NCC223406_Site Plan or Location Map_20221003

LEGEND:
----16 ----
EXISTING CONTOUR
LOD
LIMITS OF DISTURBANCE
----
SILT FENCE
CONSTRUCTION ENTRANCE
EC DRAINAGE AREA
RIP RAP APRON
404 WETLANDS
TEMPORARY PIPE
BAFFLES
�® SKIMMER
>TDD- >TDD- TEMPORARY DIVERSION DITCH
A CHECK DAM
NOTES:
1. SEE GENERAL NOTES (C-1.0) AND DETAILS FOR MORE INFORMATION.
2. TOTAL LIMITS OF DISTURBANCE = 85.78 ACRES.
3. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN FLOOD ZONE X (MINIMAL FLOOD RISK), FLOOD ZONE AE AND FLOODWAY
AE AS INDICATED BY FEMA FLOOD ZONE PANEL 1056 & 1057, MAP NUMBER 3720105600K & 3720105700K, BEARING AN
EFFECTIVE DATE OF AUGUST 28, 2018. FLOOD SOURCE: SHALLOTTE RIVER
GRADING NOTES:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE STOCKPILE
LOCATIONS ON SITE IF NOT SPECIFIED. SEE GENERAL NOTES SHEET (C-1.0, TYP.) FOR GRADING, DRAINAGE, AND
EROSION CONTROL SEQUENCE NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS
AND DETAIL SHEETS FOR MORE INFORMATION.
2.) SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.
3.) A GEOTECHNICAL ENGINEER OR INSPECTORS SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL
AND PROPER COMPACTION PER EARTHWORK SPECIFICATIONS IN FILL AREAS.
ASPHALT AREA/BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO
PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
EXPLORATION AND TECHNICAL SPECIFICATIONS.
EROSION CONTROL NOTES:
1.) SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON GENERAL
NOTES, SHEET C-1.0
2.) DURING PHASE I CONSTRUCTION, TEMPORARY DIVERSION DITCHES AND PIPE WILL CONVEY THE
STORMWATER RUNOFF TO THE APPROPRIATE SEDIMENT BASIN. TEMPORARY CHECK DAMS SHALL BE
INSTALLED, WHERE APPLICABLE, IN THE TEMPORARY DIVERSION DITCHES. SILT FENCE SHALL REMAIN
IN -PLACE DURING ALL CONSTRUCTION ACTIVITIES.
NCGRI D(NAD83/2011)
TEMPORARY EC PIPE SCHEDULE:
Temp Pipe
No.
Pipe
Upstream
Invert
Pipe
Downstrea
m Invert
Diameter (In)
Pipe Material
Pipe
Length
(ft)
Slope (%)
1
39.00
38.50
15
H D P E
40
1.25%
2
37.75
37.25
15
H D P E
40
1.25%
3
30.00
29.50
15
H D P E
40
1.25%
4
25.00
24.50
15
H D P E
40
1.25%
5
24.25
24.00
15
H D P E
40
0.63%
6
24.25
24.00
24
H D P E
40
0.63%
\ I I 1
1 I
1
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_ I I
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O„ 89986050990V \
INV. 25.00 - - - - � \
106605098668 \
1 I \ �-� ` 7 / ` /( MAS PROPERTIES LLC
1 _ _ TOTAL LIMITS OF _ \
.. INV. 27.0o
DISTURBANCE = 8578 ACa�' I /
� >TD� ° DB 1879 PG 290 \
TYP. / 1 Z / - - - J >TDD� _ ° �J ° \ `.
_ \ PB 28 PG 144
/\
. - \
I 1 �
TEMPORARY SILT FENCE TO REMAIN \ _ I \ TDDD# g � , INV. 25.00
\ THROUGH PHASE II CONSTRUCTION oz 1 i = - - 11q TD T° I \
(TYP. - SEE DETAIL) 1 \ ✓ /,*�■■■■■■■�■■■■* INV. 27.00 D#116 oy C ) \
1 I -� '- �- T --'- I ; qt '1 �1 / ��'- �♦ // / /\ \ \� �` �� EC PH I / # / \RP " I I TEMPORARY DIVERSION
1 -T" I v I 1 / ♦ji / / / \ L _ ���.- �1 / DITCH TYP. \\
_ 1 Z I \ (♦♦ // / \ y / / INv. 27.00 ♦• I DA#11 I \
_�- �I �\ / [SEE DETAILS]
\ -T- �- oZ 1 \ ♦ � / \ � / / \ Too 4.39 AC.
