W911KB17B0003_DRAWINGS.pdf
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- Chignik Harbor Breakwater Repairs , Chignik, Alaska Federal contract opportunity
- Solicitation number
- W911KB-17-B-0003
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SOLICITATION W911KB17B0003 & DRAWINGS
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| File | Type | Posted |
|---|---|---|
| W911KB-17-B-0003_Amend_0003.pdf | ||
| W911KB-17-B-0003_Amend_0002.pdf | ||
| W911KB-17-B-0003_Amend_0001.pdf | ||
| W911KB17B0003_Solicitation.pdf |
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of Engineers
Alaska District
US Army Corps
CHIGNIK HARBOR
BREAKWATER REPAIRS
W911KB-17-B-0003
P2N 403795
CHIGNIK, ALASKA
CHK008
IFB, JULY 2017
AutoCAD SHX Text Drawing X:\UNIFIED\EN-CW\Jobs\CHK008\10 Dwgs\CAD\CHK008-G-001.dwg last saved on 7/11/2017 12:59 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PMX:\UNIFIED\EN-CW\Jobs\CHK008\10 Dwgs\CAD\CHK008-G-001.dwg last saved on 7/11/2017 12:59 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PM last saved on 7/11/2017 12:59 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PM7/11/2017 12:59 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PMHubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 1:14 PM on 7/13/2017 1:14 PM7/13/2017 1:14 PM
Drawing # 5-CHI-164-10-01 Sheet 1 of 205-CHI-164-10-01 Sheet 1 of 20 Sheet 1 of 201 of 20 of 2020
GENERAL: GENERAL
ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS
W911KB-17-B-0003
IFB - CHK008/P2N 403795, JULY 2017
CHIGNIK HARBOR BREAKWATER REPAIRS
CHIGNIK, ALASKA
SCHEDULE OF DRAWINGS
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AutoCAD SHX Text Drawing X:\UNIFIED\EN-CW\Jobs\CHK008\10 Dwgs\CAD\CHK008-G-002.dwg last saved on 7/13/2017 3:40 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PMX:\UNIFIED\EN-CW\Jobs\CHK008\10 Dwgs\CAD\CHK008-G-002.dwg last saved on 7/13/2017 3:40 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PM last saved on 7/13/2017 3:40 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PM7/13/2017 3:40 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PM was plotted by Hubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PMHubbell, Eugene N Jr CIV USARMY CEPOA (US) on 7/13/2017 3:42 PM on 7/13/2017 3:42 PM7/13/2017 3:42 PM
AutoCAD SHX Text Drawing # 5-CHI-164-10-01 Sheet 2 of 205-CHI-164-10-01 Sheet 2 of 20 Sheet 2 of 202 of 20 of 2020
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AutoCAD SHX Text TIDAL INFORMATION 945 8917 CHIGNIK, ANCHORAGE BAY, AK MHHW 8.93 FEET 8.93 FEET MHW 8.13 FEET 8.13 FEET MSL 4.70 FEET 4.70 FEET MLW 1.45 FEET 1.45 FEET MLLW (DATUM) 0.00 FEET 0.00 FEET TIDAL INFORMATION IS BASED ON THE 1983-2001 TIDAL EPOCH, PUBLISHED NOAA/NOS MARCH 14, 2005.
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1. LOCAL SOURCES INDICATED THAT WAVE HEIGHTS FROM YEARLY STORM EVENTS WITHIN THE CONSTRUCTION LIMITS ARE GENERALLY BETWEEN 2 TO 3 FEET. WAVE HEIGHTS TO 6 FEET WITHIN THE CONSTRUCTION LIMITS ARE POSSIBLE. 2. SITE SPECIFIC DATA FOR STORM SURGE IS NOT AVAILABLE. STORM SURGE FOR THE GENERAL REGION IS EXPECTED TO BE LESS THAN ONE FOOT. 3. DATA ON CURRENTS FOR THE ANCHORAGE BAY AREA IS NOT AVAILABLE, HOWEVER CURRENTS ARE EXPECTED TO BE IN THE RANGE OF 0-2 KNOTS.
