20170461 Ver 1_Permit Drawings_showing added bank stabilization_20211021

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PROJECT REFERENCE NO.
SHEET NO.
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DENOTES TEMPORARY
l7BPJ2.R.49
4
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IMPACTS IN SURFACE WATER /
R/W SHEET NO.
NAD 83 NA 2011
ROADWAY DESIGN
HYDRAULICS
SURFACE WATER TS IN
ENGINEER
ENGINEER
O O
CARL THOMPSON 1 CLASS II RIP RAP NANCY M. VANSTORY
LIVING TRUST (STRUCTURE PAY ITEM)
CULTIVATED CULTIVATED
FIELD CLASS II RIP RAP FIELD
SEE DETAIL El
CLASS II RIP RAP
PAY ITEM) -'
DOCUMENT NOT CONSIDERED
UNLESS ALL SIGNATURES
FINAL
COMPLETED
(STRUCTURE
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4"R �GENE VANSTORY
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Phone:598 st Chatham 19.297
M A Engineering
Consultants,
022peet
Suite 137
Inc.
Cary,
Fax:
NC
License:
F-0160
NC 27511
919.297.0221
BM#I W 800DS 1S W
S 19°03'0711 W ✓s 1S
211.01' FROM --_ _ -----
GPS 212-1 EXISTING R/W F ,.•1'•'�tia:
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EXISTING
ELEV=822.79 0.64
° ° °° °
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R/W
PERMIT
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20' PAVED ROADWAY --I
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TO SR 1953
RAIDER ROAD
SHEET
2 OF
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SR 1892 JENNINGS ROAD
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=
(SI
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CULTIVATED
FIELD
EXCAVATION
(SEE STRUCTURE
PLANS)
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��v P RAP AT
MBANKMENT
SEE DETAIL ER1
QP /
RIB
(S
T
RAPD AT
1
2)
_
=VBA\KV=\T
CULTIVATED
FIELD
_
DECK DRAINS REQUIRED
5 @ 8"x6" OPENINGS IN BRIDGE
-L- 13+81 LT & RT
-L- 13+95 & RT
-L- 14+08 LT & RT
-L- 14 + 68 LT & RT
—L— 14+85 LT & RT
O
4
DETAIL DI
DETAIL El
DETAIL ER1
TERRY C.
LYNN C. MILLER
&
ROBERT W.
CHERYL P. ROBERTSON
&
LATERAL 'V' DITCH
(Not to Scale)
b
RIP RAP AT CHANNEL EMBANKMENT
(Not to Scale)
RIP RAP AT EMBANKMENT
(Not to Scale)
10'min.
Natural
I �- —
Fill
,� 2' TYP. ,.
''�;.��
Ditch ---..1.0'min� •' �:•'2.0
Ground 2•� .yX 1"/Ft. Slope
'`sl. ��;.,•%"
Grade 1� �
J
'�.4
Geotextile
Min. D= 1 Ft.
b= 2 Ft.
*1.5:1 max. or as directed by Engineer
Type of Liner=
110 TONS CL II Rip -Rap; 120 SY Geotextile (SOUTH BANK)
GEOTEXTILE
Type Liner=CL II Rip TONS II Rip
35 TONS CL II Rip -Rap; 39 SY Geotextile (NORTH BANK)
of -Rap SAY 8 CL -Rap
FROM -L- STA. 14+53 TO STA. 16+25 RT
SAY 9 SY Geotextile
FROM -L- STA. 14+10 TO STA. 14+37 (SOUTH BANK)
FROM -L- STA.14+47 TO STA. 14+56 (NORTH BANK) FROM -L- STA. 14+49 TO STA. 14+56 RT
BM
RAILROAD
S 21°
#1
SPIKE SET IN 18" PINE
01' 43.1" W 156.02' FROM -L- STA. 10+00.00
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BRIDGE HYDRAULIC DATA
EL.822.79'
:'
DESIGN DISCHARGE = 3300 CFS
II:
DESIGN FREQUENCY = 25 YRS
;:.
DESIGN HW ELEVATION = 8/2A FT
BASE DISCHARGE = 4600 CFS
BASE FREQUENCY = 100 YRS
BASE HW ELEVATION = 8/3.2/ FT
OVERTOPPING DISCHARGE = 11500 CFS
B
GIN
GRADE
END
GRADE
'
OVERTOPPING FREQUENCY= 500+ YRS
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STA:
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OVERTOPPING ELEVATION = 8/8.7 FT
,
=
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EL.
:;:
8/8.88'
;:;:
EL
VC
PI = 13+25.00
=
=
8/9.04'
l00'
El.
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BI&.25'
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DATE OF SURVEY = MAY 20/4
K
V
= 189
= 60
mph
------------------
W.S.ELEVATION
AT DATE OF SURVEY = 800.8 FT
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