SHEET PILE - United States Army
2
E 1,550,500 N 1,840,500 E 1,549,750 E 1,550,750 N 1,841,750 E 1,549,750 E 1,550,750 N 1,841,250 N 1,840,750 N 1,840,500 E 1,551,000 E 1,550,000 N 1,841,500 N 1,841,000 N 1,840,750 E 1,550,000 E 1,550,250 N 1,841,000 N 1,841,750 E 1,551,000 E 1,550,250 E 1,550,500 N 1,841,250 N 1,841,500 MOORING BASIN PROJECT DEPTH: 0 FT MLLW 10+00.00 11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 20+00.00 21+00.00 22+00.00 23+00.00 ENTRANCE CHANNEL PROJECT DEPTH: 0 FT MLLW GRAPHIC SCALE IN FEET 0 150 100 50 50 25 VOLUME COMPUTATIONS AREA A: DILLINGHAM HARBOR MLLW=0 CU. YD. AVAILABLE TO PROJECT DEPTH (PD) 0.0 56,624 AVAILABLE TO MAX PAY DEPTH (MP) -2.0 74,339 AVAILABLE SIDE SLOPES (SS) AT 8:1 (H:V) VARIES 28,445 TOTAL VOLUME AVAILABLE (MP+SS) 102,785 OVERDREDGE VOLUME WITHIN HARBOR BASIN N/A OVERDREDGE VOLUME WITH SIDE SLOPES N/A SHEET PILE RAMP PILING SHEET PILE RAMP SURVEY CONTROL DATA STATION 1277-1 1984 1277-2 1984 1277-3 1984 5374 A 2007 5374 B 2007 DILL 1998 DILLINGHAM 1947 DILLINGHAM AZ MK PICKEL 1998 WDS-2 2001 NORTHING 1,841,622.39 1,840,494.00 1,840,427.98 1,843,934.80 1,843,934.80 1,840,505.33 1,849,383.08 1,841,347.21 1,841,509.51 1,841,419.33 EASTING 1,550,745.71 1,550,879.74 1,550,887.60 1,546,941.00 1,546,941.00 1,550,674.26 1,551,809.45 1,553,844.91 1,550,437.81 1,549,910.66 MLLW 32.11 30.86 30.21 25.62 24.87 29.80 0.00 0.00 28.82 22.77 DESCRIPTION 3.25 INCH USACE SBC 3.25 INCH USACE SBC 3.25 INCH USACE SBC NOAA/NOS TIDAL BM NOAA/NOS TIDAL BM 3.25 INCH FLAT ALCAP 3.5 INCH USCGS SBC 2 INCH USCGS IRON PIPE 3.25 INCH FLAT ALCAP 3.25 INCH DOMED ALCAP NOTES 1. PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY FEET BASED ON NGS PUBLISHED VALUES, HOLDING USC&GS STATION "DILLINGHAM 1947" (PID UV7691) AS N 1,849,383.08', E 1,551,809.45' AND USC&GS AZIMUTH MARK "DILLINGHAM AZ MK 1947" (PID UV7690) AS N 1,841,347.21', E 1,553,844.91'. LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY FEET HOLDING USACE DOMED BC "1277-3 1984" AS N 1,840,427.98', E 1,550,887.60'. 2. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=0.0'), BASED ON THE NOAA/NOS TIDAL BENCH MARK LIST: "946 5374, SNAG POINT, NUSHAGAK BAY, DILLINGHAM, ALASKA" PUBLISHED 04/29/2013. THIS TIDAL DATUM IS BASED ON THE 1983-2001 TIDAL EPOCH AND IS REFERENCED BY HOLDING NOAA/NOS TIDAL BENCH MARK "5374 D 2007" AS 60.45'. 3. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88 (GEOID 12B) ELEVATIONS HOLDING NOAA BENCHMARK "946 5374 B 2007" (PID BBBF17) AS 18.46'. 4. SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED. 5. BATHYMETRY WAS COLLECTED MAY 12-13, 2017. SOUNDINGS WERE COLLECTED USING AN CEESCOPE ECHO SOUNDER OPERATING AT 200 KHZ. SOUND VELOCITY THROUGH THE WATER COLUMN WAS DETERMINED WITH AN DIGIBAR PRO SOUND VELOCITY PROBE. POSITION AND TIDES WERE PROVIDED IN REAL TIME USING A TRIMBLE R8 RTK GPS RECEIVER OPERATING ON KINEMATIC CORRECTIONS BROADCAST FROM A TRIMBLE R8 RTK BASE RECEIVER SET AT CONTROL STATION , "1277-3". DATA WAS COLLECTED AND PROCESSED USING HYPACK 2017 INTEGRATED SOFTWARE. HORIZONTAL CONTROL WAS SURVEYED USING RTK GNSS EQUIPMENT AND TECHNIQUES. VERTICAL CONTROL WAS SURVEYED USING DIFFERENTIAL LEVELING TECHNIQUES. 