SW6200104_1525 DWQ ALL SHEETS_3/3/2020

VICINITY MAP
NOT TO SCALE
3-A)
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EiP Oa EIP—EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB—EXISTING REBAR
ERSO ERS—EXISTING RAILROAD SPIKE
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
-- —- —-— —SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
SC SIGN
© MAILBOX
- HVAC UNIT
i1� TRANSFORMER
0 LIGHT POLE
PP. UTILITY POLE
C- GUY WIRE
0 TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
CFIRE HYDRANT
6WATER METER
® CATCH BASIN
TREE
ASPHALT
0 SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE PAVEMENT, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
3. THE GRADING ON THIS PLAN IS INTERNAL TO THE
ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY.
DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE
THE RESPONSIBILITY OF THE LOT OWNER.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
N 571,710.786
78
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N 570,617.013 z
E 1,992,547.997
ELEV 386.86 C
NC GRID NAD 83 0 03
(2011) co �
NAVD 88 r_ —1
GROUND STABILIZATION CHART " R1
SITE AREA STABILIZATION STABILIZATION TIME O
DESCRIPTION TIME FRAME FRAME EXCEPTIONS r-
1
PERIMETER DIKES,
SWALES, DITHCES 7 DAYS NONE
AND SLOPES
HIGH QUALITY
WATER (HQW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE ,
THAN 3:1 NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED •
SLOPES 3:1 OR 7—DAYS FOR SLOPES
FLATTER 14 DAYS GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS NONE
WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR Know what's below.
THAN 4:1 PERIMETERS AND
HQW ZONES) Call before you dig.
1 / / /
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c�, z
✓� :�X,�� w 1 1W JW �, - J- = CAPITAL LOOP \ \ 4a3997 8+00 9+00 10+0013+00 14+00 15+00 `\�50' R/W —PUBLIC STREET & I % °0 I \43 Q�Q`33t"�UTILITY ACCESS
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N 570,999.779
/ E 1,994,077.504
NC GRID NAD 83
(2011)
48/ \
50
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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U2-1•7-,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
OVERALL
GRADING PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
FEBRUARY 17, 2020
SHEET NUMBER
DWQ-1
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

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VICINITY MAP - �1 �,/f� �, �, �, / �, .� I �, �, �� �, ^ /�, J (�, r�/ 54
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NOT TO SCALE 4/,rl
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55
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6&
UTILITY ACCESS 7/ l�
"0Z
30'
DRAINAGE
\,LEASEMENT36
// � 373
Ir
361
4 — -\/ .I/ .t/
INV:352.00
vpSWALE#1 M i o / /-/
4% GRADE Moo a // �, /� / r / I I
i,1 l )> �l/ ,tl/ �l// �/-- �J 14' BOTTOM 60 / 61
�/��`j �f 4:1 SLOPES 55.41 LF @ 8.66% 30" RCP
` 1 I NV35680
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f� I. .// / ( ( //
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50
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\ EASEMENT�l/ �l/ ♦
( y I I I
14/ 14/ 14/ �/ � � \ � � l `��� � RKET DRIVE
STOCK MUBLIC STREET_ao6
A
10' UTILITY EASEMENT & 50' R/W Y ACCESS
368UTIL � � `' � � ♦ 83 � ` 398
\
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IN
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369 ��` � 00 g5 'QO
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M
LEGEND:
Oo EIP-EXISTING IRON PIPE
O EPK-EXISTING PK NAIL
O ERB-EXISTING REBAR
Oo ERS-EXISTING RAILROAD SPIKE
0 CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-- — - —- —-- SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
+� FW 100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
STOCK MARKET DRIVE /
�' / 38.12 LF @ 6.56% 18" RCP
50 PUBLIC R/W g
0. -
�- �w46
Ul
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i coz"
12
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SIGN SIGN
Mj MAILBOX
Aa HVAC UNIT
[!]TRANSFORMER
* LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
C FIRE HYDRANT
Lug WATER METER
® CATCH BASIN
TREE
ASPHALT
SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
1v \
GRAPHIC SCALE 1 u \\ 34� 50 0 25 50 100
Know what's below. �I
Call before you dig.
IN FEET )
1 1 inch = 50 ft.
5/8 V \
ERB
/ 11 +
m
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
200
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11CARO
0, OksSS /0 •
'4 SEA
027
U2-1•7—,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
FEBRUARY 17, 2020
SHEET NUMBER
DWQ-2

