DRBC Docket: XTO Energy Application to Withdraw Surface Water at Oquaga Creek
Ayers Dyke Upgrade Site Plan
1. NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS OF
SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE THE
RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES. CURRENT
POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
SQUAMISH-LILLOOET REGIONAL DISTRICT
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:16:19AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:2000
13122D_TOPO-00
AYERS DYKE UPGRADE 2013
SITE PLAN AND SHEET INDEX
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
2. Line Table: DBSS Baseline
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
Length
49.779
77.200
23.139
0.150
24.472
36.384
5.339
32.238
57.918
21.099
100.405
34.831
41.366
1.841
15.173
0.722
Direction Start Point
(516585.3586,5573811.2157
(516565.2109,5573893.3392
(516495.0786,5574023.4713
(516405.4839,5574049.4583
(516384.9168,5574048.2794
(516302.1594,5574035.6412
(516232.6728,5574010.4752
(516139.1722,5574120.5527
(516138.8629,5574152.7888
(516135.6044,5574392.5443
(516167.6644,5574511.4183
(516196.2861,5574662.4992
(516201.5773,5574749.2597
(516181.9952,5574824.4966
(516188.5338,5574855.7674
(516205.2477,5574905.5464
End Point
(516574.3909,5573859.7713)
(516541.5320,5573966.8181)
(516474.8721,5574034.7463)
(516405.3342,5574049.4446)
(516360.4512,5574047.7187)
(516268.4480,5574021.9536)
(516227.4805,5574009.2306)
(516138.8629,5574152.7888)
(516138.6723,5574210.7066)
(516142.3195,5574412.5458)
(516185.4387,5574610.2378)
(516204.2725,5574696.4024)
(516188.0463,5574788.3500)
(516181.9979,5574826.3376)
(516194.9358,5574869.5238)
(516205.3355,5574906.2626)
Curve Table: DBSS Baseline
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
Radius
388.543
100.000
120.000
300.000
165.000
250.000
50.000
90.519
88.839
111.296
226.465
250.000
215.000
700.000
1000.000
95.000
110.000
70.000
119.911
65.925
Length
34.812
75.009
72.006
20.455
59.858
37.607
33.930
13.482
45.589
31.573
37.748
61.227
123.003
102.160
53.382
53.635
36.821
30.385
37.624
13.226
Chord Direction Start Point
(516574.3909,5573859.7713)
(516541.5320,5573966.8181)
(516474.8721,5574034.7463)
(516405.3342,5574049.4446)
(516360.4512,5574047.7187)
(516268.4480,5574021.9536)
(516227.4805,5574009.2306)
(516194.3777,5574012.6871)
(516182.6740,5574019.3543)
(516152.8766,5574053.1962)
(516142.8734,5574083.0308)
(516138.6723,5574210.7066)
(516131.0127,5574271.2988)
(516142.3195,5574412.5458)
(516185.4387,5574610.2378)
(516204.2725,5574696.4024)
(516188.0463,5574788.3500)
(516181.9979,5574826.3376)
(516194.9358,5574869.5238)
(516205.3355,5574906.2626)
End Point
(516565.2109,5573893.3392)
(516495.0786,5574023.4713)
(516405.4839,5574049.4583)
(516384.9168,5574048.2794)
(516302.1594,5574035.6412)
(516232.6728,5574010.4752)
(516194.3777,5574012.6871)
(516182.6740,5574019.3543)
(516152.8766,5574053.1962)
(516142.8734,5574083.0308)
(516139.1722,5574120.5527)
(516131.0127,5574271.2988)
(516135.6044,5574392.5443)
(516167.6644,5574511.4183)
(516196.2861,5574662.4992)
(516201.5773,5574749.2597)
(516181.9952,5574824.4966)
(516188.5338,5574855.7674)
(516205.2477,5574905.5464)
(516208.2469,5574919.1411)
0+075
0+100
0+200
BP:0+075.000
PC:0+124.779
PC:0+236.791
PT:0+159.591
0+080.00
0+100.00
0+120.00
0+140.00
0+160.00
0+180.00
0+200.00
0+220.00
0+240.00
0+260.00
0+280.00
L1
L2C1
C2
DBSS BASELINE
NATURAL
BO
UNDARY
D.L. 213
FRO
M
O
RIG
INAL
FIELD
NO
TES
(AS
SHO
W
N
O
N
REF. KAP90316)
NATURAL BOUNDARYREF. KAP90316
0+075
0+100
0+200
D.L. 213
ROAD 1.T.1699
LILLOOET RIVER
HIGHWAY99
(PORTAGEROAD)PLANKAP35687
REF. KAP36085
DYKE SRW
UNREGISTEREDR/W
REF. KAP78404
DYKE SRW
NATURAL BOUNDARYROAD PLAN KAP35687
MATCHLINE-1
ATSTATION-0+169.00
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS OF
SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE THE
RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES. CURRENT
POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
SQUAMISH-LILLOOET REGIONAL DISTRICT
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:16:28AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-01
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