6. THIS DRAWING INDICATES GENERAL CONDITIONS AT THE TIME OF THE SURVEY. 7. MAP SOUNDINGS ARE SORTED ON 10 FEET AND ARE SHOAL-BIASED. CONTOURS ARE BASED ON 10 FEET SORTED SHOAL-BIASED SOUNDINGS. VOLUME SOUNDINGS ARE SORTED AT 10 FEET CENTERS. DREDGE LIMITS CORNER# DL-1 DL-2 DL-3 DL-4 DL-5 NORTHING 1,840,656.89 1,840,645.10 1,840,669.87 1,841,364.89 1,841,318.54 EASTING 1,550,430.66 1,550,447.69 1,550,654.63 1,550,571.44 1,550,184.21 DREDGE LIMITS CORNER# DL-6 DL-7 DL-8 DL-9 DL-10 NORTHING 1,840,930.19 1,840,662.40 1,840,535.05 1,840,531.77 1,840,653.73 EASTING 1,550,305.22 1,550,337.15 1,550,329.96 1,550,369.82 1,550,376.57 SURVEY LIMITS CORNER# SL-1 SL-2 SL-3 SL-4 SL-5 SL-6 SL-7 SL-8 SL-9 NORTHING 1,840,423.95 1,840,458.17 1,840,564.87 1,840,610.25 1,841,437.06 1,841,461.80 1,841,405.12 1,841,432.20 1,841,432.01 EASTING 1,550,449.36 1,550,413.54 1,550,408.42 1,550,787.66 1,550,688.69 1,550,593.75 1,550,578.98 1,550,396.29 1,550,133.89 SURVEY LIMITS CORNER# SL-10 SL-11 SL-12 SL-13 SL-14 SL-15 SL-16 SL-17 NORTHING 1,841,362.83 1,840,909.22 1,840,362.44 1,840,166.00 1,839,293.60 1,839,293.60 1,840,166.00 1,840,166.00 EASTING 1,550,065.66 1,550,207.01 1,550,272.21 1,550,359.57 1,550,359.57 1,551,455.40 1,551,455.40 1,550,808.47 DISPOSAL LIMITS CORNER# DS-1 DS-2 DS-3 DS-4 NORTHING 1,839,502.58 1,839,739.66 1,839,644.47 1,839,407.39 EASTING 1,551,238.87 1,551,159.55 1,550,875.05 1,550,954.38 Approved: CONTRACTOR CONTRACT NO. Recommended: CITY PRIME CONTRACTOR STATE Date: CHIEF GEOMATICS SECTION Sheet of DESCRIPTION SHEET IDENTIFICATION U.S. ARMY CORPS OF ENGINEERS P.O. BOX 6898 ALASKA DISTRICT UPC: FILE NAME: DRAWN BY: CHECKED BY: SURVEYED BY: DATE: JOB NO.: SIZE: APPROVED BY: SCALE: PLOT DATE: CONTRACT NO.: ANSI E JBER, ALASKA 99506-0898 US Army Corps of Engineers ® REVISION DATE APPVD BY DESCRIPTION REVISION DATE APPVD BY 5-DIL-92-07-44 1 4 DILLINGHAM, ALASKA DILLINGHAM HARBOR PRE DREDGE HYDROGRAPHIC SURVEY MAY 10 - 13 , 2017 XXXX-XX 11 August 2017 2017 DILLINGHAM_PRE-DREDGE_20170511_FINAL.DWG BTH & DCA 1" = 50' BTH & DCA CSH 05/16/2017 W911KB-17-C-0005 DHA007 HUGHES & ASSOCIATES 2970 COTTLE LOOP WASILLA, AK 99654 W911KB-17-C-0005 ALASKA MARINE EXCAVATION LLC ANCHOR POINT ALASKA MM/DD/YYYY
Transcript of SHEET PILE - United States Army
E 1
,550
,500
N 1,840,500
E 1
,549
,750
E 1
,550
,750
N 1,841,750
E 1
,549
,750
E 1
,550
,750
N 1,841,250
N 1,840,750
N 1,840,500
E 1
,551
,000
E 1
,550
,000
N 1,841,500
N 1,841,000
N 1,840,750
E 1
,550
,000
E 1
,550
,250
N 1,841,000
N 1,841,750
E 1
,551
,000
E 1
,550
,250
E 1
,550
,500
N 1,841,250
N 1,841,500