1 i �
VICINITY MAP
NOT TO SCALE
LEGEND:
00 EIP—EXISTING IRON PIPE
O EPK—EXISTING PK NAIL
O ERB—EXISTING REBAR
00 ERS—EXISTING RAILROAD SPIKE
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
-- RIGHT—OF—WAY
-- — - —- —-— SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
a� SIGN
MB MAILBOX
AC HVAC UNIT
© TRANSFORMER
0 LIGHT POLE
pp UTILITY POLE
C GUY WIRE
0 TELE PEDESTAL
© CABLE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
0 WATER METER
® CATCH BASIN
E) TREE
ASPHALT
SOIL
0 WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
40;
Know what's below.
Call before you dig.
I
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
•4 SEA
• 027
OTT
U2-1•7-,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
FEBRUARY 17, 2020
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
DWQ-3

VICINITY MAP
NOT TO SCALE
LEGEND:
00 EIP—EXISTING IRON PIPE
O EPK—EXISTING PK NAIL
O ERB—EXISTING REBAR
00 ERS—EXISTING RAILROAD SPIKE
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
-- RIGHT—OF—WAY
-- — - —- —-— SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
a� SIGN
MB MAILBOX
AC HVAC UNIT
© TRANSFORMER
0 LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELE PEDESTAL
© CABLE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
❑o WATER METER
® CATCH BASIN
TREE
ASPHALT
SOIL
0 WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
Know what's below.
Call before you dig.
355 N 1,994
GRID NAD 83t
1 \ %PINCHED) —� \ 128
a 60
37
60' BUFFER AND DRAINAGE
1 EASEMENT CENTERED ON ` /
STREAM
70.0
1 % / 367 /
67 . .� a
� Al
i
Z 3a2 ■ 40
\ 365 / �10' UTILITY EASEMENT 32
364�
PGA � 1
1 1
w �� \ / 36
6 M
361
00e?
I N V: 357.00
5/B
0
� ERB /
\ INV:355.70 �� 30 r
' 35.65 LF @ 3.65% 24" RCP
561, •� `SO �A \
355 I \ q G /
O�'`F ERB /
INV:344.95 �i `S'Tp \ l
i I /
37.30 LF @*3.46% 66" RCP \ AFT \ �
/ S � � �122;
r o ry/
eke I 29 M1ro �xOo. \
f 1 \M ERB \
l f ) I l
\�\ ■ Imo: � 28 `� � / 1 � � \
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\� I I EASEMENT CENTERED ON
1 \STREAM120
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1� CM
ERB„
I1 IP � \119,
/ N 570,999.779
E 1,994,077.504,
NC GRID NAD 83
/ (2011) \
47 ;
48 /
I / /
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10' UTILITY EASEMENT �
3
/ xp�/ 368
123
G)
o z
z
�n
O
70
C
O N
N
0
N
m
Q
Z
U
Z
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
11CARO'''��
, o SS •. �_&
•4 SEA
027
U2-1•7-,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
DETAILED
GRADING PLAN
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
FEBRUARY 17, 2020
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
DWQ-4

