HomeMy WebLinkAboutD-205730I\
L0
O
N
N
CIL
�J
CB TYPE I - SOLID
XE 9
E) / W) REMOVE SEDIMENT TO BASE GRADES
AT TOP OF I MPORT BACKFILL AND UP SIDESLOPESUSE SMOOTH BUCKET, NO TEETH. % HAND DIG AS NEEDED TO IDENTIFY IMPORT BACKFI/ AND PVC LINER LOCATION. / CONTRACTOR RESPONSIBLE FOR REPAIRING / ANY DAMAGE TO LINER. /
`
LID RIM EL. 115.07
I.E. 110.0 (18" NE)
I.E. 110.0 (18" S)
FISHWAY INLET
WEIR EL= 111.11
18 "N IE= 108.72
8 "E IE= 108.40
42 "S IE= 108.16
EL 1 1.1
PVC LIN F
APPROX.
FjS\
CApaFRY
i
/ s2 el
1 °8.
®U13 E
RAMP V
0' 20'
I I
SCALE" 1" = 20'
''t {
GRAVEL PARKING
O
FISH LADDER - FISHWAY INLET
REMOVE ALL SEDIMENT FROM FISHWAY INLET
AND 42" PIPE.
R2 = REMOVE APPX 2 FT OF SEDIMENT.
R1 = REMOVE APPX 1 FT OF SEDIMENT
o / ROCK WEIRS
/
a °2
RAMP g °� 1090 ®SS
5 U 4PSo
P61 1pg, / 06 E
9e U2 t 38 1oe's0
51 I ® v C 10868/ Sg FC 1�/l/ 0 eC 10
7 2a &'65
858 A4
1= S
a Me
1 Q ®e F / s"aO
� J � to
o r` (lit
m3 / fl X08.10
s1r eCllpBp
Ul4 s
4
o y /
S !
Y
e� rpe.oa l o
1p8o� l
78" CUTOU wC% ,yp/C W,
9C pF pgCye T,eC\,Z,s
�aR� poNO ''A<�e 8 'we \7asg5�2 /e
P,T P,3 9%
OUTLET
STRUCTURE
SAN. SEWER MH
RIM.EL. 105.42 CTR.
CHANNEL EL. 97.4
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/30/1
BY .
CAUTION
PVC LINER SHALLOW
IN UPPER AREA
HAND DIG TO LOCATE
PVC LINER
APPROX.
NORTH
o so
Scale: 1 I 20 Feet
SEDIMENT BASIN CLEANING AS -BUILT 91112011
36 "0 ADS CULVERT-�
Locations by Taping
From
MAPLEWOOD CREEK
of Fishway
Inlet
and NW
Corner of
Overflow Spillway.
Elevation by Level.
By D.
Carey
1311433.47
Feet
from
BYPASS PIPE INLET
Point
EL(ft)
Fish Weir
Spillway
STRUCTURE
® U1
108.56
34'
45'
18" IE= 116.46
U2
108.62
63'
53'
C8 TYPE I - SOLID
U3
108.38
87'
67'
LID RIM EL. 122.5 LE.
U4
108.73
INSTALL TEMPORARY BYPASS DAM
77'
115.8 (18" E) I.E.
U5
109.04
° FOR CREEK DIVERSION
79'
115.8 (18" SW)
U6
108.50
114'
79'
18" BYPASS PIPE
U7
108.03
PROVIDE SECOND DAM, SUMP, AND PUMP TO
53'
East, 2/3 up
U8
108.08
COLLECT SECONDARY FLOW
REMOVE SEDIMENT FROM BETWEEN ALL ROCK WEIRS.
__
U9
108.02
-
USE SMOOTH BUCKET, NO TEETH.