1. SEP 18, 2013 - ADD HWY 99 ROAD DEDICATION PLAN KAP35687
1
3. 0+300
0+400
PC:0+334.940
PC: 0+407.096
PC:0+452.023
PT:0+311.800
PT: 0+406.946
PT:0+427.551
0+240.00
0+260.00
0+280.00
0+300.00
0+320.00
0+340.00
0+360.00
0+380.00
0+400.00
0+420.00
0+440.00
0+460.00
0+480.00
L3
L4
L5
C2
C3
C4
C5
DBSS BASELINE
NATURALBOUNDARY
D.L.213
FROM
ORIGINALFIELD
NOTES
(AS
SHOW
N
ON
REF.KAP90316)
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
NATURAL BOUNDARY
REF. KAP90316
0+300
0+400
D.L. 213
ROAD 1.T.1699
LILLOOET RIVER
REF. KAP36085DYKE SRW
REF. KAP78404DYKE SRW
REF.KAP78404
DYKE
SRW
M
ATCH
LINE
-1
AT
STATION
-0+169.00
MATCHLINE-2
ATSTATION-0+373.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
13122D_TOPO-02
S:DATA13J13179WORK13122D_TOPO.DWG(SHEET2)
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
PlottedonSeptember19,2013at9:16:38AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
4. 0+500
0+600
0+700
PC:0+548.264
PC:0+591.211
PT:0+511.880
PT:0+585.871
PCC:0+625.141
PCC:0+638.623
PCC: 0+684.212
0+460.00
0+480.00
0+500.00
0+520.00
0+540.00
0+560.00
0+580.00
0+600.00
0+620.00
0+640.00
0+660.00
0+680.00
L6
L7
C5
C6
C7
C8
C9
C10
DBSS BASELINE
BANK OF LILLOOET RIVER
PLAN KAP5957
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
NATURAL BOUNDARY D.L. 213FROM ORIGINAL FIELD NOTES(AS SHOWN ON REF. KAP90316)
NATURAL
BOUNDARY
D.L.213
FROM
ORIGINAL
FIELD
NOTES
(AS
SHOW
N
ON
REF.KAP90316)
NATURAL BOUNDARY
REF. KAP90316
0+500
0+600
0+700
D.L. 213
ROAD 1.T.1699
LILLOOET RIVER
REF. KAP36085
DYKE SRW
MATCHLINE-2
ATSTATION-0+373.00
MATCH
LINE - 3
AT STATION
- 0+577.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:16:48AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-03
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
5. 0+700
0+800
PI:0+785.770
PC:0+843.688
PT:0+753.532
PCC:0+684.212
PCC:0+715.785
0+680.00
0+700.00
0+720.00
0+740.00
0+760.00
0+780.00
0+800.00
0+820.00
0+840.00
0+860.00
0+880.00
L8
L9
C10
C11
C12
DBSS BASELINE
NATURAL BOUNDARY
D.L. 213
FROM
ORIGINAL FIELD
NOTES
(AS
SHOW
N
ON
REF. KAP90316)
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
NATURAL BOUNDARY
REF. KAP90316
0+700
0+800
D.L. 213
ROAD 1.T.1699
LILLOOET RIVER
REF. KAP36085
DYKE SRW
MATCHLINE-3
ATSTATION-0+577.00
MATCHLINE-4
ATSTATION-0+781.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:16:58AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-04
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
6. 0+900
1+000
PC:1+049.017
PT:1+027.918
PRC:0+904.915
0+880.00
0+900.00
0+920.00
0+940.00
0+960.00
0+980.00
1+000.00
1+020.00
1+040.00
1+060.00
1+080.00
L10
C13 DBSS BASELINE
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
NATURAL BOUNDARY
REF. KAP90316
0+900
1+000
ROAD 1.T.1699
D.L. 213
LILLOOET RIVER
REF. KAP36085
DYKE SRW
MATCHLINE-4
ATSTATION-0+781.00
MATCHLINE-5ATSTATION-0+985.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:08AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-05
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
7. END OF LIMIT OF FILL,
START OF PRESENT
NATURAL BOUNDARY
REF. KAP90316
1+100 1+200
PC:1+251.582
PT:1+151.177
1+080.00
1+100.00
1+120.00
1+140.00
1+160.00
1+180.00
1+200.00
1+220.00
1+240.00
1+260.00
1+280.00
L11C14
C15
DBSS BASELINE
NATURAL BOUNDARY
REF. KAP90316
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
LIMIT OF FILL
REF. KAP90316
NATURAL BOUNDARY D.L. 213
FROM ORIGINAL FIELD NOTES
(AS SHOWN ON REF. KAP90316)
NATURALBOUNDARY
D.L.213
FROM
ORIGINALFIELD
NOTES
(AS
SHOW
N
ON
REF.KAP90316)
1+100 1+200
LILLOOET RIVER
D.L. 213
ROAD 1.T.1699 REF. KAP36085
DYKE SRW
MATCHLINE-5
ATSTATION-0+985.00
MATCHLINE-6
ATSTATION-1+189.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:18AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-06
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
8. 1+300
1+400
1+500
PC:1+339.795
PC:1+434.796
PC:1+473.459
PT:1+304.964
PT:1+393.430
PT:1+471.618
1+280.00
1+300.00
1+320.00
1+340.00
1+360.00
1+380.00
1+400.00
1+420.00
1+440.00
1+460.00
1+480.00
L12
L13
L14
C16
C17
C18
DBSS BA SELINE
NATURALBOUNDARYD.L.213
FROMORIGINALFIELDNOTES
(ASSHOWNONREF.KAP90316)
REF. KAP90316
LIMIT OF FILL
REF. KAP90316
LIMIT OF FILL
REF. KAP90316
NATURALBOUNDARYD.L.213
1+300
