20160212 Ver 4_U5828_rdy_2D-1_20180703

DocuSign Envelope ID: 3F4CCC3F-02BF-45FC-AF5A-1 B23582DA02C
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D ETAI L 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
t Fill
o p
Gaou d F4f}e r ���'c'�ei Slo e
d D
Type of Liner= PSRM
Min. D = 1.0 Ft.
Max. d = 1.0 Ft.
FROM STA. 107 + 50 TO STA. 108 + 00 -L- (LT)
DETAIL 6
TOE PROTECTION
( Not to Scale)
NATU RAL
GROUND
�
d = 1.0 Ft.
b = 2.0 Ft.
Type of Liner= PSRM
Cl
FILL
SLOPE
FROM STA. 64 + 50 TO STA. 66 + 75 -L- (LT)
FROM STA. 105 + 30 TO STA. 106 + 50 -L- (LT)
Pipe or Ditch
Outlet
A
�
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
INFLOW
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
..,,.,...— ,.., Ft.
FROM STA. 56 + 00 TO STA. 56 + 50 -L- (RT)
FROM STA. 56 + 50 TO STA. 59 + 00 -L- (RT)
FROM STA. 62 + 50 TO STA. 65 + 85 -L- (RT)
FROM STA. 65 + 85 TO STA. 67 + 00 -L- (RT)
FROM STA. 77 + 50 TO STA. 78 + 70 -L- (RT)
FROM STA. 78 + 70 TO STA. 81 + 00 -L- (RT)
FROM STA. 101 + 00 TO STA. 105 + 00 -L- (RT)
FROM STA. 101 +85 TO STA. 102 +25 -L- (LT)
FROM STA. 103 + 00 TO STA. 105 + 00 -L- (LT)
FROM STA. 106 + 50 TO STA. 107 + 50 -L- (LT)
FROM STA. 108 + 00 TO STA. 109 + 00 -L- (LT)
FROM STA. 120 + 00 TO STA. 121 + 87 -L- (LT)
FROM STA. 131 + 50 TO STA. 134 + 00 -L- (LT)
FROM STA. 23 + 00 TO STA. 24 + 00 -Y7- (RT)
FROM STA. 22 + 00 -Y7- (LT) TO STA. 116 + 00 -L- (LTj
FROM STA. 19 + 00 -Y8- (RT) TO STA. 129 + 60 -L- (LT)
DETAIL 8
PREFORMED SCOUR HOLE
*NOT TO SCALE
n� ♦►� �nr�u
SECTION A-A
PIPE (d = , 15" OR 18")
LINER: CLASS B RIPRAP
(1' DEPTH)
WITH GEOTEXTILE
—D
PSRM
�
_ B� �
MIN. 1' TUCK
STA. 70 + 00 -L- (LT)
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
A
B = 4.0 ft
D= 1.5 ft
W = 4.0 ft
�
DETAIL 3
BERM 'V' DITCH
( Not to Scale)
� �
Natural
Ground �'• 1
� D 3' o RDWY
% j
O�„
Min. D= 1.0 Ft. �
b = 5.0 Ft. �
FROM STA. 59 + 00 TO STA. 60 + 00 -L- (Rl�
FROM STA. 70 + 50 TO STA. 74 + 50 -L- (RT)
FROM STA. 89 + 50 TO STA. 90 + 50 -L- (LT)
FROM STA. 90 + 50 TO STA. 95 + 00 -L- (LT)
FROM STA. 109 + 00 TO STA. 111 + 00 -L- (LT)
FROM STA. 111 + 00 TO STA. 112 + 12 -L- (LT)
FROM STA. 112 + 12 TO STA. 112 + 50 -L- (LT)
FROM STA. 118 + 00 TO STA. 120 + 00 -L- (LT)
FROM STA. 125 + 00 TO STA. 129 + 00 -L- (LT)
DETAIL 7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground �•� �,•.� Ground
d �
Geotextile � B Min. D= 2.0 Ft.
*When 6 is < 6.0'
Slope = 0.5%
Type of Liner= Class I
Max. d = 1.0 Ft.
B = 3.5 Ft.
FROM STA. 105 + 35 TO STA. 105 + 42 -L- (RT)
D ETAI L 9
PIPE INLET CHANNEL
( Not to Scale)
Proposed Pipe
Natural
Ground `��
Geotextile —
Jurisdictional
Stream
Type of Liner= Class I Ri
Natural
Ground
— Class I Rip Rap
Class 'B' Rip Rap
Class B Ri
STA. 105 + 10 -L- (LT)
DETAIL 10
PIPE OUTLET CHANNEL
( Not to Scale)
Proposed Pipe
Natural
Ground <
Geotextile —
Jurisdictional
Stream
Type of Liner= Class I Ri
Natural
Ground
— Class I Rip Rap
Class 'B' Rip Rap
Class B Ri
STA. 69 + 30 -L- (LT)
STA. 78 + 2 8 -L- (LT)
STA. 105 + 00 TO 105 + 50 -L- (RT)
STA. 115 + 07 -L- (RT)
DETAIL 11
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?•
Type of Liner= PSRM
.� � Fill
��a�'ce� Slope
Min. D = 2.0 Ft.
Max. d = 1.5 Ft.
B = 2.5 Ft.
FROM STA. 26 + 50 TO STA. 29 + 00 -Y8- (RT)
Natural
Ground
Geotextile �
Min. D = 1.0 Ft.
b = 5.0 Ft.
DETAIL 4
BERM 'V' DITCH
( Not to Scale)
� �
� D 3�
��
:f7��.��'1
FROM STA. 129 + 00 TO STA. 129 + 50 -L- (LT)
DETAIL 12
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 0'� Fill
Ground 3•� p ��'�a,��e< Slope
F
� Min. D = 1.0 Ft.
B = 2.0 Ft.
FROM STA. 136 + 50 TO STA. 138 + 07 -L- (LT)
DETAIL 13
SPECIAL LATERAL 'V' DITCH
( Not to Scale�
I�
d
Geotextile
Type of Liner= Class 'B' Rip—Rap
Fill
Slope
Min. D = 2.0 Ft.
Max. d = 1.5 Ft.
FROM STA. 129 + 50 TO STA. 129 + 60 -L- (LT)
DETAIL 5
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
_� NATURAL
GROUND
\'% „.'� � —
FROM STA. 87 + 95 TO STA. 90 + 50 -L- (RT)