SE corner, 20' from
176068.21
1311446.31
399
APPROX 1/2 to 2/3 OF ROCK HEIGHT SHOULD BE
NE corner of spillway
U10
108.55
93'
EXPOSED. SEE PHOTOS OF PREVIOUS CLEANING.
center 2/3 way up
U11
108.21
75'
CITY MAY DIRECT AND ADJUST CLEANING AS NEEDED.
center 1/2 way up
U12
107.75
38'
26'
SW end, middle
U13
108.33
--
--
P2o
U14
107.86
--
--
i
T15
108.07
--
PVC LINER -- APPROX LOCATION
HE corner Spillway
SEDIMENT BASIN CLEANING AS -BUILT 9111/2008
Bottom
Locations by Taping
1.0 FT UNDER THE GRAVEL LAYER
North Corner
of Fishway
Inlet
and NW
LINER EXTENDS UP THE SIDES TO EL 113.2.
Qe ;'o¢� 61-
by Level.
CAUTION
105.34
CAUTION - HAND DIG TO LOCATE
R P
\
PVC LINER
SHALLOW
of
Feet
from
IN UPPER
AREA
A
P, ;q
Fish Weir
HAND DIG
TO LOCATE
® S1
ee„
l r Pn,
49'
West Side, 1/3 way up
CB TYPE I - SOLID
XE 9
E) / W) REMOVE SEDIMENT TO BASE GRADES
AT TOP OF I MPORT BACKFILL AND UP SIDESLOPESUSE SMOOTH BUCKET, NO TEETH. % HAND DIG AS NEEDED TO IDENTIFY IMPORT BACKFI/ AND PVC LINER LOCATION. / CONTRACTOR RESPONSIBLE FOR REPAIRING / ANY DAMAGE TO LINER. /
`
LID RIM EL. 115.07
I.E. 110.0 (18" NE)
I.E. 110.0 (18" S)
FISHWAY INLET
WEIR EL= 111.11
18 "N IE= 108.72
8 "E IE= 108.40
42 "S IE= 108.16
EL 1 1.1
PVC LIN F
APPROX.
FjS\
CApaFRY
i
/ s2 el
1 °8.
®U13 E
RAMP V
0' 20'
I I
SCALE" 1" = 20'
''t {
GRAVEL PARKING
O
FISH LADDER - FISHWAY INLET
REMOVE ALL SEDIMENT FROM FISHWAY INLET
AND 42" PIPE.
R2 = REMOVE APPX 2 FT OF SEDIMENT.
R1 = REMOVE APPX 1 FT OF SEDIMENT
o / ROCK WEIRS
/
a °2
RAMP g °� 1090 ®SS
5 U 4PSo
P61 1pg, / 06 E
9e U2 t 38 1oe's0
51 I ® v C 10868/ Sg FC 1�/l/ 0 eC 10
7 2a &'65
858 A4
1= S
a Me
1 Q ®e F / s"aO
� J � to
o r` (lit
m3 / fl X08.10
s1r eCllpBp
Ul4 s
4
o y /
S !
Y
e� rpe.oa l o
1p8o� l
78" CUTOU wC% ,yp/C W,
9C pF pgCye T,eC\,Z,s
�aR� poNO ''A<�e 8 'we \7asg5�2 /e
P,T P,3 9%
OUTLET
STRUCTURE
SAN. SEWER MH
RIM.EL. 105.42 CTR.
CHANNEL EL. 97.4
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/30/1
BY .
CAUTION
PVC LINER SHALLOW
IN UPPER AREA
HAND DIG TO LOCATE
PVC LINER
APPROX.
NORTH
o so
Scale: 1 I 20 Feet
SEDIMENT BASIN CLEANING AS -BUILT 91112011
Bottom
Locations by Taping
From
North Corner
of Fishway
Inlet
and NW
Corner of
Overflow Spillway.
Elevation by Level.
By D.