MOORING BASINPROJECT DEPTH:
0 FT MLLW
10+00.00
11+00.00
12+00.00
13+00.00
14+00.00
15+00.00
16+00.00
17+00.00
18+00.00
19+00.00
20+00.00
21+00.00
22+00.00
23+00.00
EN
TRA
NC
E C
HA
NN
EL
PR
OJE
CT
DE
PTH
:0
FT M
LLW
GRAPHIC SCALE IN FEET
0 15010050 5025
VOLUME COMPUTATIONSAREA A: DILLINGHAM HARBOR MLLW=0 CU. YD.AVAILABLE TO PROJECT DEPTH (PD) 0.0 56,624
AVAILABLE TO MAX PAY DEPTH (MP) -2.0 74,339
AVAILABLE SIDE SLOPES (SS) AT 8:1 (H:V) VARIES 28,445
TOTAL VOLUME AVAILABLE (MP+SS) 102,785
OVERDREDGE VOLUME WITHIN HARBOR BASIN N/A
OVERDREDGE VOLUME WITH SIDE SLOPES N/A
SHEET PILE
RAMP
PILING
SHEET PILE
RAMP
SURVEY CONTROL DATA
STATION
1277-1 1984
1277-2 1984
1277-3 1984
5374 A 2007
5374 B 2007
DILL 1998
DILLINGHAM1947
DILLINGHAMAZ MK
PICKEL1998
WDS-2 2001
NORTHING
1,841,622.39
1,840,494.00
1,840,427.98
1,843,934.80
1,843,934.80
1,840,505.33
1,849,383.08
1,841,347.21
1,841,509.51
1,841,419.33
EASTING
1,550,745.71
1,550,879.74
1,550,887.60
1,546,941.00
1,546,941.00
1,550,674.26
1,551,809.45
1,553,844.91
1,550,437.81
1,549,910.66
MLLW
32.11
30.86
30.21
25.62
24.87
29.80
0.00
0.00
28.82
22.77
DESCRIPTION
3.25 INCH USACE SBC
3.25 INCH USACE SBC
3.25 INCH USACE SBC
NOAA/NOS TIDAL BM
NOAA/NOS TIDAL BM
3.25 INCH FLAT ALCAP
3.5 INCH USCGS SBC
2 INCH USCGS IRON PIPE
3.25 INCH FLAT ALCAP
3.25 INCH DOMED ALCAP
NOTES1. PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY
FEET BASED ON NGS PUBLISHED VALUES, HOLDING USC&GS STATION "DILLINGHAM 1947" (PID UV7691) AS N1,849,383.08', E 1,551,809.45' AND USC&GS AZIMUTH MARK "DILLINGHAM AZ MK 1947" (PID UV7690) AS N1,841,347.21', E 1,553,844.91'.
LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY FEETHOLDING USACE DOMED BC "1277-3 1984" AS N 1,840,427.98', E 1,550,887.60'.
2. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=0.0'), BASED ON THE NOAA/NOS TIDAL BENCHMARK LIST: "946 5374, SNAG POINT, NUSHAGAK BAY, DILLINGHAM, ALASKA" PUBLISHED 04/29/2013. THIS TIDALDATUM IS BASED ON THE 1983-2001 TIDAL EPOCH AND IS REFERENCED BY HOLDING NOAA/NOS TIDAL BENCHMARK "5374 D 2007" AS 60.45'.
3. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88 (GEOID12B) ELEVATIONS HOLDING NOAA BENCHMARK "946 5374 B 2007" (PID BBBF17) AS 18.46'.
4. SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED.
5. BATHYMETRY WAS COLLECTED MAY 12-13, 2017. SOUNDINGS WERE COLLECTED USING AN CEESCOPE ECHOSOUNDER OPERATING AT 200 KHZ. SOUND VELOCITY THROUGH THE WATER COLUMN WAS DETERMINEDWITH AN DIGIBAR PRO SOUND VELOCITY PROBE. POSITION AND TIDES WERE PROVIDED IN REAL TIME USINGA TRIMBLE R8 RTK GPS RECEIVER OPERATING ON KINEMATIC CORRECTIONS BROADCAST FROM A TRIMBLER8 RTK BASE RECEIVER SET AT CONTROL STATION , "1277-3". DATA WAS COLLECTED AND PROCESSEDUSING HYPACK 2017 INTEGRATED SOFTWARE. HORIZONTAL CONTROL WAS SURVEYED USING RTK GNSSEQUIPMENT AND TECHNIQUES. VERTICAL CONTROL WAS SURVEYED USING DIFFERENTIAL LEVELINGTECHNIQUES.