TEMPORARY PIPE, TYP. ` - 1 ` ` - I • \ 1 I �♦ / \ // / \ % �\
\ ) 1 1 [SEE SCHEDULE] IJ / ♦ \ - 1 \ / / / / / (// / \ > o INV. 24.50 INV. 24.25 \
z \ / ✓ I
6 1 11 1 TEMPORARY RIP -RAP _ - � � 1 � x� / '♦ / \ \ L I l -- .�♦" � / I \ \ � \\\\NV. 24.00 � ^ \ �♦ � \
r APRON, TYP. / I \ / \ \ 1 \ 1 / / / ♦♦ / .�/ \ 1 I / /o EMERGENCY 1 ♦♦♦ \ /) \ \
III I 1 111111I II _ _ I [SEE D\ETAILS] • / \ ♦- J\ � _ \ \ /\ \ \ � �• \ \ \ \( ( II �♦�{♦
TEMPORARY E
OTO■ ♦ � °�\- >- TD -[SEE DETAILS] SPILLWAY
ENTRANCE,TYP. o c >TD
'ro i I
!! I [SEE DETAILS] 1 I I i • / 3.68 Ac. - ♦ I I - \ \ \ J \ J f \ I I I (~ \\\\\ ♦ ♦ >�Q ► \ /
EC PHI / INV. 36,25 • \ ` , - - _ / \\ \ \ ♦♦ ) / I \ \ ) / • \ \ ) / WETLANDS TYP. INV. 26.00
DA#4A > I ( - - / / \ ` 1♦� \ - 1 _ / \ \ / / /; 1 L / 1 I \ \ I
/ CQ#�� /• TDD#�4E / %♦♦ \� I (� /� EC PHI / / \ f �/ i/ , ` \ EC PH I DA#6 / �) �) / - / / / i I
5.96 Ac. °P
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.c. L'TJ
sy
APPROXIMATE LOCATION OF I
1 / STOCKPILE AREA, IF NEEDED.
i
SEE SHEET C-1.1 FOR EROSION
N37.INV. 33.50 J -� ■ \ \ / ° / N I / CONTROL INSTRUCTIONS)
`IV. 75 _3 " p'#` -'�o-7 r� / r / 1 \ � \ ■ \ \ \ I I v � ° � \J �
INV. 37.25 EMERGENCY � � 'r � \ ` \ ■ 1 \ \
\ I I . I- SPILLWAY INV. 34.00 G ♦ / �� ti \ \ \ I
I / f / INV. 37.50 _ - ♦ \ \ \ \ \ #6 EC PH I
< [SEE DETAILS] \Q\ \ ♦°�`r,� l � ■ \ \ \\\ � \�� 1�✓ `/ 'i I '
1 \ I INV. 41.^ _ DA#12
I r /• / i
I
[SEE IETAILS] I ° I \ J I I 1 \ \ \ \ \ / \ EMERGENCY I I i DAM, TYP. /
AN I / ) ) J I \ \ 1 / SPILLWAY \ \ I I \ [SEE DETAILS]
\ o �� / \To \ / % / / /- - - / .I / Q�o� oo [SEE DETAILS]
\ ° \ / I INV. 27.00 I
\ I �/ O al< / INV. 31.00 ■r \ / i°1 i r
o3g _ 1
% \ \Se#S / / / / ■�■� ■■•■■■�1 f ( o I I
TD \ / ] INV. 32.00 _ \ / :■■■■�■■VT■I \ I \ / ■■■■1i I 1 1� i I //
EC PHI L � % �° / / j / \ �♦
TD / / - 9.94 Ac. / , >TD \ / ° f �o / / ♦1 • \ / / / / (/ \ \ 1
\ ^O/ / ° Qom/ / / /DOTAL AREA ♦♦ • \ / 'T \ % ° I / 0 1
y TDp � - 01 ` \ / j V °moo \ I L 6,c 778 S. ) ► / / / \ ° \ 1
\\�INV.37.00 138.01��/ \, "\\� I / / / o'�i°rINV. 24.25
\ INV.39.00 (DDT/ \
TDOTo3� >TD_ >.■�••• \ I / 1� \ ` I ♦♦♦ ■ I I I I 1� \ \ �\ �. I I ( \ �/ _ ` v6 �Q INV.