Carey
1311433.47
Feet
from
Feet from
Point
EL(ft)
Fish Weir
Spillway
201
® U1
108.56
34'
45'
West Side, 1/3 way up
U2
108.62
63'
53'
West Side, 1/2
U3
108.38
87'
67'
West Side, 2/3
U4
108.73
100'
77'
North End, W corner
U5
109.04
107'
79'
North End, center
U6
108.50
114'
79'
North end, E corner
U7
108.03
100'
53'
East, 2/3 up
U8
108.08
-
31'
East, 1/4 way up
U9
108.02
-
20'
SE corner, 20' from
176068.21
1311446.31
399
cl Cale
NE corner of spillway
U10
108.55
93'
60'
center 2/3 way up
U11
108.21
75'
30'
center 1/2 way up
U12
107.75
38'
26'
SW end, middle
U13
108.33
--
--
3' front Fish Weir
U14
107.86
--
--
NW corner Spillway
T15
108.07
--
--
HE corner Spillway
SEDIMENT BASIN CLEANING AS -BUILT 9111/2008
Bottom
Locations by Taping
From
North Corner
of Fishway
Inlet
and NW
Corner of Overflow Spillway.
Elevation
by Level.
1311509.30
105.34
Points
S -1 thru
S -12.
1311510.58
By D. Carey
WEIR
Feet
from
Feet from
115.18
Point
EL(ft)
Fish Weir
Spillway
101.36
® S1
108.64
34'
49'
West Side, 1/3 way up
S2
108.92
60'
57'
West Side, 1/2
S3
108.94
92'
77'
West Side, 2/3
S4
109.42
115'
96'
West, NW corner
S5
108.74
120'
85'
East, NE corner
S6
108.48
110'
65'
East, 2/3 way up
S7
108.44
92'
36'
East, 1/3
S8
108.34
64'
30'
Center, 1/3 way up
S9
108.28
86'
59'
Center, 2/3 way up
S10
108.26
43'
23'
SW side toe
S11
108.08
--
--
NW corner, Spillway
S12
108.10
--
--
NE corner, Spillway
Coordinate Table
Pt #
Northing
Easting
Elevation
Descriptor
62
176346.08
1311633.04
125.94
SET HTK
63
176047.52
1311433.47
114.69
SET HTK
200
176023.55
1311495.52
115.30
top cl Cale
201
176040.15
1311501.38
1311735.83
cl back Cale
202
176037.80
1311508.51
394
se car Cale
203
176063.21
1311516.89
130.9
ne car talc
204
176067.91
1311502.64
123.76
nw car Cale
205
176042.50
1311494.26
121.61
sw car Cale
206
176069.52
1311450.41
121.86
se cor Cale
207
176066.79
1311441.83
176296.26
sw car Colo
208
176076.41
1311438.76
TOP
nw car talc
209
176079.14
1311447.34
1311582.51
ne car Cale
210
176068.21
1311446.31
399
cl Cale
301
176071.94
1311441.21
115.1
TOP
302
176070.37
1311450.12
115.1
TOP
303
176078.29
1311447.63
115.1
TOP
304
176074.32
1311448.68
111.11
WEIR
305
176069.30
1311445.96
108.10
IF PIPE
306
176071,82
1311441.50
108.16
IE PIPE
307
176049.47
1311498.66
103.92
VALVE
308
176046.22
1311508.55
103.97
VALVE
309
176064.14
1311509.30
105.34
INLET STR
310
176049.43
1311510.58
110.65
WEIR
311
176041.57
1311501.85
115.18
INLET
312
176000.13
1311487.44
101.36
WEIR
313
175997.41
1311495.34
107.67
OUTFALL STIR
314
176002.72
1311479.46
107.65
OUTFALL STR
315
176007.32
1311489.82
110.62
OUTFALL STR
316
176001.34
1311478.46
106.9
TOE
317
176010.85
1311452.08
107.1
TOE
318
176020.35
1311422.32
107.1
TOE
319
17598416
1311408.66
105.3
TOE
320
175992.92
1311386.80
105.6
TOE
321
176013.60
1311406.07
109.8
TOP
322
176022.43
1311391.95
109.8