6. THIS DRAWING INDICATES GENERAL CONDITIONS AT THE TIME OF THE SURVEY.
7. MAP SOUNDINGS ARE SORTED ON 10 FEET AND ARE SHOAL-BIASED. CONTOURS ARE BASED ON 10 FEETSORTED SHOAL-BIASED SOUNDINGS. VOLUME SOUNDINGS ARE SORTED AT 10 FEET CENTERS.
DREDGE LIMITS
CORNER#
DL-1
DL-2
DL-3
DL-4
DL-5
NORTHING
1,840,656.89
1,840,645.10
1,840,669.87
1,841,364.89
1,841,318.54
EASTING
1,550,430.66
1,550,447.69
1,550,654.63
1,550,571.44
1,550,184.21
DREDGE LIMITS
CORNER#
DL-6
DL-7
DL-8
DL-9
DL-10
NORTHING
1,840,930.19
1,840,662.40
1,840,535.05
1,840,531.77
1,840,653.73
EASTING
1,550,305.22
1,550,337.15
1,550,329.96
1,550,369.82
1,550,376.57
SURVEY LIMITS
CORNER#
SL-1
SL-2
SL-3
SL-4
SL-5
SL-6
SL-7
SL-8
SL-9
NORTHING
1,840,423.95
1,840,458.17
1,840,564.87
1,840,610.25
1,841,437.06
1,841,461.80
1,841,405.12
1,841,432.20
1,841,432.01
EASTING
1,550,449.36
1,550,413.54
1,550,408.42
1,550,787.66
1,550,688.69
1,550,593.75
1,550,578.98
1,550,396.29
1,550,133.89
SURVEY LIMITS
CORNER#
SL-10
SL-11
SL-12
SL-13
SL-14
SL-15
SL-16
SL-17
NORTHING
1,841,362.83
1,840,909.22
1,840,362.44
1,840,166.00
1,839,293.60
1,839,293.60
1,840,166.00
1,840,166.00
EASTING
1,550,065.66
1,550,207.01
1,550,272.21
1,550,359.57
1,550,359.57
1,551,455.40
1,551,455.40
1,550,808.47
DISPOSAL LIMITS
CORNER#
DS-1
DS-2
DS-3
DS-4
NORTHING
1,839,502.58
1,839,739.66
1,839,644.47
1,839,407.39
EASTING
1,551,238.87
1,551,159.55
1,550,875.05
1,550,954.38
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GRAPHIC SCALE IN FEET
0 15010050 5025
E 1
,551
,000
N 1,838,750
E 1
,550
,250
E 1
,551
,250
N 1,840,000
E 1
,550
,250
E 1
,551
,250
N 1,839,500
N 1,839,000
N 1,838,750
E 1
,551
,500
E 1
,550
,500
N 1,839,750
N 1,839,250
N 1,839,000
E 1
,550
,500
E 1
,550
,750
N 1,839,250
N 1,840,000
E 1
,551
,500
E 1
,550
,750
E 1
,551
,000
N 1,839,500
N 1,839,750
0
0
0
0
0
SURVEY CONTROL DATA
STATION
1277-1 1984
1277-2 1984
1277-3 1984
5374 A 2007
5374 B 2007
DILL 1998
DILLINGHAM1947
DILLINGHAMAZ MK
PICKEL1998
WDS-2 2001
NORTHING
1,841,622.39
1,840,494.00
1,840,427.98
1,843,934.80
1,843,934.80
1,840,505.33
1,849,383.08
1,841,347.21
1,841,509.51
1,841,419.33
EASTING
1,550,745.71
1,550,879.74
1,550,887.60
1,546,941.00
1,546,941.00
1,550,674.26
1,551,809.45
1,553,844.91
1,550,437.81
1,549,910.66
MLLW
32.11
30.86
30.21
25.62
24.87
29.80
0.00
0.00
28.82
22.77
DESCRIPTION
3.25 INCH USACE SBC
3.25 INCH USACE SBC
3.25 INCH USACE SBC
NOAA/NOS TIDAL BM
NOAA/NOS TIDAL BM
3.25 INCH FLAT ALCAP
3.5 INCH USCGS SBC
2 INCH USCGS IRON PIPE
3.25 INCH FLAT ALCAP
3.25 INCH DOMED ALCAP
NOTES1. PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY
FEET BASED ON NGS PUBLISHED VALUES, HOLDING USC&GS STATION "DILLINGHAM 1947" (PID UV7691) AS N1,849,383.08', E 1,551,809.45' AND USC&GS AZIMUTH MARK "DILLINGHAM AZ MK 1947" (PID UV7690) AS N1,841,347.21', E 1,553,844.91'.
LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 (2011), IN US SURVEY FEETHOLDING USACE DOMED BC "1277-3 1984" AS N 1,840,427.98', E 1,550,887.60'.
2. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=0.0'), BASED ON THE NOAA/NOS TIDAL BENCHMARK LIST: "946 5374, SNAG POINT, NUSHAGAK BAY, DILLINGHAM, ALASKA" PUBLISHED 04/29/2013. THIS TIDALDATUM IS BASED ON THE 1983-2001 TIDAL EPOCH AND IS REFERENCED BY HOLDING NOAA/NOS TIDAL BENCHMARK "5374 D 2007" AS 60.45'.
3. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88 (GEOID12B) ELEVATIONS HOLDING NOAA BENCHMARK "946 5374 B 2007" (PID BBBF17) AS 18.46'.
4. SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED.
5. BATHYMETRY WAS COLLECTED MAY 12-13, 2017. SOUNDINGS WERE COLLECTED USING AN CEESCOPE ECHOSOUNDER OPERATING AT 200 KHZ. SOUND VELOCITY THROUGH THE WATER COLUMN WAS DETERMINEDWITH AN DIGIBAR PRO SOUND VELOCITY PROBE. POSITION AND TIDES WERE PROVIDED IN REAL TIME USINGA TRIMBLE R8 RTK GPS RECEIVER OPERATING ON KINEMATIC CORRECTIONS BROADCAST FROM A TRIMBLER8 RTK BASE RECEIVER SET AT CONTROL STATION , "1277-3". DATA WAS COLLECTED AND PROCESSEDUSING HYPACK 2017 INTEGRATED SOFTWARE. HORIZONTAL CONTROL WAS SURVEYED USING RTK GNSSEQUIPMENT AND TECHNIQUES. VERTICAL CONTROL WAS SURVEYED USING DIFFERENTIAL LEVELINGTECHNIQUES.
6. THIS DRAWING INDICATES GENERAL CONDITIONS AT THE TIME OF THE SURVEY.
7. MAP SOUNDINGS ARE SORTED ON 10 FEET AND ARE SHOAL-BIASED. CONTOURS ARE BASED ON 10 FEETSORTED SHOAL-BIASED SOUNDINGS. VOLUME SOUNDINGS ARE SORTED AT 10 FEET CENTERS.
DREDGE LIMITS
CORNER#
DL-1
DL-2
DL-3
DL-4
DL-5
NORTHING
1,840,656.89
1,840,645.10
1,840,669.87
1,841,364.89
1,841,318.54
EASTING
1,550,430.66
1,550,447.69
1,550,654.63
1,550,571.44
1,550,184.21
DREDGE LIMITS
CORNER#
DL-6
DL-7
DL-8
DL-9
DL-10
NORTHING
1,840,930.19
1,840,662.40
1,840,535.05
1,840,531.77
1,840,653.73
EASTING
1,550,305.22
1,550,337.15
1,550,329.96
1,550,369.82
1,550,376.57
SURVEY LIMITS
CORNER#
SL-1
SL-2
SL-3
SL-4
SL-5
SL-6
SL-7
SL-8
SL-9
NORTHING
1,840,423.95
1,840,458.17
1,840,564.87
1,840,610.25
1,841,437.06
1,841,461.80
1,841,405.12
1,841,432.20
1,841,432.01
EASTING
1,550,449.36
1,550,413.54
1,550,408.42
1,550,787.66
1,550,688.69
1,550,593.75
1,550,578.98
1,550,396.29
1,550,133.89
SURVEY LIMITS
CORNER#
SL-10
SL-11
SL-12
SL-13
SL-14
SL-15
SL-16
SL-17
NORTHING
1,841,362.83
1,840,909.22
1,840,362.44
1,840,166.00
1,839,293.60
1,839,293.60
1,840,166.00
1,840,166.00
EASTING
1,550,065.66
1,550,207.01
1,550,272.21
1,550,359.57
1,550,359.57
1,551,455.40
1,551,455.40
1,550,808.47
DISPOSAL LIMITS
CORNER#
DS-1
DS-2
DS-3
DS-4
NORTHING
1,839,502.58
1,839,739.66
1,839,644.47
1,839,407.39
EASTING
1,551,238.87
1,551,159.55
1,550,875.05
1,550,954.38
App
rove
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