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AutoCAD SHX Text CONSTRUCTION LIMITS TABLE CORNER EASTING NORTHING EASTING NORTHING NORTHING A E 1,562,807.60 N 841,093.17 E 1,562,807.60 N 841,093.17 B E 1,562,915.03 N 841,828.54 E 1,562,915.03 N 841,828.54 C E 1,562,783.60 N 842,058.60 E 1,562,783.60 N 842,058.60 D E 1,563,164.38 N 842,389.03 E 1,563,164.38 N 842,389.03 E E 1,563,476.09 N 841,975.32 E 1,563,476.09 N 841,975.32 F E 1,563,451.79 N 841,798.45 E 1,563,451.79 N 841,798.45
AutoCAD SHX Text CORNER EASTING NORTHING EASTING NORTHING NORTHING G E 1,563,318.78 N 841,651.54 E 1,563,318.78 N 841,651.54 H E 1,563,227.66 N 841,730.46 E 1,563,227.66 N 841,730.46 I E 1,563,141.72 N 841,640.49 E 1,563,141.72 N 841,640.49 J E 1,563,083.50 N 841,172.63 E 1,563,083.50 N 841,172.63 K E 1,562,984.38 N 841,075.66 E 1,562,984.38 N 841,075.66
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1. THE CONTRACTOR SHALL LIMIT ITS OPERATIONS TO THE AREA WITHIN THE DEFINED CONSTRUCTION LIMITS. DAMAGE TO THE CONTRACTOR SHALL LIMIT ITS OPERATIONS TO THE AREA WITHIN THE DEFINED CONSTRUCTION LIMITS. DAMAGE TO AREAS OUTSIDE THE DEFINED CONSTRUCTION LIMITS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. 2. THERE IS NO CONTRACTOR STAGING AREA PROVIDED IN THIS CONTRACT. THERE IS NO CONTRACTOR STAGING AREA PROVIDED IN THIS CONTRACT. 3. THE CONTRACTOR SHALL REMOVE THE EXISTING NAVIGATION MARKERS FROM THE HEADS OF THE NORTH AND SOUTH THE CONTRACTOR SHALL REMOVE THE EXISTING NAVIGATION MARKERS FROM THE HEADS OF THE NORTH AND SOUTH BREAKWATERS PRIOR TO CONSTRUCTION ACTIVITIES IN THOSE AREAS. 4. AT THE END OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL REINSTALL THE NAVIGATION MARKERS IN AT THE END OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL REINSTALL THE NAVIGATION MARKERS IN COORDINATION WITH THE US COAST GUARD. NAVIGATION MARKER BASE SHALL BE KEYED INTO THE ARMOR ROCK. SMALL MATERIAL SHALL BE CHINKED AS REQUIRED TO MINIMIZE VOIDS UNDER MARKER BASE. THE MARKER BASE SHALL BE ORIENTED SUCH THAT THE TOWER WILL FACE IN THE SAME DIRECTION AS ITS PRESENT ORIENTATION PROVIDES. 5. ALL CONTRACTOR FLOATING PLANT / VESSEL SHALL BE LIMITED TO A SPEED OF 8 KNOTS WITHIN 1000 FEET OF THE ALL CONTRACTOR FLOATING PLANT / VESSEL SHALL BE LIMITED TO A SPEED OF 8 KNOTS WITHIN 1000 FEET OF THE PROJECT LOCATION TO REDUCE THE RISK OF COLLISION WITH PROTECTED SPECIES. 6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CHIGNIK AIRPORT MANAGER AND THE THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CHIGNIK AIRPORT MANAGER AND THE ALASKA FAA MANAGER OF PLANNING AND PROGRAMS BRANCH. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN ADDRESSING WORK IN RUNWAY APPROACH AND DEPARTURE ZONE TO THE AKDOT&PF AIRPORTS CENTRAL REGION MAINTENANCE AND OPERATIONS MANAGER FOR APPROVAL THROUGH THE CONTRACTING OFFICE. NO CONTRACTOR EQUIPMENT MAY EXCEED THE ELEVATION 150 FEET MLLW DUE TO AIRPORT RESTRICTIONS. 7. THE CONTRACTOR SHALL COORDINATE WITH THE CHIGNIK HARBOR HARBORMASTOR TO MINIMIZE DISRUPTION TO HARBOR THE CONTRACTOR SHALL COORDINATE WITH THE CHIGNIK HARBOR HARBORMASTOR TO MINIMIZE DISRUPTION TO HARBOR OPERATIONS DURING MAINTENANCE ACTIVITIES. 8. OPERATION, PLACEMENT, OR STORAGE OF EQUIPMENT ON THE CREST OF THE EXISTING BREAKWATERS IS PROHIBITED. OPERATION, PLACEMENT, OR STORAGE OF EQUIPMENT ON THE CREST OF THE EXISTING BREAKWATERS IS PROHIBITED. TEMPORARY STOCKPILING OF MATERIALS ON THE CREST OF THE EXISTING BREAKWATERS IS PROHIBITED. 9. ARMOR ROCK SLOPES SHALL BE CONSTRUCTED FROM THE TOE TO THE CREST. ARMOR ROCK SLOPES SHALL BE CONSTRUCTED FROM THE TOE TO THE CREST. 10. TWO LAYERS OF ARMOR ROCK SHALL BE PLACED ABOVE MLLW AS SHOWN ON SHEET C-301. WHERE ROCK IS CALLED TWO LAYERS OF ARMOR ROCK SHALL BE PLACED ABOVE MLLW AS SHOWN ON SHEET C-301. WHERE ROCK IS CALLED OUT TO BE PLACED BELOW MLLW, A SINGLE STONE LAYER IS ACCEPTABLE AS NECESSARY FOR CONSTRUCTION. 11. ANY EXCESS ROCK SHALL BE PLACED ON THE BREAKWATER AT THE CONTRACTING OFFICER REPRESENTATIVE'S ANY EXCESS ROCK SHALL BE PLACED ON THE BREAKWATER AT THE CONTRACTING OFFICER REPRESENTATIVE'S DIRECTION. 12. CONTOURS SHOWN ARE GENERATED FROM THE 13-17 MAY 2015 SURVEY.CONTOURS SHOWN ARE GENERATED FROM THE 13-17 MAY 2015 SURVEY.