TOP
323
176054.86
1311392.29
113.9
TOP
324
176042.11
1311418.89
114.0
TOP
325
176024.48
1311473.94
114.9
TOP
327
176023.11
1311523.85
115.0
TOP
328
176029.29
1311506.33
115.3
TOP
329
176039.69
1311502.51
114.8
TOP
330
176041.20
1311498.15
114.7
TOP
331
176034.06
1311490.77
115.1
TOP
332
176044.24
1311456.33
115.0
TOP
333
176051.15
1311449.36
114.9
TOP
334
176066.85
1311441.69
114.6
TOP
335
176047.94
1311439.51
114.72
TOP CL
336
176037.36
1311456.62
115.12
TOP CL
337
176022.92
1311497.30
115.30
TOP CL
338
176009.69
1311534.43
114.85
TOP CL
339
176028.04
1311534.93
114.2
TOP
340
176036.30
1311543.53
114.0
TOP
341
176100.37
1311567.95
113.6
TOP
342
176149.36
1311569.28
114.6
TOP
343
176181.58
1311569.35
114.6
BRK
344
176148.18
1311580.27
116.6
RKY
345
176128.14
1311580.13
115.8
RKY
346
176104.76
1311581.22
115.9
RKY
347
176081.80
1311576.17
115.4
RKY
348
176070.34
1311572.71
115.7
RKY
349
176058.09
1311569.23
115.9
RKY
350
176034.17
1311559.55
115.2
BRK
352
176064.73
1311392.27
113.9
TOP
353
176080.71
1311400.30
114.2
TOP
354
176095.16
1311417.94
114.5
TOP
355
176100.73
1311410.41
1110
TOE
356
176085.46
1311393.29
112.1
TOE
357
176072.34
1311380.63
111.5
TOE
358
176039.47
1311376.03
109.9
TOE
359
176107.48
1311434.18
115.07
C8
360
176127.30
1311442.95
114.3
BRK
361
176164.01
1311477.13
115.1
BRK
362.
176167.95
1311487.81
115.39
CB
363
176189.68
1311503.27
117.1
BRK
364
176225.64
1311537.75
120.6
BRK
365
176252.16
1311567.99
122.5
CB
366,
176248.33
1311573.15
122.4
TOP
367
176208.58
1311542.45
119.6
TOP
368
176172.75
1311516.81
115.5
TOP
369
176145.21
1311499.75
114.4
TOP
370
176123.69
1311493.41
110.9
RAMP
371
176122.49
1311482.94
110.9
RAMP
372:
176138.90
1311483.30
114.2
TOP
373
176117.50
1311460.32
114.4
TOP
374
176096.38
1311443.55
114.5
TOP
375
176088.80
1311439.51
114.7
TOP
376
176076.49
1311438.70
114.7
TOP
377
176160.79
1311523.18
110.9
TOE
378
176146.13
1311558.96
110.8
TOE
379
176185.82
1311558.73
112.7
CRK
380
176200.68
1311567.74
113.3
CRK
381
176214.61
1311577.01
114.5
CRK
384
176253.22
1311585.77
120.45
STRUCT
385
176253.14
1311587.23
116.46
VALVE
386
176253.67
1311589.95
116.47
STRUCT
387
176268.16
1311564.69
122.8
BRK
388
176304.36
1311595.15
124.6
TOP
389
176346.67
1311625.24
125.8
BRK
390
176386.38
1311660.99
128.5
BRK
391
176422.03
1311701.30
131.5
BRK
DATE OF FIELD SURVEYS' BYPASS PIPE INLET
220, 223 -225 & 231 7/29/97 STRUCTURE
300 SERIES 9/297
800 SERIES 2/5 98
ALL SHOTS ARE FINISHED SURFACES
19917 -98 BASIN AS -BUILT SURVEY
ORIGINAL CONSTRUCTION
^uu 4vi, As-ouili ronLs luole. lurneu o!1 I I I I Ptl.. 1e1 CITY O�
AS NOTED xORaoHrPl: nw ,sea /19,, '� ate -
,go 2004, 2007, 2009 As -built Info For Clarity DWC /19/1 "616N pc
M "I \" '� f E(�l TON
DC oNE I.C:_. DATUM
DRIGNAL PLANS STAMPED BY: CHECx.: / Rs "T x'I u r`"'� I e; � Planning /Building /Public Works Dept.
