20220267 Ver 1_Wetland Crossing @ Dry Ck for Adam_20220214

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6„ PLUG 4 BUR
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&TAPPED F0,
WETLANDS CROSSING PROFILE
—0+
00 0+50
1+00
1+50
2+00
2+50
3+00
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4+00
4+50
5+00
5+50
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SSMH
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#1 PUMP
WET
WELL
SSMH 2E
STA:1 +69.06
RIM:232.73
INV
IN.211.5
-RIM:228.00
INV IN:212.30
SSMH 3E
/-
INV OUT:212.20
STA:6+69.06
RIM:228.51
INV IN:214.40
-<\
INV OUT:214.30
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DIRECTIONAL
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SSMH
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RIM:233.10
INV IN:215.17
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INV IN:215.17
OUT:215.07
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REVISIONS
.•�
CONSULTING, CIVIL ENGINEER
11 =
Horiz. Scale: I40
Sheet No.:
,.� q�'►•CARp �.,
o41
�
BY DATE DESCRIPTION SYM.
oFC-SS_6,1;` -z
DRY
CREEK
RANCH
SUBDIVISION
"
��0
HIRA
M
Vert. Scale: I 4
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= SEAL =
-
% \
WETLAND
CROSSING
Dry Creek
Road
iitbitais, Lam,
_ `;
_
\
Date: I O 6 202
1
3
,
7707
'
_
\ ARZIANO, PE
FOR REVIEIP ONLY
Co. North
Carolina,,
��9 �ti�l��
•
&PROFILE
NOT ISSUED FOR CONSTRUCTIONHarnett
'
���
,•.•........ ..„ ,,PLAN
�'''',,
Drawn: TS
4 Mp•�
PO Box 278, Asheboro, NC 27204 - [phone]
[e-mail]
Job No.: DCR EAST
Of: 16 Version• I