SW6230605_Plansheet - Proposed Drainage Area_20230705

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4Dsite
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409 Chicago Drive,Suite 112,Fayetteville,NC 28306
TO office 910-426-6777 fax [phone] license number I C-2354
O� wwwADsitesolutions.com
S I I
SITE I
HARNETT
I I �� N CARO
COUNTY � I �OFES3/0'••/'i'''i
CUMBERLAND I I '4 SEA
COUNTY
027
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N/F I I LIMITS OF CONSTRUCTION 114.0 AC ���STT�g��?`
RES ASTER, L6 N/F RES ASTER, LLC CO
J l ///////1I11111
DB 3974, PG 7 i � DB 3974, PG 67
NORTH PB 2022, PG 168 � -- - -- -- -- -- -- -- -- _ - -- -- -- -- -- -- -- -- -- --
PB 2022, PG 168 U 3-2 U-23
_�l OOl TEMPORARY Ol OOl 00� ��' _ OOl OOl OOl O_Ol_ 00� OOl 00� OOl OOl OOl 0O� _
F�vr� = ��l
� - CONSTRUCTION �`�' _ SHADY GROVE ROAD
ENTRANCE 60' R/W - PUBLIC STREET
VICINITY MAP --------- — — � — - _ _ _ _ _ — —
145 146 146_ 146 147 W� :"•I°1 (SR 2050) = 145 144.=143 -142 - t=141
144 ` --- - --- __ __ __ __ -- --
I I—--—- ^ h �� 148 148 - 147 ��r'-��r \ SF V i SF SF `w REVISIONS
NOT TO SCALE ----- /\ \. �a / ^� �- __147— 1q, k9 p -/ z
n 146 • 148 148 1 C 1p l _ 145 -� 7_ I
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146
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f 6 DB 3564, PG 168 , ( J �6 ` c 1Q5 Z "NN l ,- oABJ \ G I
N/F C7
W W INVESTMENTS, LLC �
00 W W DB 4099, PG 808 146 O o \� ,>J
-�•100 rFr��° / .. W W W ..`-d PB 2021, PG 501 ( / �R5 /1 %/ i �J �` 0 C p `�/\ �J '� ' 0 o L^.`� \ ^ \I (`\ - ITE
OO W W W W W W W W r v O U �` `� I_ J \ /G1 `�
1 W .W ` J / �' �� ` O �4S 144 -�\ �> o � ^ ° A 0 0 J 43 �O 0��
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-i -� 144 - J \ C �/
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SILT FENCE O�
/ ✓. /- - �. �_ �-OUTLET (TYP)
ECM LEGEND: 44 43
' 1 1 f� 142
ERa® ECM-EXISTING CONCRETE MONUMENT I o
O ERB-EXISTING REBAR �' —7, - 1�Q `~ �1
PROJECT NAME
a COMPUTED POINT � � �
N/F - NOW OR FORMERLY l 4 144
R/W - RIGHT OF WAY o (' U \�� J 4 1QQ r- 1AR �4 p / o I
RCP - REINFORCED CONCRETE PIPE cal �l�\�14 , J 1� ,
PROPERTY LINE Ro l`,4\D �- 4S o ° `(� �� 143 143 MITCHELL
ADJACENT PROPERTY LINE I ° `�� iL v \ �"1 I
/ ( dal �� o ,
-- RIGHT-OF-WAY AQ
- - - - - SETBACK LINE ��\��-� f
ss SANITARY SEWER LINE ` 1 0 ' 144 (DIVERSION BERM n �, S ba �, �✓ �O */�
FM FORCE MAIN LINE �`� ,7p� \��� \\ FARMS
(TYP) _ ,I- 1 �� �_ \'�I< �J p � p�' ��j o J I
BC-
SD STORM DRAINAGE � '�\o� iL DIVERSION BERM TO BL p�� D TEMPORARY SEDIMENT BASIN #1 � ��yy�.p
