
FINISHED ELEVATION
FF -
FINISHED FLOOR
FT -
FEET
GV -
GATE VALVE
INV -
INVERT
LF -
LINEAR FEET
MAX -
MAXIMUM
MBL -
MINIMUM BUILDING LINE
MH -
MANHOLE
MIN -
MINIMUM
N/F -
NOW OR FORMERLY
NHW -
NORMAL HIGH WATER
NTS -
NOT TO SCALE
O.C. -
ON CENTER
R -
RADIUS
RCP -
REINFORCED CONCRETE PIPE
R/W -
RIGHT-OF-WAY
SH -
SHEET
SIR -
SET IRON ROD
STA -
STATION
TC -
TOP OF CURB
TSW -
TOP OF SIDEWALK
TYP -
TYPICAL
-W PROPOSED WATERLINE
PROPOSED FORCEMAIN
- - 5- - - EXISTING CONTOUR
PROPOSED CONTOUR
LD LAND DISTURBANCE LIMITS
SF- SILT FENCE
WETLANDS
WETLAND FILL
00 - - ' - TEMPORARY DIVERSION DIT
48LF 18"1
_ =S
is iS �S- iS �S jS �S is - IIIIIIII,- /
o jS-�-iS 0.63
RN �� \ LAND DISTURBANCE
LIMITS. 36.99AC' SILT FENCE. _
\
TYPICAL 1 1 \ TRAP 3E
.dSILT FE
TYPICALNCE. \ \ - - - \ / I 20'x40'-
// l I
TRAP 1L
4144.
`x-� ) l�
JS = 3=�S
Lo
INV C7.72 X
/ SILT FENCE, 1
TYPICAL
uj 'W
INVL8.27 \ \9\
�P •� ) \ / / \ I 1 Z W
'A� \ J
<v \ TRAP 4H / / s ' Q c/)
20' x40' / / TEMPORARY 1 = III (r \ \
ID
- / TEMPORARY \ / DIVERSION / TEMPORARY 4 w \
SWALE 11 • ` / DIVERSION - - - - / - -, - - DITCH DITCHSION \ TRAP O' N o
' - - / 15' x30' I 03 \
4; ' - -' -
20'x40TEMPORARY
FE
10.11 DIVERSION
\ ' �' DTCH
'^ 1 1 .02 - - - -- - - - - - - - - - - X10 39
SWALE DIMENSIONS
SWALE
#
BOTTOM
WIDTH
DEPTH OF
FLOW
SLOPE
LENGTH
WIDTH
'
LAND DISTURBANCE
I
LI\ TS. 36.99AC
0.38
0.30%
IT
\
Swale
\
III
JS = 3=�S
Lo
INV C7.72 X
/ SILT FENCE, 1
TYPICAL
uj 'W
INVL8.27 \ \9\
�P •� ) \ / / \ I 1 Z W
'A� \ J
<v \ TRAP 4H / / s ' Q c/)
20' x40' / / TEMPORARY 1 = III (r \ \
ID
- / TEMPORARY \ / DIVERSION / TEMPORARY 4 w \
SWALE 11 • ` / DIVERSION - - - - / - -, - - DITCH DITCHSION \ TRAP O' N o
' - - / 15' x30' I 03 \
4; ' - -' -
20'x40TEMPORARY
FE
10.11 DIVERSION
\ ' �' DTCH
'^ 1 1 .02 - - - -- - - - - - - - - - - X10 39
SWALE DIMENSIONS
SWALE
#
BOTTOM
WIDTH
DEPTH OF
FLOW
SLOPE
LENGTH
WIDTH
Swale
1
(DA1)
5
0.38
0.30%
100
20
Swale
2
(DA2)
5
0.49
0.30%
100
20
Swale
3
(DA3)
5
0.79
1.02%
100
20
Swale
4
(DA4)
5
0.51
0.43%
100
20
Swale
5
(DA5)
5
0.73
0.30%
100
20
Swale
6
(DA6)
5
0.89
0.30%
100
20
Swale
7
(DA7)
5
0.22
0.30%
100
20
Swale
8
(DA8)
5
0.87
0.30%
100
20
Swale
9
(DA9)
5
0.55
I 0.30%
100
20
Swale
10
(DA10)
5
0.37
1.47%
100
20
Swale
11
(DA11)
5
0.69
0.20%
100
20
- - 9F60 - - - - - - -
N F /Sw00�F`GR4. E E 11.27 TC 11.17 I FLUME
-e► / 1 @ pSF0 .`. 30 XF13 11.39 \ VI FOP 8.82
FLUME 11
¢� 00 INV 8.57
,-
EDP 10.3
INV 10.1 { / TRAP 4F , °� FLUME_ 5
yn tea° / �
8.8
20' x40' �o \ �� \ \ I '. . I. INV 8.57
o� TRAP 4G / 10.134 p / xo . \ /' �✓ / xo \ \ 4�5�\` \ f'n
X \ 20' x40' \ �sy IFE
I
TC 1 v �� v
own +- 9 \ oa` I --'--'-
11.32 Lu
TEMPORARY
DIVERSION
u-,
DITCH
p� TRAP 2A ' ^
\ \ �\ / eX ' \ I 6 ` )3 25' x50' I L J Nz
TEMPORARY 4 / % x - n �
TEMPORARY I ��
DIVERSION \/ s
co
DIVERSION DITCH , LAND DISTURBANCE \� \ �\ ( a
DITCH I SWALE
I /\ LIMITS. 36.99AC � � 1\ , \ I �•�
II INV 8.27 x
LU LU
LU
_ • I xo \ \ \ / �� �� \ \ � TEMPORARY
1 V / < \, \ DIVERSION
DITCH TCH V J
LA
LLj
� � � ;� \\ � a \ •� �� �A \ / � / / s
•n `�� _ /
\ \ SILT_ FENCE. ° b x ^ I \ U
i TYPICAL\ _\� \ \ \ / I / / o / / W
- \ - w
Pl PSC E \ J
\� o• \ �^ _ / TRAP 2A / / ' ^
X`PV I x 1\ \ \ a� r \� / 125 50 / / vJ
I 12.2 \ "� l�
�4� \� \ / / � v\V BENCKMARK
CH o I \ \ 1 ` SENCE. / \ ` ELS IN 12",GUN
ILT F
// �NAVD-1988 )
TRAP 1F
\ TEMPORARY 25'x50' V�� SWALE
DIVERSION - \ I s ` V °. v. 1 115.75��
I
IN \ \ / DITCH_ \ �\ I �I��� ZTNV�6.4 �/ x �� .�
•� �• \ \
BENCHMARK \� /A V \ \ a� °° 't •� s•
TRAVERSE NAIL IN 15" PINE / �� h x \ V \ / A \ % i - � •� \ A\\
_ a
ELEV. =1186
(NAVD 1988)'_/ '� _ ) �� v V / v \ x�. / / A �� a•�•� A '� 'v'� `� V�.A \
/_ \ \ v v I Ss�3�.
TEMPORARY \\ \
\ TEMPORARY GRP 0. � LAND DISTURBsApNCE <"�\
DIVERSION \ DIVERSION \ / / ��'� FLUME 4 OSE q ` I LIMITS. 36.59AC
\ DITCH V•
\ �V DITCH EOP 6.92 x^ �• �V \
INV 6.40 BVI ��� �� FLOOD •� I \ �Z\
\ i x 7.10\ ZONE X
p / FLUM�.53 SHADED vr'�SILT FENCE.
TRAP 1E k TYPICAL
IN 20' x4o' \ s
0° r OtiA. `.' pQF E
�PP`Q
J. 30
��� TEMPORARY
NOTE: ALL STORMDRAIN PIPING TO
BE INSTALLED ON MINIMUM 6" CLASS II
OR HIGHER GRANULAR FILL BEDDING
24"x 36" STANDARD GRATE
CAST IRON FRAME 8 GRATE
USF MODEL 4655-6172
OR EQUAL. RING 8 COVER
FOR JUNCTION BOX
HDPE
IAMETER
VARIES
o ,
°
MIN 6" #57 STONE
--_-- _-- -- ---
BEDDING
YARD INLET
SCALE: NOT TO SCALE
SILT FENCE. / / \ , // /� \ i I I \ \ V G /7.02 DIVERSION_. -----._.._,-_ 18" 18"
TYPI CAL // / \ o� ^, / .• DITCH
MIN NCDOT #5 OR ROCK DOUGHNUT M I N
\ \ ( \ \'� ^oma .'.� #57 WASH STONE TEMPORARY INLET
TRAP 4E
20' x40' \ / / \� z^hy�p / -�, \ 575' L INE (1 2 "MIN THICK) PROTECTION. TYP
00,
12 12
/ \FE 01
CLASS B RIP RAP M[N MIN CLASS B RIP RAP
LAND DISTURBANCE / / / / _ " 10.8411"
A \ V V A \ \ I NV�4�5
LIMITS. 36.99AC / - e \ \ \ \ ,\ I I 1=1- -1 I 1=1 I 1=1- -1 I [=I I 1=1
/
4#4
=I I =111= J J f=L=III=III=III=III=I
INV 5.38
\ III-III=1 I -III -III -I I EI I I=1 I I=1 I I=1 I I:
, \
P=1�I=1�1=IIFmlll=l�I=1�I=1�I=1�I=1�I
II=fff=iTffff
=
\/ =1 I=1I I=ff�ffL-I 1=1 I=111=111=
o=1
E6�V�� • V � PIPE 3 � � INSTALL REGULAR FLOW SILT
TEMPORD I VERSION i / / , 60LF 24 "RCP @ 0. 3% \ / 4 "MINI MUM
vl�i• � TEMPORARY i� /� SACK SEDIMENT TRAP AS
\ TRAP 3D 7, \ ` THICKNESS
TRAP 48 w \ s ' \ PIPE DIVERSION ✓ - ° MANUFACTURED BY ACF
/ DITCH \ / \ \ 20'x40' ' X \ INV 4.3 DITCH , <V ENVIRONMENTAL (OR APPROVED
` EQUAL)
TRAP 1 I SACK TO BE MAINTAINED AND
25'x50C \• LOOD \ \ �' 25'x50'
1 � � \ \ � \ � c 1 �o` REMAIN 1N PLACE UNTIL ASPHALT
REAR YARD INLET �' ZONE X \ \\� v PAVEMENT IS COMPLETED.