\ \ Tp #1 LTDD,I� > .�:,■■•,•y ).� I � \ ■i■ INV. 36.00 / \ 1
\ `� ■■�� -INV. 35.00 0 pro INV. 33.00 e / I ' ■
I \ \ INV. 38.50 ` 1 i \ ` >TD EC PHI ■ / J ( / \ / / o�J -, / TDD#12C �j \
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■- EC PHI I h� �\ �� � >oo-/ � / (1
\ \ \ \ \ INV. 33.00`� / /-1 DA#8 / \ \ \ / I l I vl° G �°�f o \ \ (,/
; \ \
s 3.06 Ac. \ \ \ / DA#7
■ \
- J 1 1 / 9.21 Ac. / / ( INV. �.50 / -
I INV.4��\ \ ■ / \ \ \ \ �INV.25\ /„ \
I -•- \ \ \� �� �\ l 1
SPIL WAY \ / ■ / I I / /�\�/ l I I \ 1 \
• \ \ � ( (o �. � � CY � .INV. 35.00
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I
ETAILS D] \ � � I / _
• \ �� \ \\_ \ \ \ l I°r\ '� �o \ � \� ♦♦♦♦♦\ • �/• I I j I \ o // iT >T EMELLWAY
RGENCY
7C \ \ ♦�i [SEE DETAILS] EC PHI INV. 29. I 1 ° / I Ila \\\\\ \ \ ♦♦♦ \ • /• I I _ r I \ �I / _50 / \
♦�( \\� 3PP \ \ DA#2 I \ / / I / ♦♦j♦ I b \ \ \\ \\8.87 . \\\\�AI I YPWETLANDS T
AC�\ ♦♦♦\♦\ \\ \ // I / I ♦ ♦� ♦\•\I •I I �h.� � I I� INV. 30.00
° \\1♦4kk ? a/ / / EMERGENCY♦C\
\ \
INV. 31 I50 { J/ "\R, / SPILSEE DETAIL
LWAY
\ ■ / ♦ V_//
/ INV. 32.00_ �� [ 1
h \ \ I \ %■ / / r \ INV. 32.00
� ��'�■�■••,�/ \\ \�� �\� INV.37.00 ) � 1 \/// MIS � \ \Xo�z/ � � / / �) � \\
\ ` , ■ \ 1 / / / / - / oY WETLANDS, TYP.
1 EC PHI �� �I ■■�■( / I �\ �s� \ /\ �`4a �/ '1` 1 / EC PH I / / / /
/ \ DA#1 \ \ �" i 1■� \ ��/ �j I'o oy - /� \ ■ / ) DA#9 / INV. 31.00 \ \ \
Eo I I I INV.37.00 \ I / \ ■ EMERGENCY
� - � � � ■■■� I / � � A 5.86 Ac. �) � � I / I sPILLWAY
\
/ ICl/(
o cP / [SEE DETAILS]
EC PHI \ \ / I \ ) LIMITS OF WETLANDS
INV. 42.00 DA#10 > ° \ / \ 1 \ \ \ \ I I (TYP.)
3.82 Ac.
- DD#10A / I I
Sb Od 9Z880 SKIMMER SEDIMENT BASIN, - - - 's''P,� -moor INV. 34.00
ILT �1 \_P.
>TDD- >TDD#9A[SEE DETAILS] TD� >TATLANTIC TELEPHONE
MEMBERSHIP CORP SKIMMER DEWATERING
DB 826 PG 45 DEVICE, TYP. 105719710017 _
[SEE DETAILS] CAROLYN S. LONG \ \
EMERGENCY SPILLWAY DB DC PG 2019
[SEE DETAILS] PB 24 PG 97
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MAP
111 --
LEGEND:
EXISTING CONTOUR
-goo goo-
LIMITS OF DISTURBANCE
SILT FENCE
CONSTRUCTION ENTRANCE
c:::3
EC DRAINAGE AREA
RIP RAP APRON
W W W
3M
404 WETLANDS
BAFFLES
�® SKIMMER
4^ CHECK DAM
NOTES:
1. SEE GENERAL NOTES (C-1.0) AND DETAILS FOR MORE INFORMATION.
2. TOTAL LIMITS OF DISTURBANCE = 85.78 ACRES.
3. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN FLOOD ZONE X (MINIMAL FLOOD RISK), FLOOD ZONE AE AND FLOODWAY
AE AS INDICATED BY FEMA FLOOD ZONE PANEL 1056 & 1057, MAP NUMBER 3720105600K & 3720105700K, BEARING AN
EFFECTIVE DATE OF AUGUST 28, 2018. FLOOD SOURCE: SHALLOTTE RIVER
GRADING NOTES:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE STOCKPILE
LOCATIONS ON SITE IF NOT SPECIFIED. SEE GENERAL NOTES SHEET C-1.0 TYP. FOR GRADING DRAINAGE AND
EROSION CONTROL SEQUENCE NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS
AND DETAIL SHEETS FOR MORE INFORMATION.