RMAD J SMMA, PE #28727 ,v xoT o »E I.. v`
0N:7 /1/11 av1-R
N0. REVISION BY DATE APPR � ncronoixcw
RS
Coordinate Table
Pt #
Northing
Easting
Elevation
Descriptor
Pt #
Northing
1311739.24
Easting
TOP RX
Elevation
Descriptor
392
176445.13
TOE RX
1311727.12
176398.24
133.4
BRK
CL LOG 11'
393
176433.78
1311720.10
1311735.83
TOP LOG
132.8
TOP
1311719.63
394
176413.01
888
1311706.86
1311700.15
130.9
FOP
889
395
176379.15
123.76
1311671.02
890
128.1
TOP
121.61
396
176333.08
176365.42
1311629.26
121.86
125.5
TOP
176364.90
397
176296.26
TOP RX',
1311604.16
176364.27
124.4
TOP
TOE RX '...
398
176266.39
1311668.98
1311582.51
CL LOG 12' ''...
122.9
TOP
1311668.55
399
176305.40
896
1311592.27
1311667.78
120.15
CULV
897
400
176286.95
119.14
1311600.67
118.24
CULV
401
176236.58
1311582.62
114.8
CRK
402
176263.03
1311602.67
116.4
CRK
403
176305.70
1311626.82
118.1
CRK
404
176331.95
1311649.10
119.3
CRK
405
176351.16
1311668.62
120.9
CRK
406
176364.81
1311682.59
122.0
CRK
407
176381.93
1311701.50
123.5
CRK
408
176397.79
1311721.06
125.1
CRK
409
176411.97
1311740.12
126.7
CRK
410
176440.19
1311781.31
129.2
CRK
411
176463.11
1311832.36
132.8
CRK
801
176197.98
1311583.90
117.0
BRK
802
176174.10
1311581.65
117.1
BRK
803
176157.04
1311581.92
116.8
BRK
804
176093.02
1311581.27
116.2
BRK
805
176027.89
1311558.12
115.3
BRK
806
175998.10
1311547.34
114.9
BRK
807
175977.92
1311517.33
112.6
BRK
808
175968.84
1311499.81
108.9
BRK
809
175975.39
1311491.73
107.7
TOP
810
175995.09
1311500.65
108.2
TOP
811
176002.71
1311498.39
108.4
TOE
812
176001.01
1311515.74
110.5
TOE
813
176001.24
1311535.76
114.4
BRK
814
175984.42
1311395.97
105.29
CL
815
176028.95
1311401.12
111.94
CL
816
176079.64
1311420.61
114.90
CL
817
176104.22
1311435.21
115.02
CL
818
176144.19
1311471.01
114.69
CL
819
176183.44
1311507.48
116.90
CL
820
176226.75
1311546.05
120.92
CL
821
176273.30
1311577.81
123.45
CL
822
176318.58
1311611.35
125.47
CL
823
176170.63
1311532.13
113.08
TOE
RX 12'
824
176166.56
1311531.16
113.71
TOP
RX
825
176163.79
1311532.30
112.23
TOE
RX
826
176152.37
1311556.44
113.59
TOE
RX 20'
827
176149.59
1311554.28
113.90
TOP
RX
828
176148.95
1311553.01
111.68
TOE
RX
829
176166.41
1311562.24
113.90
TOE
RX 16'
830
176163.70
1311558.52
114.48
TOP
RX
831
176163.07
1311557.89
113.04
TOE
RX
832
176184.82
1311542.42
113.46
TOE
RX 15'
833
176180.92
1311540.62
114.73
TOP
RX
834
176179.89
1311540.04
113.17
TOE
RX
835
176196.42
1311551.32
114.14
TOE
RX
836
176193.56
1311550.19
116.15
TOP
RX
837
176191.19
1311547.43