1+400
1+500
UNSURVEYED CROWN L
(FORMER BRANCH OF T
D.L. 213
ROAD 1.T.1699
ROAD 1.T.1699
LILLOOET RIVER
UNSURVEYED CROWN LAND
(FORMER BRANCH OF THE LILLOOET RIVER)
REF. KAP36085DYKE SRW
REF. KAP36085
DYKE SRW
MATCHLINE-6
ATSTATION-1+189.00
MATCHLINE-7
ATSTATION-1+393.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:28AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-07
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
9. 1+500
1+571
EP:1+570.588
PC:1+434.796
PC:1+473.459
PC:1+519.017
PC:1+557.362
PT:1+471.618
PT:1+503.844
PT:1+556.640
1+420.00
1+440.00
1+460.00
1+480.00
1+500.00
1+520.00
1+540.00
1+560.00
L14
L15
L16
C17
C18
C19
C20
NATURALBOUNDARYD.L.5547
FROM
ORIGINALFIELD
NOTES
(ASSHOWN
ON
REF.KAP90316)
LIMIT OF FILL
REF. KAP90316
LIMIT OF FILL
REF. KAP90316
1+500
1+571
LILLOOET RIVER
AYERS DYKE
UNSURVEYED CROWN LAND
(FORMER BRANCH OF THE LILLOOET RIVER)
REF. KAP90316
ROAD
ROAD 1.T.1699
LILLOOET RIVER
D.L. 5547
LLOOET RIVER)
NORTHW
EST
ROAD
ROAD
1.T.1699
KAP8690M
HYDRO
SRW
REF. KAP36085DYKE SRW REF. KAP36085
DYKE
SRW
MATCHLINE-7
ATSTATION-1+393.00
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:33AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-08
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
10. September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:37AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : 1:250
13122D_TOPO-09
AYERS DYKE UPGRADE 2013
TOPOGRAPHY AND SITE FEATURES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 123.45 DENOTES SPOT ELEVATION IN METRES.
3. BEARINGS ARE DERIVED FROM GPS SURVEY.
4. CONTOUR INTERVAL IS 0.25m. CONTOURS REPRESENT ORIGINAL GROUND AS
OF SURVEY COMPLETION DATE.
5. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
6. ADDITIONAL LEGAL EVIDENCE MUST BE LOCATED AND SURVEYED TO RESOLVE
THE RELATIONSHIP BETWEEN LEGAL BOUNDARIES AND GROUND FEATURES.
CURRENT POSITION AND ORIENTATION OF LEGAL BOUNDARIES ARE
APPROXIMATE ONLY.
7. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
8. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
SQUAMISH-LILLOOET REGIONAL DISTRICT
11. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+080.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+100.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+120.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+140.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+160.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+180.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+200.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+220.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)ORIGINAL GROUND
2H:1V (TYP.)
2.5H:1V
(TYP.)
ELEV = 208.31
ELEV = 208.40
ELEV = 208.25
2.00 2.00
FINISHED
GRADE (TYP.)
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:42AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-10
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
12. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+240.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+260.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+280.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+300.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+320.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+340.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+360.0
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+380.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2H:1V (TYP.)
2.00 2.00
ORIGINAL GROUND
2.5H:1V (TYP.)
ELEV = 208.42
ELEV = 208.54
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:47AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-11
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
13. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+400.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+420.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+440.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+460.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+480.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+500.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+520.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+540.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.00
2.5H:1V
(TYP.)