O� 50 49 48 47 46
VICINITY MAP
NOT TO SCALE
�3-A;
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EiP Oa EIP—EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB—EXISTING REBAR
ERSO ERS—EXISTING RAILROAD SPIKE
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
-- —- —-— —SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
SC SIGN
© MAILBOX
- HVAC UNIT
® TRANSFORMER
0 LIGHT POLE
PP. UTILITY POLE
C- GUY WIRE
M TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
CFIRE HYDRANT
6WATER METER
® CATCH BASIN
TREE
ASPHALT
0 SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
N 571,710.786
78
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86 ( RB - - T DRIVE �� c~n 20 \O 1
tKtl -- STOCK MARKET _ \ 19
��V J O U V) r1 G
_ — — 5�+6 pLigLir R /W 13 (W 7,j w 18 7 —
W6� H rz QI 1f 6 N 570,9.79
O \ �\
10 ___ - 1 FP' f E 1,994,77? 04
m - I / W6 NC GRID NAD 83
�� I -- _ f (2011)
w -�� / \ 48
O ` Z LO_ -
_ --•y + I - I 110,10
35 ; ` 36,/
,o
I / I
\ 5/8"\., �f"
i o ERB _J/�
TBM C
N 570,617.013 z
E 1,992,547.997
ELEV 386.86 C
NC GRID NAD 83 0 03
(2011) co CP
NAVD 88 r_ —1
om
� n
O
C
10
GRAPHIC SCALE
xx o xx xx xx
Know what's below.
( IN FEET )
Call before you dig. I inch = XX ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
xx
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IIDARO
.•••• ••.
•4 SEA
• 027
CC)1
U2-1•7-,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
SWALE
DRAINAGE AREA
DELINEATION
MAP
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRIS
CHECKED BY: SCOTT
PROJECT NUMBER: 1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JANUARY 29, 2020
SHEET NUMBER
VICINITY MAP
NOT TO SCALE
�3-A;
N /F
DONNA SUE M. HOOPER & HUSBAND,
JAMES CLEMONT HOOPER
DB 976, PG 697
PB 2000, PG 67
LEGEND:
EiP Oa EIP—EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB—EXISTING REBAR
ERSO ERS—EXISTING RAILROAD SPIKE
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
-- —- —-— —SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
100 YEAR FLOOD LINE
TREE LINE
LIMITS OF CONSTRUCTION
SEDIMENT FENCING
SC SIGN
© MAILBOX
- HVAC UNIT
® TRANSFORMER
0 LIGHT POLE
PP. UTILITY POLE
C- GUY WIRE
M TELE PEDESTAL
© CABLE PEDESTAL
N WATER VALVE
CFIRE HYDRANT
6WATER METER
® CATCH BASIN
TREE
ASPHALT
0 SOIL
WATER
WETLANDS
NORTH AMERICAN GREEN TURF MATTING
CHECK DAM W/WEIR
N 571,710.786
78
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l3 q���r��
'P,-128
J W W/ f` W Y rYf rfJ
/ 98 1 i \ /•(/ Ip" ,y/^W�y�W /� /� W�i�'��W ���W IP W !W'� �I'1�!
/` � �) W �.�• � � ��.� � � ������ V.r"� � �
0/5
ERB--� =/1 �:, W v W/✓�/!fJ�/�/J�/�VJV�y�� VfJ� // S W(� PJ �' / �W�/ rJrJ /��/��� �j�� /
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rr
45
\ ` 44 �A / � f yx 34 � \� r� Z
\ \ I r 38 o 1 N\ , Z
'r t% �� �J�W CAPITAL LOOP ���� 4 1 �� • �C, O
I 97 /( / �( / 6+00 7+00 8+00 9+00 10+00 13+00 14+00 15t00 �6x� r \\`1 W !s t 39 J ,
UTILITY ACCESS 1 l � y
W W )
�� . � .� �5 � o - . ��1 40 � I j
�(/%.y,•�... 1(/{^ � i`
96 1 \/ W I W ) \ W W W W Y 1 W1 V �y ( OO I\ S I W W W
�' . ��%f ! d�(� V /W�W ✓/W (� °. 56 �O 66 / 67 68
Wb59
61 62 63 64 65
41
co
oy/ �1 / �" � i �`! r _ _ — — 5L 42 `� G �'�� 30
10
((llWj r ) 74 0\ ��� �� l\\ oC'F lij\ /
�l(` ►/ � _ / ' j i1 i l� 1 �L� 6 75 1 _-. 16k0� \s sj��` •
�f ��` ^.f I 1 1I �77,7�, 4+00 + 15+0029�� 5�� R (121\) \
1 I r II \ 1 sl
+oo — l\
87 1 \ l \.00 s+oo } f i
82 F �\l��.n~ �- — ` 6+00 7+00
J(` (l
3+00 4+0 24 ' 25 \ �� `( ( J I ♦ + .- �G
1+0o z+oo 23 r t l� 1 ��1�
5/8"� l 1 I
ERB120
=- T� O+C+ w 21 22 I I \ �\ / S4' n
86 ( RB - - T DRIVE �� c~n 20 \O 1
tKtl -- STOCK MARKET _ \ 19
��V J O U V) r1 G
_ — — 5�+6 pLigLir R /W 13 (W 7,j w 18 7 —
W6� H rz QI 1f 6 N 570,9.79
O \ �\
10 ___ - 1 FP' f E 1,994,77? 04
m - I / W6 NC GRID NAD 83
�� I -- _ f (2011)
w -�� / \ 48
O ` Z LO_ -
_ --•y + I - I 110,10
35 ; ` 36,/
,o
I / I
\ 5/8"\., �f"
i o ERB _J/�
TBM C
N 570,617.013 z
E 1,992,547.997
ELEV 386.86 C
NC GRID NAD 83 0 03
(2011) co CP
NAVD 88 r_ —1
om
� n
O
C
10
GRAPHIC SCALE
xx o xx xx xx
Know what's below.
( IN FEET )
Call before you dig. I inch = XX ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
xx
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IIDARO
.•••• ••.
•4 SEA
• 027
CC)1
U2-1•7-,2U
REVISIONS
PROJECT NAME
MARKET
PLACE
SUBDIVISION
PHASE II
SWALE
DRAINAGE AREA
DELINEATION
MAP
CLIENT
MCL, LLC
3857 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRIS
CHECKED BY: SCOTT
PROJECT NUMBER: 1525
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JANUARY 29, 2020
SHEET NUMBER
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JANUARY 29, 2020
SHEET NUMBER