113.90
TOE
RX
838
176202.47
1311564.98
113.38
TOE
RX 30'
839
176200.92
1311564.70
114.60
TOP
RX
840
176198.69
1311562.98
112.75
TOE
RX
841
176210.52
1311569.98
113.67
TOE
RX 5'
842
176210.46
1311568.78
114.59
TOP
RX
843
176208.81
1311568.94
112.93
TOE
RX
844
176216.41
1311575.67
114.38
TOE
RX 20'
845
176215.54
1311575.85
114.79
TOP
RX
846
176214.14
1311574.23
113.73
TOE
RX
847
175986.33
1311460.22
105.42
MH
848
176253.25
1311586.95
116.98
SO "
850
176133.31
1311511.66
109.7
TOE
851
176118.39
1311499.00
109.4
TOE
852
176113.51
1311484.10
109.2
TOE
853
176101.20
1311464.39
109.2
TOE
854
176061.96
1311466.83
108.8
TOE
855
176051.73
1311497.16
108.5
TOE
856
176041.49
1311515.53
108.8
TOE
857
176045.44
1311530.79
109.0
TOE
858
176105.53
1311552.68
108.9
TOE
859
176131.29
1311553.18
108.9
TOE
860
176134.15
1311538.93
109.2
TOE
861
176126.22
1311518.85
108.9
TOE
211
176046.57
1311441.09
114.7
CL INT CALC
864
176398.42
1311682.81
129.3
CL
865
176431.04
1311720.80
132.5
CL
866
176445.02
1311737.54
133.6
CL
867
176464.12
1311834.91
133.45
CL LOG
12'
868
176463.93
1311834.26
133.56
TOP
LOG
869
176463.64
1311833.42
131.92
TOE
LOG
870
176463.00
1311831.81
131.74
TOE
RX 12'
871
176462.83
1311830.94
132.97
TOP
RX
872
176462.28
1311829.97
131.48
TOE
RX
873
176452.61
1311809.48
130.66
TOE
RX 10'
874
176451.42
1311807.70
130.85
TOP
RX
875
176451.77
1311807.26
129.36
TOE
RX
876
176439.76
1311781.75
129.02
CL LOG
10'
877
176438.90
1311781.19
129.33
TOP
LOG
878
176439.48
1311780.10
126.92
TOE
LOG
879
176427.24
1311761.17
127.50
TOE
RX 9'
880
176426.77
1311761.03
127.76
TOP
RX
881
176426.40
1311760.23
126.51
TOE
RX
882
176411.05
1311739.33
126.36
TOE
RX 11'
Coordinate Table
Pt #
Northing
Easting
Elevation
Descriptor
883
176410.18
1311739.24
126.89
TOP RX
884
176410.16
1311738.10
125.00
TOE RX
885
176398.24
1311720.77
124.99
CL LOG 11'
886
176397.69
1311720.10
125.03
TOP LOG
887
176397.43
1311719.63
123.07
TOE LOG
888
176382.16
1311700.15
122.89
TOE RX 11'
889
176381.19
1311699.07
123.76
TOP RX
890
176380.97
1311698.37
121.61
TOE RX
891
176365.42
1311682.06
121.86
TOE RX 11'
892
176364.90
1311681.26
122.28
TOP RX',
893
176364.27
1311681.16
120.64
TOE RX '...
894
176350.77
1311668.98
120.82
CL LOG 12' ''...
895
176350.15
1311668.55
121.01
TOP LOG
896
176349.91
1311667.78
119.45
TOE LOG
897
176332.20
1311649.26
119.14
TOE RX 9' '..
MAPLEWOOD CREEK SEDIMENT BASIN
CLEANING & MAINTENANCE PROJECT
SEDIMENT BASIN BASE GRADES
6/29/11
3
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