2.00
ORIGINAL GROUND
2H
:1V
(TYP.)
ELEV = 208.55
ELEV = 208.57
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:52AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-12
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
14. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+560.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+580.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+600.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+620.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+640.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+660.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+680.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+700.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.00
2.5H:1V
(TYP.)
2.00
ORIGINAL GROUND
ELEV = 208.57
ELEV = 208.65
2H
:1V
(TYP.)
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:17:57AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-13
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
15. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+720.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+740.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+760.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+780.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+800.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+820.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+840.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+860.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.5H:1V
(TYP.)
ORIGINAL GROUND
ELEV = 208.67
ELEV = 208.79
2.00 2.00
2H
:1V
(TYP.)
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:18:02AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-14
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
16. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+880.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+900.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+920.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+940.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+960.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
0+980.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+000.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+020.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
ORIGINAL GROUND
2.5H:1V (TYP.)
2.00 2.00
2H
:1V
(TYP.)
ELEV = 208.81
ELEV = 208.94
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:18:07AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-15
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
17. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+040.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+060.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+080.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+100.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+120.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+140.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+160.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+180.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.5H:1V
ORIGINAL GROUND
2.00 2.00
2.5H:1V
(TYP.)
2H
:1V
(TYP.)
ELEV = 209.10
ELEV = 208.96
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:18:12AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-16
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
18. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+200.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+220.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+240.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+260.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+280.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+300.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+320.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+340.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.5H:1V
ORIGINAL GROUND
2.00 2.00
2.5H:1V
(TYP.)
2H
:1V
(TYP.)
ELEV = 209.13
ELEV = 209.33
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:18:17AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-17
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
19. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+360.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+380.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+400.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+420.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+440.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+460.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+480.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+500.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
2.5H:1V
ELEV = 209.36
2H:1V (TYP.)
ORIGINAL GROUND
2.00 2.00
2.5H:1V
(TYP.)
ELEV = 209.56
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
S:DATA13J13179WORK13122D_TOPO.DWGPlottedonSeptember19,2013at9:18:22AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
13122D_TOPO-18
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
20. ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+520.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+540.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
ELEVATION
DBSSBASELINE
ELEVATION
OFFSET
1+560.00
204
206
208
210
212
204
206
208
210
212
0 10 20 300-10-20-30
2H:1V (TYP.)
ORIGINAL GROUND
2.00 2.00
2.5H:1V
(TYP.)
ELEV = 209.60
ELEV = 209.58
FINISHED
GRADE (TYP.)
200-YEAR
FLOOD (TYP.)
200-YEAR FLOOD
+ 0.6m (TYP.)
(TYP.)
September 15, 2013
13179.CRD
PEMBERTON VALLEY DYKING DISTRICT
J13179
13122D_TOPO-19
S:DATA13J13179WORK13122D_TOPO.DWG
AYERS DYKE UPGRADE 2013
CROSS-SECTIONS
PlottedonSeptember19,2013at9:18:26AM
DOUG BUSH SURVEY SERVICES Ltd.
Douglas J. Bush, AScT, RSIS
Applied Science Technologist (Geomatics)
Unit 18, 1370 Alpha Lake Road, Whistler, B.C. VON 1B1
Phone 932-3314 / Fax: 932-3039 E-mail:
dougb@dbss.ca / http://dbss.ca
Date:
Files:
SCALE:
JOB NO.:
DWG.:
Client:
Project:
Notes:REVISION : H1:250 V1:125
SQUAMISH-LILLOOET REGIONAL DISTRICT
NOTE:
1. FIELD SURVEY COMPLETED SEPTEMBER 11, 2013.
2. 200-YEAR FLOOD CONTOURS DIGITISED FROM ENVIRONMENT CANADA/BC MOE
LILLOOET RIVER FLOODPLAIN MAPPING ISSUED SEPTEMBER 30, 1990.
3. DYKE MODEL BASED ON THE AYERS DYKE UPGRADE REQUEST FOR PROPOSAL
#ADU001-2013 ISSUED AUGUST 22, 2013.
4. SEE DBSS DRAWING 13122D_TOPO-01 FOR BASELINE CURVE AND LINE TABLES
UTM GRID COORDINATES ARE DERIVED FROM THE WHISTLER FEDERAL STATION (GCM #997528) AND CHECKED
WITH AGREEMENT TO THE KWL COORDINATE SYSTEM
ELEVATIONS ARE GEODETIC CVD28 AND ARE DERIVED FROM WRS MONUMENT #1069 WITH CROSS-REFERENCE
CHECKS TO WRS MONUMENTS #1068, #851 AND #854.
ELEVATIONS ARE IN AGREEMENT WITH THE KWL DATUM FOR THE LILLOOET RIVER CROSS-SECTIONS
