HomeMy WebLinkAbout20170151_B4960_RDY_65% (CFI)_Plans 9_20161019N
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DETAIL 1
LATERAL 'V' DITCH
( Not to Scale)
b
Natural ,� �- Fill
Ground `?'j p `3�' 1"/Ft. Slope
d
Min. D=1 Ft.
Max. d =1 Ft.
b = 5 Ft.
Type of Liner= PSRM
FROM -L- STA.12 + 50LT TO STA.15 + 20LT
FROM -L- STA.15 + 20LT TO STA.17 + OOLT
FROM -L- STA.23 + OORT TO STA.25 + OORT
FROM -L- STA.22 + 50LT TO STA.24 + 85LT
FROM -L- STA. 31 + 85LT TO STA.33 + 50LT
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LATERAL V DITCH �
SEE DETAIL 1
INVERT UNATAINABLE
RETAI N I I
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� i CUT DITCH PER TYP. SECT.
i BETWEEN -L- 27+OOLT AND 28+50LT
REPAIR UNDER SEPARATE I i
MAINTENANCE EFFORT
�Nv 624055' RETAIN I
30° EXPRESSWAY GUTTER , I
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INV=617e86' � �
PROJECT REFERENCE NO. SHEET NO.
B -4960 05
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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ID� N�'I° US1E ]F�Fb % W ACQUIISII°B�N
rrepared in the
Office of: ��0� NC FIRM LICENSE No: F-0342
701 Corporate Center Drive. Suite 475
Raleigh, NC 27607
(919) 854-6200 - (919) 854-6259(FAX)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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LATERAL V DITCH � \ � o� • � '
EXTEND I�JLVER � \ 30 00 &
•
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� �� WW & �SC�W SEE DETAIL 5 � � REMOVE HW 4' WW & �SBW �
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II I _____________� ____ EXISTING R/W �
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� o � FUTURE 12' LANE BY OTHERS �, �-,�,
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FUTURE 12' LANE BY OTHERS °
--- - -------------------------- - �
GRADE TO DRAIN GRADE TO DRAIN R O
_ _ �__ __ _ �
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� � C PDE � �� °, �.. � � � �� � � \ \ �' H � �' �
° E E E E E E + 65.00 \ �� � \ ��DE \�\ �- x,, ,, 0508 + 90. 0 0 o N �- - - - F � 0504 _ _ _ ��
Q ERAL V DITCH 48.50 � , �\\ '\�'�� � \� +54.00 woo�s o v 30.00 �& o ���o _ __�-_ - - - -- Q
I� -I-82.0� EE DETAIL 1 +7fi.�� \� \` F\\� \\�'��__ -_p�`' �,� , 3�.�� & m m ��0. \ 0 �aRD ;� pEP��� R RP'P _ - - ______ __-_ - - _ ' - � I�
`, �, � - _ _ _� - - _ _ �- _ __ _,,80.00 + 70.00 05 0 0 0 - �c � ss e ��,-��� _ _ _ _ _ _ = - _ - -
(/� 30.00 & 49.49 �� �� - _ -� __ 30.00 & �- - - E _____---- - _ _ _ �
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D ETAI L 8
RIP-RAPPED ENERGY DISSIPATOR BASIN
C LASS I RI PRAP
DIM. RIP RAP BASIN #
(ft) 0510
A 2.5'
B 1.7'
C 2.5'
D 1.7'
E 8.5'
F 23.5'
G 18.0'
ALL DIMENSIONS APPROXIMATE
BASIN # LOCATION (AT OUTLET)
0510 -L- 27+70RT
STABILIZE EROSION CHANNEL �\ ��_ _ ' -- _ _ - - - - , ,�w��, �`OO.00 F F O S �' � - - -
EST. 43 TONS CLASS A RIP RAP + � 7.00 � - _' - - - _ , �� - � + 79.��
EST. 127 SY GEOTEXTILE ��� � � EST. 29 TONS � � - - =, _ _ ` Li�,�-� � � � �
73.89 �s� CLASS I RIP RAP - _ ���_ ��, `�� ,c�,� DE ,.�-' � � EST �§g� P E` , � fi2.00 I
\� EST. 50 SY 05 . 00 �� � \- - � � _ _ � . � ��� A T I O �o -
� , , -�,_ ��_ ; . + 64. 00 , �l
` �EOTEXTI LE 80.00 + 74 00 �� ' � - - " ` � � � � , G � � 100.00 2 STAN DARD BASE I
RIP RAP NOT SHOWN �� �� I
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� a �
I� � �f2:,+ �� I
_ CULVERT� 2�1 I I APRON I �
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� N �` I
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RIP RAP NOT SHOWN ���I �
CULVERT
P LAN
/_ C
VLV I L/�1 ILL
� SECTION
FROM -L- STA.27 + 63RT TO STA.27 + 77RT
EST. 56 TONS CLASS I RIPRAP
EST. DDE 70 CY
EST. 60 SY GEOTEXTILE
4TU RAL
tOUND
1:
� � �_� ,� •
, �� � 107.10 � _ - � ' ,;r'� '�^ ' � ' i
� �� EST. 4 TONS \ - Y � _ - T ° -� ` 9 ,.
� � ` 9
��� ` � CLASS I RIP RAP � \ � __ _-' N E
�� ��� EST. 10 SY � � c�. N
�`� `�� GEOTEXTILE ��� �
� �\�;� EST. 4 TONS CLASS I RIP RAP
\�, ` WOODS EST.12 SY GEOTEXTILE
O
ROCK CREEK INVESTMENTS LLC
DB 6880 PG 148
DETAIL 7
STANDARD BASE DITCH
( Not to Scale�
Natural Natural
Ground �? •� n�•.� Ground
d �
Geotextile � B Min. D= 2 Ft.
Max. d = 2 Ft.
*When B is < 6.0' B= 2 Ft.
Type of Liner= Class I Rip-Rap
FROM -L- STA.29 + 45RT TO STA.30 + 50RT
EST. 105 TONS CLASS I RIPRAP
EST. DDE 140 CY
EST.177 SY GEOTEXTILE
144.50
Natural
Ground
30.00 &
129.00
DETAIL 5
LATERAL 'V' DITCH
( Not to Scale)
� �
/
�'I 3'� 1'iFt.
D
Min. D=1 Ft.
b = 5 Ft.
FROM -L- STA.25 + 50LT TO STA.27 + OOLT
Fill
Slope
DITCH SEE DETAIL 7
, . ,.. � . ., .,
RIPRAP DISSIPATOR BASIN 2' LATERAL BASE DITCH
SEE DETAIL 8 SEE DETAIL 9
129.00 &
137.25
�„� STABILIZE EROSION CHANNEL
� EST. 18 TONS CLASS A RIP RAP
ZINK IMAGING INCe EST.54 SY GEOTEXTILE
DB 6751 PG 1105
PB 95 PG 81
Natui
Groui
d=11
b=5 �-T. vcv�cnii�c
Type of Liner= Class B Rip-Rap
DETAIL 6
TOE PROTECTION
( Not to Scale)
F ROM -L- STA. 2 7+ 72 RT TO STA.2 8+ 61 RT
Natural
Ground
DETAIL 9
LATERAL BASE DITCH
( Not to Scale)
�
'I p 3•� �t
�g Min. D =1 Ft.
Max. d =1 Ft.
B = 2 Ft.
b = 5 Ft.
Type of Liner= PSRM
FROM -L- STA.30 + 50RT TO STA.33 + OORT
Fill
Slope