HomeMy WebLinkAboutD-349708r`
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N
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PIPE INLET
IE =121.1 est
ALAI t I:UVtzKINU U V VLK
HALF OF INLET
1611 CMP
36" CMP INLET IN BASIN
NTS
LOG DROPS
- 91
V -5"
BOX CULVERT OVERFLOW CROSS - SECTION
(As Measured) NTS
' O
I
` V \ APP, . EL 113 _y
ACCESS BASIN DOWN\
THIS SIDE ONLY \\ W /
\ %
24 "CMP BYPASS PIPE
LOCATION NOT VERIFIED \ I
120 -
��
HYDROSEED AND STRAW MULCH
DISTURBED SLOPE AND ACCESS ROAD
AFTER BASIN CLEANING
N
24 "CMP BY ASS PIPE
LOCATION OT VERIFIED
OR TO
HAND [
i DO NO-
r
USE SI
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i SEDIME
i I i SEDIME
I I
1 1
I I
N
= 1 1
I I
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r 1
r 1
0
(I�
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<
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r x
I X
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it y
12'x3' CONS. BOX CULVEROVERFLOW SPILLWAY
IE = 117.86
'I I / 1
�: r
I 36" CMP INLET
IF = 115.81
i i
HYDROSEED AREA (approx) - REVIEW EXTENT WITH CITY BEFORE APPLYING
i
CROSS - SECTION A -A SEDIMENT BASIN (Typical)
NTS
CROSS - SECTION B -B
TEMPORARY DIVERSION DAM
UPSTREAM OF SEDIMENT BASIN
OHW
DEPTH APPROX
2TO4INCHES SANDBAGS
TO SEAL EDGES
AND ANCHOR PLASTIC
FLOW
CHANNEL PLASTIC SHEETING
BOTTOM TO SEAL DAM
-2'
f
/ 1 �2' T❑ 3'
CONCRETE BLOCKS, MEDIA BAGS,
OR OTHER MATERIAL TO FORM
EXISTING INLET BYPASS DAM
AND BYPASS PIPE
(IN FOREGROUND)
SECTION - TEMPORARY BYPASS DAM (Typical)
NTS
D- 349108
vENnrsi xnw lsae CITY OF
MORIZO NN 19IONIC 1 1
RECOMMENDED ,c�A I P o¢I�NEm AS NOTED �p �=-
FOR APPROVAL `S3 LENN DC 7�LATTOT�T
By Daniel Carey 6/10/13 g /P:1V RENT ON
DC I __ ONE INC�N
w13 CNECKEODC / R5 >*I N1�5 DATUM Planning /Building /Public Works Dept.
BY �P IF .ccoaolxeHr
N0. REVISION BY DATE APPR RS
2013 Cleaning
MADSEN CREEK SEDIMENT BASIN
CLEANING PROJECT
DETAILS
GQ; J] - 34 -`? ?o
NNI0NE1
PILE:
6/10/13
2
I
EAST ACCESS ROAD
WEST SIDE
APEX EL 122
126 —
—126
124—
ACCUMULATED SEDIMENT
—124
DEPTH VARIES
122 —
/
�iv
—122
120 —
2H Typ.
—120
118—
—118
116 —
�f
—116
114—
24" CMP J
—114
112—
BYPASS PIPE
Loc uNK
RIP —RAP LAYER
—112
�1 —FOOT THICK
110—
3'
— 1 1 0
BASIN BOTTOM
APPX EL 113
CROSS - SECTION A -A SEDIMENT BASIN (Typical)
NTS
CROSS - SECTION B -B
TEMPORARY DIVERSION DAM
UPSTREAM OF SEDIMENT BASIN
OHW
DEPTH APPROX
2TO4INCHES SANDBAGS
TO SEAL EDGES
AND ANCHOR PLASTIC
FLOW
CHANNEL PLASTIC SHEETING
BOTTOM TO SEAL DAM
-2'
f
/ 1 �2' T❑ 3'
CONCRETE BLOCKS, MEDIA BAGS,
OR OTHER MATERIAL TO FORM
EXISTING INLET BYPASS DAM
AND BYPASS PIPE
(IN FOREGROUND)
SECTION - TEMPORARY BYPASS DAM (Typical)
NTS
D- 349108
vENnrsi xnw lsae CITY OF
MORIZO NN 19IONIC 1 1
RECOMMENDED ,c�A I P o¢I�NEm AS NOTED �p �=-
FOR APPROVAL `S3 LENN DC 7�LATTOT�T
By Daniel Carey 6/10/13 g /P:1V RENT ON
DC I __ ONE INC�N
w13 CNECKEODC / R5 >*I N1�5 DATUM Planning /Building /Public Works Dept.
BY �P IF .ccoaolxeHr
N0. REVISION BY DATE APPR RS
2013 Cleaning
MADSEN CREEK SEDIMENT BASIN
CLEANING PROJECT
DETAILS
GQ; J] - 34 -`? ?o
NNI0NE1
PILE:
6/10/13
2
I