w \ � � o j� ��s � � SEEDED WITHIN 7 DAYS '� �� L=525', W=260', D=4' 0 /� 144 � %� w �� u I
\ o CHECK DAM-� SUBDIVISION
WATER LINE ti �� 43 � o V
qv (TYP) 144 SIDE SLOPES= 2:1 (� o AA o '`� -� W WEIR TYP � � 0
OVERHEAD UTILITY r \� ) \��\\v a°\ v o �� S o 0 a 0 ❑ \ O lJ / ( ) 20
I0� O� 1 J ���\ , Y Jy TOP OF BASIN: 134.00' o �� o p
PERMANENT EASEMENT 1 r �' 'c \��\ _�n ° ��4S / r BOTTOM OF BASIN: 120.50' P O 'o � o °J1 `I cJ
l I �t� �f \ -1� \�143 v o O�� C ' I �� N/F I
TREE LINE _ ���1� �\ ����\� 20' EMERGENCY SPILLWAY: 133.00' Q / D „�C �, / - ABJ
210 MAJOR CONTOUR \� \�\ \� �� o J 144 INVERT OF SKIMMER: 125.50' S� a �j�144 p �C f, �y J n' �� INVESTMENTS, LLC
207 MINOR CONTOUR \ ) //✓ �� -_--J 132 \ � SIDE SLOPES OF BA 7qs ARE TO �/ p \. o 3 Q(,- 1a4 0 .� ^� �� " (� c , DB 4099, PG 8081
\, �� � Q� ` O BE SEEDED WITHIN SEVEN DAYS. �� rl.-L /� 0 Q -7 ^ \ ���43 ) \6�'
PB 2021, PG 501
x 208.4�'SPOT ELEVATION \ f/ S. �\ t� �° ti( ems, >I��I p **ATTACH A 8" FAIRCLOTH SKIMMER (OR EQUAL) p ^ `�� �Q o �J ��� Q
/ (`f W W y�-�W yti130 +� \\y �� L`" ,4 WITH 6.1" ORIFICE FOR DEWATERING THE 1� -p , l /-` ) C I
BENCHMARK \ r 4 �� ��
PP p \ 0 ,4 e SEDIMENT BASIN DURING CONSTRUCTION. ✓ V -2 C i} \ 40 C
• UTILITY POLE \ W W \W W _ ) o ° b . p \�
ti- - REFERENCE SHEET C3.4 FOR ADDITIONAL GRADING
C GUY WIRE ` ��� 1 ^' \ \eC C DETAIL FOR THE BASIN / O / ti )
l 35 \\ S 7 /
$ \ \ AR� , \ O C �n e �� HARNETT COUNTY
❑T TELEPHONE PEDESTAL f� 1 �� NO CLEAR >n ��`\ W \�^� \� v f �� o o f �a4 \� P _143 p SILT FENCE
D4 WATER VALVE �\\� �,�� I `\ Wq1�\��/73 -�� \��\�_ r 7 �< ��f ) �`� �O, �1� r ���� �i 1A� OUTLET (TYP) I DB 2543, PG 992 PHASE
FIRE HYDRANT '� \ L� 1 0°• W�" W ' O \o \�� ���� l A� J \ \ �� f✓ PB 2004, PG 712
SANITARY SEWER MANHOLE �� _ �� W \ �, v �� O N �l 144 �jl Q ( .J �- 1 �\-� �/�Q3� �� "_ I GRADING AND
ASPHALT ,y \��� HOC �' ���W W W o`` // ����\�� ��\� ~ • ` ✓` / ° >h f a2-v42 p� SILT FENCE
O 7; 20\ ��\ \�`� \ d `t 1 '� 143 0 "�� L-���� � o. LI i4g OUTLET (TYP)
CONCRETE '00 �S T 4LF�Tiy 6 \ � \ 'o° W ° 1 // / �� \��,�� '\ tti. ll 144 Q
W © \ ,�\ � �� a � o I EROSION
WETLANDS T N O -�. v \ �� O \ e ��
\ W l 14
O(7,t,�FR�O� _ p �6 f � - �\1 0 2����� �L �1 ✓i� o o f ^���ti
330 MAJOR CONTOUR '°o q,Q !/F \ �� J 1 �\`J�\ �\ \`� �� 1 c ° �" ° '7 Q� 7D< <`
337 MINOR CONTOUR Y��NFOC �2s \ x '/ STOP SHELF: 126.00' 1� ~,35 .— 1 --, t� "� I CONTROL PLAN
—roc—roc— LIMITS OF CONSTRUCTION \'0p r/F / BOTTOM SHELF:_125.00' ��� � �'` �� �i� \ _ �J --� o ` � `J