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1. PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 IN US PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD83 IN US SURVEY FEET BASED ON A FULLY CONSTRAINED STATIC GPS NETWORK HOLDING THE PUBLISHED NAD83(CORS) 2003.00 EPOCH VALUES OF NGS CORS STATIONS: "SANDPOINTS_AK 2004 CORS ARP" (AB07 - PID DL7635), "PORT HEIDEN AK 2007 CORS ARP" (AC40-PID DL6447) AND "PILOT POINT AK 2007 CORS ARP" (AC52 - PID DL7671). 2. LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD 83, IN US LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 6, NAD 83, IN US SURVEY FEET HOLDING USACE SBC "CHIG-1" AS N 842,276.72, E 1,563,296.54 AND USACE SBC "CHIG-2" AS N 841,021.81, E 1,563,477.47. 3. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=0.0'), BASED ON THE NOAA/NOS VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=0.0'), BASED ON THE NOAA/NOS TIDAL BENCH MARK LIST: "9458917 CHIGNIK, ANCHORAGE BAY, ALASKA, PUBLISHED 3/22/2005". THIS TIDAL DATUM IS BASED ON THE 1983-2001 TIDAL EPOCH AND IS REFERENCED BY HOLDING NOS TIDAL BENCH MARKS "8917 COR 4" (VM#13156) AS 18.81', "8917 G 1996" (VM#13158) AS 19.58' AND "8917 H 1996" (VM#13159) AS 20.56'. 4. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88 (GEOID 12B) ELEVATION HOLDING USC&GS STANDARD BENCH MARK BRASS CAP, "945 8917 COR 4 1964" (NGS PID BBDW14), AS 17.17'. 5. SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED.SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED.
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LEGEND
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SURVEY MONUMENT
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MAJOR CONTOUR
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MINOR CONTOUR
AutoCAD SHX Text ALIGNMENT TABLE POINT STATION EASTING NORTHING STATION EASTING NORTHING EASTING NORTHING NORTHING NORTH BREAKWATER START 10+00 E 1,563,823.26 N 842,388.90 10+00 E 1,563,823.26 N 842,388.90 E 1,563,823.26 N 842,388.90 PC1 11+77.60 E 1,563,666.39 N 842,472.17 11+77.60 E 1,563,666.39 N 842,472.17 E 1,563,666.39 N 842,472.17 RP1 E 1,563,619.51 N 842,383.84 E 1,563,619.51 N 842,383.84 PT1 12+91.05 E 1,563,559.72 N 842,464.00 12+91.05 E 1,563,559.72 N 842,464.00 E 1,563,559.72 N 842,464.00 AP 18+23.69 E 1,563,132.33 N 842,145.22 18+23.69 E 1,563,132.33 N 842,145.22 E 1,563,132.33 N 842,145.22 END 21+00 E 1,562,942.26 N 841,944.6221+00 E 1,562,942.26 N 841,944.62E 1,562,942.26 N 841,944.62
AutoCAD SHX Text SOUTH BREAKWATER START 30+00 E 1,563,497.96 N 841,022.65 30+00 E 1,563,497.96 N 841,022.65 E 1,563,497.96 N 841,022.65 PC2 33+55.17 E 1,563,146.73 N 841,075.38 33+55.17 E 1,563,146.73 N 841,075.38 E 1,563,146.73 N 841,075.38 RP2 E 1,563,169.00 N 841,223.72 E 1,563,169.00 N 841,223.72 PT2 35+90.07 E 1,563,020.55 N 841,245.29 35+90.07 E 1,563,020.55 N 841,245.29 E 1,563,020.55 N 841,245.29 PC3 39+51.98 E 1,563,072.60 N 841,603.45 39+51.98 E 1,563,072.60 N 841,603.45 E 1,563,072.60 N 841,603.45 RP E 1,563,270.52 N 841,574.69 E 1,563,270.52 N 841,574.69 PT 40+77.66 E 1,563,127.30 N 841,714.29 40+77.66 E 1,563,127.30 N 841,714.29 E 1,563,127.30 N 841,714.29 END 43+00 E 1,563,268.03 N 841,858.6643+00 E 1,563,268.03 N 841,858.66E 1,563,268.03 N 841,858.66
AutoCAD SHX Text SURVEY CONTROL POINTS NAME NORTHING EASTING ELEVATION DESCRIPTION NORTHING EASTING ELEVATION DESCRIPTION EASTING ELEVATION DESCRIPTION ELEVATION DESCRIPTION DESCRIPTION CHIG-1 842,276.72 1,563,296.54 16.64 3.25" DOMED STAMPED BRASS CAP 842,276.72 1,563,296.54 16.64 3.25" DOMED STAMPED BRASS CAP 1,563,296.54 16.64 3.25" DOMED STAMPED BRASS CAP 16.64 3.25" DOMED STAMPED BRASS CAP 3.25" DOMED STAMPED BRASS CAP CHIG-2 841,021.81 1,563,477.47 17.13 3.25" DOMED STAMPED BRASS CAP 841,021.81 1,563,477.47 17.13 3.25" DOMED STAMPED BRASS CAP 1,563,477.47 17.13 3.25" DOMED STAMPED BRASS CAP 3.25" DOMED STAMPED BRASS CAP CHIG-3 841,847.01 1,563,253.55 18.28 3.25" DOMED STAMPED BRASS CAP 841,847.01 1,563,253.55 18.28 3.25" DOMED STAMPED BRASS CAP 1,563,253.55 18.28 3.25" DOMED STAMPED BRASS CAP 18.28 3.25" DOMED STAMPED BRASS CAP 3.25" DOMED STAMPED BRASS CAP CHIG-4 841,134.45 1,563,047.13 18.81 3.25" DOMED STAMPED BRASS CAP841,134.45 1,563,047.13 18.81 3.25" DOMED STAMPED BRASS CAP1,563,047.13 18.81 3.25" DOMED STAMPED BRASS CAP18.81 3.25" DOMED STAMPED BRASS CAP3.25" DOMED STAMPED BRASS CAP
