SW6230605_Plansheet - Other_20230705 (20)

C
C/) 4Dsite
' U u ������� • � � i :j U
r r solutions
M<
I I o Z o / / I Q / `� l ( 1 < I civil engineering I land surveying
1 4 ' O / 0 0 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
00 w 2 D o / / I 0 3 -f O 9 Y
1� N O =g ( + x 143.90 O + Q ~U N 1 1 office 910-426-6777 fax [phone] license number I C-2354
\ , PAD 1 N x N / / O � z I
¢O g / i / I O N I I I ( ( Z I I ) / , wwwADsitesolutions.com
oo � .N / / / > I oo OW/}' ( l \_ 1 1 ¢wo
�(D O / /� I 0 Ln w v a L'i ( + \
���� �~ Z / � v PAD 14 I
1 zp ¢0� PA�144 / om(Drn - / / O r '- o ¢� sa
Ln SO, R/!N Q41) � �00�zzz�o' �, 20� v
R / / I G°k W o r 1 N ���\11I I I11////
1 1 I I & U , pU F cp
�� � I / \ , _ J I� 1 I 1 I o ' (' I I `� ,�V\ CARP //�i
C) I I TlvTy e<lC S c�`- � ( // / 00 0 �' U \ ( ( ���••• ESS/••'C
q CCESTREFT. / < l l \ o
W ooll II I I 1� S� �po'co / u�a l / I -A I :Q �S
N O BCD O J J / / // ) 144.80 _ O
_ + N I � + c�oo c� o // CZG�ak I I I?G OS
ow
Ul W8 ¢ I Q .S \ w / PAD 143. it /l N �+ ' PAD 144 (9 \ ( / I��' ...........
� `����
II I O 00�~ _J Eo X `0 0p �/ I [ \ I / /
1 cn + o +co " \
25 0 5-F ;1.44 W O v = z / �` -A i
03-20-23
+ s � " 43.40 +0o
N I I I cn ' oo
v I ` O J�J V / / ) 144.80 ��Zj 0+00 I U U 1+00 2+00 / / /J�
Q ROAD H I � _ 5 / Q Q , / x- 3x // , CA o REVISIONS
STREET & UTILITY ACCESS I = o ✓ ,�� ° OQ \� \
U� / I
G J U �
LLJZ �II' I a o o / J / i / O� U O
_ I / ���
� I I Cl) PAD 143. � � � � r� I � r cv s t'1
146 I
� ; �� I 1
(,+c,,J �.�` / Q� / tJ �' O- 2 7 cn I 1 I I I �/•�� ^' vNi v'Ji c
I� / / o J \ J ROAD F o`n�cL ZG°�� k7 Z�Z
�N� r 50' R/W - PUBLIC —rn W rp_
��2Q I < J I STREET & UTILITY ACCESS t'' r'X� 00� �`� I 1 I I (I
O M -,rn / tu�Q�O / __ Ca I I II
�N , 60- J A B I`
1 j I I N
_ > (� I
PAD 1�4.--- l l\ l I / l i v /" ^ O c0 Ci I D A n l n a l r\\ I I I I I I I
/v
cGRiQ
NgDe..
3 %!
g0
ROAD H �">> ? STORM 1 STORM 2
b Sy9N5
dS
'sNa � .
NC GRID NAD 83(201)
501 R/W PUBLIC STREET ---
ROADWAY PROFILE 24+00 TO 25+00 3?�' STORM DRAIN —0+50 TO 4+50 STORM DRAIN —0+50 TO 4+00 bs
PROJECT NAME
170 170 160 160 160 160 MITCHELL
165 165 155 155 155 155
FARMS
_ �M ^N SUBDIVISION
—ML3
: J -J,
N Olt N— m m
m m "N U
160 160 150 m ` `O ` `�
v v 150 150 U,N U,0 150
U v`i O M O coo co ��
M Lr) CO N-� - cli
0 �Z�- �Z
�r N _O M _O
000m JNNM N ~ � �
0)
(Ocli m lC) F-— »— »
MLr) �4ZZOp_:2- U�ZZ I
Lq
155 00 Lo 155 145 �> > �? ?? F z Z _ 145 145 _ 145
�+ —
N - -- ROAD H
II II
N
V) w N PROFILE
fn W NN �p
150 0 150 140 N 140 140 v� 140
STORM CROSSING GAS -� \\ 0 r, STATION
2+47.88 " _ " 24+00 25+00
137.336 r �� M _
N�H �Z O
M N
N-z� m�zz & STORM PROFILES
m0zz
145 _ 145 135 ~—— 135 135 N 135
o m
CLIENT
8" SOR 21 PVC \� � �N
VON MOM,
g" 900 PVC w \
23.39 LF (� 1 g19 "> ABJ INVESTMENTS,
z 210.00 LF ® 0.51% 48" RCP \ _ " 130 130 130 140 > J 140 130 LLC
w w m 26.50 LF C� 0.75% 42" RCP \
N QI 26.52 LF @ 1.13% 42" RCP
—v > -� 2.03' co ai
z > N 0 19.57 LF @ 0.55% 48" RCP �28 N�
d —dzQ ��-aoN R8<F 0z
Q —tC.I2cD CDo-N +
r°° ~00 '1'(" XCb N W N 135 125 s�89 125 125 56.97 LF C� 6.17% 42" RCP 125
—F c�0 8" SDR 35 PVC SEWER
0 o- +
135 a+ X0—w0N '
_ N CA 8" SDR 35 PVC SEWER 2031 Middle Road
L�N co
Fayetteville, North Carolina 28312
Phone: [phone]
130 130 120 120 120 120
PROJECT INFORMATION
a SEWER LATERAL CROSSING WATER O SEWER LATERAL CROSSING WATER O SEWER LATERAL CROSSING WATER DESIGNED BY: SEAN/CHRIS
125 125 115 115 115 115
SEWER LATERAL CROSSING STORM 0 SEWER LATERAL CROSSING STORM SEWER LATERAL CROSSING STORM
DRAWN BY: SEAN/CHRIS
EXISTING GRADE — — — — — — — EXISTING GRADE — — — — — — — EXISTING GRADE
M
FINISHED GRADE FINISHED GRADE FINISHED GRADE CHECKED BY: SCOTT
o PROJECT NUMBER: 1894
a
120 120 110 110 110 110
U
co (o LO n o co o � N M (D N a) N DRAWING SCALE
Z . � O O Cn NCC)N co " " 7 rM M " m 00 a. - . � r c0
C7 tp r7 r7 Cn M M r7 Or) O lC) M (O rn N 00 00 n i
w
n �, HORIZONTAL: 1 =50
0
VERTICAL: 1"=5'
s 24+00 25+00 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 DATE RELEASED
M
J
GRAPHIC SCALE
so 0 25 so loo zoo MARCH 20, 2023
N
0
( IN FEET ) SHEET NUMBER
1 inch = 50 ft.
in
4
C - 5013
m