_SF —SF — SILT FENCE LINE \1jo a Y i `\ \ \\ ~ \\\~ V �p \NO CLEAR� O/ 0
\s '�2 C �� I I `� 0��-� \� �� `7 (� V SILT FENCING
—dN —dN — JUTE NETTING ° �/ �� TEMPORARY �7� W°L ' �, �1 144 Q Q �-
O / SEDIMENT BASIN #1 II r28 `--�� \ /' -� `��� -� 2 0 /� /� \ `�' (TYP) I CLIENT
O INLET PROTECTION °o / �� \ � \
100 �\—JN JN aN /II I I G 8 `•.�.!�('\ ° �\ ^e O M ° N �-
��� o � j 26i�� ��\�o l � ABJ INVESTMENTS,
0 66.58 LF @ n I �� \i y D I b` � 140~ �� I
\ �N L { �. -/ �0° �� V4V �\ p lam/
3.75% 54" RCP \ (l \ l I
24
\ —66.67 LF @ — O — �� -� X 125 /�/ I \ -� \ L �135' /V LLC
-3.75% 54" RCP_-_-- - 'L _ �- f I
c� FES 256 �-� v _-/ � _�� \ ���\ �� �s�' W \D/� �4s 1
44
1` 1pp SF 00 --jn �07 —a0 , �� �> W y \ \ ( \ \ / L C J143 J
—'C -- ��� NO CLEAR �-W - \`\ I
°° ` 120.00 72 t .. .. .. .. L� =z >o_YF 130 C i, •. ..
12000
�F C
120.00 - 1 1� °s `- 125 . C\� ��F "� _� \p4 -
122.00 / ` n �� // l'-LQ>e-- OG 122 �.'W 'a -o�\ / �I�1. C�s �_ = ❑143
,� l I l 122.00 123 � l- LOC° LOC'^�/HOC LOC`d— \\ ,�,� Y�\13
12o � \ 2 .� �—•- � -� I 2031 Middle Road
, , Fayetteville, North Carolina 28312
,OO 115 - � �S 2° �°0 Y -
\ o \. V �, \ . 144 I Phone: [phone]
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C0� LOC LOC--d,-� —�� Nk Of
\ �SF�Oe—wee — L NOR cH 81 E R NE \��1\1 \oNCR I
\s jNE s '°° �� 1421 PROJECT INFORMATION
\� ;\�� I
GROUND STABILIZATION CHART LOWER LITTLE RIVER 140 ,
\\ \ I DESIGNED BY: SEAN/CHRIS
SITE AREA STABILIZATION STABILIZATION TIME 100 rF 135 '
N DESCRIPTION TIME FRAME FRAME EXCEPTIONS '� \ I • DRAWN BY: SEAN/CHRIS
loo yF `
PERIMETER DIKES, 700 \, CHECKED BY: SCOTT
a SWALES, DITHCES 7 DAYS NONE �O\ 132 I ,
AND SLOPES `b, 100 yF r�•.�- ,100 rF PROJECT NUMBER: 1894
HIGH QUALITY PHASE I NOTE: ALL TOPSOIL IS TO BE REUSED ON SITE. , �p0 --loo vF -..��'00 ���°10p yFI-�""-'Oo ^"""1-`.'00 \\\ \ 730
I
U WATER (HQW) 7 DAYS NONE
ZONES $ �'�o >z DRAWING SCALE
IF SLOPES ARE 10' OR ,00
°� I Know what's below.
o SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE \ \ I Call be�ore you dig. HORIZONTAL: 1"=150'
THAN 3:1 NOT STEEPER THAN 2:1, \ �00
14 DAYS ARE ALLOWED
7-DAYS FOR SLOPES
o SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET 'O0 DATE RELEASED
FLATTERIN LENGTH
GRAPHIC SCALE
U
N ALL OTHER AREAS NONE .$ MARCH 20, 2023
WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR iso 0 75 iso 300 soo
THAN 4:1 PERIMETERS AND
HQW ZONES)
loo ( IN FEET )
SHEET NUMBER
1 inch = 150 ft.
in
4
C -3mOl
ooa
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