2.) SEE GRADING AND DRAINAGE PLANS FOR FINISH PAD GRADES AND STORM PIPE SCHEDULE.
3.) A GEOTECHNICAL ENGINEER OR INSPECTORS SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL
AND PROPER COMPACTION PER EARTHWORK SPECIFICATIONS IN FILL AREAS.
ASPHALT AREA/BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO
PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
EXPLORATION AND TECHNICAL SPECIFICATIONS.
EROSION CONTROL NOTES:
1.) SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON GENERAL
NOTES, SHEET C-1.0
2.) DURING PHASE I CONSTRUCTION, TEMPORARY DIVERSION DITCHES AND PIPE WILL CONVEY THE
STORMWATER RUNOFF TO THE APPROPRIATE SEDIMENT BASIN. TEMPORARY CHECK DAMS SHALL BE
INSTALLED, WHERE APPLICABLE, IN THE TEMPORARY DIVERSION DITCHES. SILT FENCE SHALL REMAIN
IN -PLACE DURING ALL CONSTRUCTION ACTIVITIES.
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DA=0.41 AC. ��DA=0.3. - - �� i " / TST 6 1 I ° V / _ I 1
�\ WETLANDS - - - - - I - SSB 10 /
\ - I DA=0.64 AC. /
TST 6 \ DA=1.26 AC.
POND /SSB 3 1� / - \ \ G SF 25 �M
N,1 \ ` DA=0.26 AC.
SSB 9 1 N\x
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DA=0.12 AC.
POND / SSB 7
DA=3.09 AC
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1 \ I 1 1
SF-5 1
WETLANDS I / DA=0.36 AC.
II11111l�r \l \ o S - - \ \ \ �_ / r / / ) 1 SF 24
SF 16
DA=0.47 ACC. \ DA=0.30 AC.
WETLANDS
/' \ � ! -� \ II \� / \ r / / / , / TST�7 I I
1�5716729977 WETLANDS 1 v / - DA 0.15 AC.
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1 ATLANTIC TELEPHONE 4'3511 E 1777.54'
,1
1 I MEMBERSHIP CORP
1 DB 826 PG 45
1 105719710017
1 CAROLYN S. LONG
DB DC PG 2019
1 PB 24 PG 97
1
1 1
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WETLANDS
1 I
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SF 34 rl DA=0.55 AC.
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SF 35 /
DA=0.39 AC.
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WETLANDS
<�7
N
567.11'
50 FT. SURFACE WATER SETBACK
NCGRID(NAD83/2011)
ZL
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LINE
BEARING DISTANCE
S 70°38'02" W
69.12'
N 75°22'47" W
kL5
91.53'
S 10010' 10" E
79.78'
L6 S 88038'09" W
91.41'
L7 N 63047'36" W
86.94'
L8 N 21054' 07 W
5 1.41
L9 N 55005'41" W
147.88'
L10
S 8201 T40'„W
41.47'
L11
N 44 11 09 E
37.73
L12
N 35049'57" E
81.49'
L13
N 45005'29" W
96.61'
L14
N 82046'57" W
243.94'
L15
S 50008'31" W
111.94'
L16
N 86058'51" W
45.91'
L17
S 81 °45'30" W
107.97'
L18
N 29002'22" W
133.09'
L19
S 67046'30" W
186.43'
L20
N 43053'52" W
115.21'
L21
S 36022'00" W
73.75'
L22
S 79024' 15" W
68.88'
L23
S 59042'42" W
116.98'
L24
S 34034'56" W
141.88'
L25
S 46056'35" E
125.29'
L26
S 70047'09" W
149.40'
L27
N 36032'20" W
7.69'
L28
S 77046'37" E
25.80'
L32
N 10031'39" W
217.58'
L33
N 79043'29" E
185.49'
L34
S 89002'54" E
101.96'
L35
S 10019' 15" E
33.02'
L36
N 79028'02" E
36.83'
L37
N 79025'38" E
100.01,
L38
N 79024'56" E
99.98'
L39
N 07035' 57n E
95.79
L40
N 06037'40" E
105.28'
L41
N 06042'33" E
59.99'
L42
N 78038' 19" E
21.1 I
L43
S 06046'06" W
223.94'
L44
N 80048'12" E
269.71'
0 75 15
SHALLOTTE RIVER TOP OF BANK
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0 300
SCALE: 1 "=150'
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