/ \ GRATE 10.0 /•
INV 7.00 5- - - /•� FLOOD �.SH DED \ \ \ / F - - -
�\141�
PE 4 / I ZONE ------ -----J
6LF 24 "RCP @ 0. 3% _ � � • �\ �
INV5.6 TEMPORARY / �\ \
' / DDIVERSION , \ ��� _____-��- _ ,_ ` •\ \\ ROCK DOUGHNUT TEMPORARY
15% , �\,jPIPE INLET PROTECTION
TEMPORARY �
/' ���• �\ SCALE: NOT TO SCALE
TRAP 5G I / ' ^� / / DITCH
J GPS \ NEW DITCH \
\ \ <125' x50'
\ ��� / °� %% / /m \ \ \ / \ TRAP
0 4D ` _/
- -- 6`\ / I
TRAP SC / �V (PVI O ��p ��• �o�
20' x40' 10.2SILT F
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STONE�. INV 7.50 / , / / I 9(g 9.9 I
CONSTRUCTION / TC
9 \ / o
ENTRANCE % FLUME_8.54/ I
/ 1 87.50 / � �� �/ /
�/ I / /.'�� LAND DISTURBANCE /
\ T / LIMITS. 36.99AC /
C
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TRAP 5F / / / F INV 8.32
25' x5o' ^; SWALE 7
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SWALE 8 PVI I //�titi�� ��'�\ \ I • / , TRAP 5B19.1•Y/
20' x40'
--- ------
SWALE
-
SWALE 11 FLUME 8 \
` EOP 8.87 FLUME 7
I xm' INV 7.20 TRAP 5E p�� INV 8.62 I �Y EDPINV 8.87
�� v\ �` INV 8.62
I NV5.6 I �/ vXIP I
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SILT FENCE. ` \� /6
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SEE DETAILS ON SHEET 4
► 0 of S S /o
2� QQ- '1'yl•v
• SEAL
s •
s •
• 36970 •
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f�I � TURNS P,&
NOTE: ORIGINAL CADD FILES PROVIDED BY:
B Batdwin and ASSOCIATES
ENGINEERING, LAND SURVEYING
AND PLANNING
1015 CONFERENCE DRIVE
A GREENVILLE NC, 27858
[phone]
FB 431, PG 01
FILE # 06-134
REVISIONS:
No. BY DATE DESCRIPTION
I GYT 8/14/18 EC DESIGN
2 GYT 9/7/18 LO COWENTS
ENLARGED GRADING, STORMWATER MANAGEMENT
& EROSION CONTROL PLAN
CALICO
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: N20 LLC DESIGNED:
RDC/GYT
ADDRESS: 3302 BRIDGES ST DRAWN:
MOREHEAD CITY, NC 28557
RDC/GYT
PHONE: [phone] CHECKED:
RDC/GYT
APPROVED:
�T�IIHIEE,' U1LlLIP HlEk gkOUP P.A . GYT
EERJN & OUR-VEYIN 5ER-VI DATE:
151A HIGHWAY 24 6/22/18
MOREHEAD CITY, N.C. 28557
[phone] LICENSE N0, C-4482 SCALE:
1 "= 60'

50' RIGHT OF WAY
} 31' BACK TO BACK (50' RIGHT OF WAY)
a 7,11
0 2.0 13.5 13.5 2.0
CD
24 "CURB 8
GUTTER
2 SUPER PAVE
1/4' PER FOOT
6" oCABoo C PER
FOOT OOT
o pppO-
o o ^o
���o �o�go o o ooo , a
° o 0 0 0 00 00 0 00 0 0 0 0
SUBDIVISION
STREET SECTION, Typ.
SCALE: NOT TO SCALE
50' RIGHT OF WAY
31' BACK TO BACK (50' RIGHT OF WAY)
.-.
DITCH
VARIES
SUBDIVISION STREET
CULVERT CROSSING
SCALE: NOT TO SCALE
V)
SHOULDER WIDENING EX -PAVEMENT o
VARIES VARIES VARIES N
z
30 "CURB & GUTTER I
NCDOT STD 846.01 u
1 " -1/2 S9. 5B OVERLAY
ENTIRE PROJECT LENGTH
EX C+'CAB� 1' —. �Exl>TINf
-
EX -GRADE _ _ An��viuY�� 2 � e iz"
,vlll\YVY/I),��� � e„� PI e. of- ASPHAL
6aCrcN�F 6ClIf PVOND _ —
EXISTING
GRADE
LANE WIDENING CROSS SECTION_
SCALE: NOT TO SCALE