20171436 Ver 1_SW Diffuse Flow Plan_20171108

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(BRIDGE)
� ALLOWABLE IMPACTS ZONE 1
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� ALLOWABLE IMPACTS ZONE 2
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8 � BM1 ELEVAT[ON = 62.86
N 720709 E 2404664
L STATION 16•38.60 204.45' RIGHT
BENCHTIE NAIL SET IN 14" OAK
........................................
82
BRIDGE 320113
ROW PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
AI�NE I TE Jo WOOTEN
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PROIECT REFERENCE NO. SHEEf NO.
176P.4.R.81 4
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I'RELIMI ARY PLANS
DO NOT USE OR CONSTRUCTION
1223 Jones Franklin Rd.
� iE W Ralei h, N.C. 27606
�� ETHERILL �ice ne No. F-0377
ENGINEERING
Bus: 919 851 8077
Fax: [phone]
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— TO NC 258 a-��-
SR 1102 IOTTER CREEK CHURCH RDJ 20.5' PAVED ROADWAY � _
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`� Pl = 13+65.69 Pl = 15+26.00 STA. 15+26 -L-
76 �� EL = 7026' EL = 70.80' CL ELEV = 70.68'
�N VC = 9l' VC = 105' SKEW = 90
�*"�' ��50' ��55' 2�' CS
Zr�� K= l87 K=//6 2�(• CAPS
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� � ROADWAY GRADE
%� .--��'-----_ mc�nu ft10.3379%
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NG LEF T -� _- -_ _ � — — —
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64 NG RIGHT � BRDOEE EXISTING i,� �
EXCAVATE TO "� �\ -- I - f �
58 ELEV. = 65.0'
CL II RIP RAP l � I i
KEY-IN 3.5' �\ i
PROP.IOOYR. � � I� �
52 W.S. = 66.8' � �
THEORETICAL � �
100 YR SCOUR �� i
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SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS
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— LOWEST Pl = 16+9397 W ��
C�ORD EL = 6985' ��
VC = 72' ��r�
— EXISTING K = /95 C�\�
ROADWAY �p
GRADE
W�W 70
�- 4%
-- f-105 84% f- 2000% --------------
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_ _ NG. � - ----
4
— CL II RIP RAP NG RIGHT — — — — � — — — -
KEY-IN 3.5' OT OCCURS @ CL
—EXCAVATE TO � SAG -L-STA.22+81.50
ELEV. = 65.0' - �J8
—NWS
ELEV. = 61.9'
— W.S. ON I/25/17 52
ELEV. = 61.4'
— PROP. 25YR.
W.S. = 65.2'
46
16
17
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