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GUSTAV STREET
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EXISTING SLOPE PROTECTION
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EXISTING SLOPE PROTECTION
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NORTH BREAKWATER
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SOUTH BREAKWATER
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INTERTIDAL DISPOSAL SITE
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TYPICAL NORTH BREAKWATER SECTION
AutoCAD SHX Text STATION 18+63 TO STATION 19+83 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE NORTH BREAKWATER ALIGNMENT.
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MHHW 8.93'
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MLLW 0.00'
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TYPICAL NORTH BREAKWATER SECTION
AutoCAD SHX Text STATION 17+00 TO STATION 19+83 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE NORTH BREAKWATER ALIGNMENT.
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TYPICAL NORTH BREAKWATER SECTION
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AutoCAD SHX Text STATION 19+83 TO STATION 20+03 AND NORTH BREAKWATER HEAD SECTION 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE NORTH BREAKWATER ALIGNMENT. 3. REMOVE AND REPLACE NAVIGATION AID AT THE HEAD OF THE BREAKWATER.
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TYPICAL SOUTH BREAKWATER SECTION
AutoCAD SHX Text STATION 35+00 TO STATION 41+80 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE SOUTH BREAKWATER ALIGNMENT.
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TYPICAL SOUTH BREAKWATER SECTION
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AutoCAD SHX Text STATION 41+80 TO STATION 42+80 AND SOUTH BREAKWATER HEAD SECTION 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE SOUTH BREAKWATER ALIGNMENT. 3. REMOVE AND REPLACE NAVIGATION AID AT THE HEAD OF THE BREAKWATER.
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ELEV. -10'
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SECTION A AND B ARMOR PLACEMENT
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MHHW 8.93'
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MLLW 0.00'
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MHHW 8.93'
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ARMOR ROCK (2 STONE THICKNESS ABOVE +0')
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HARBOR SIDE SEA SIDE
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SEA SIDE HARBOR SIDE
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ELEV. -10'
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AutoCAD SHX Text STATION 17+00 TO STATION 18+63 1. SECTION VERTICAL UNITS ARE FEET MEAN LOWER LOW WATER (MLLW). 2. SECTION HORIZONTAL UNITS ARE REFERENCE PERPENDICULAR TO THE NORTH BREAKWATER ALIGNMENT.
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D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R D
A T
E D
E S
C R
I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
V
I S
T I N
G
S
E C
T I O
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
C
H I
C H
K
P
W K
B B
J U
IFB
C H
I G
N
R
B O
R
B
R E
A K
W A
T E
R
R
E P
A I R
S
C H
I G
N I K
A
L A
S
T
E D
C E
P O
A E
N G
D
B
L I S
S
E N
G
H
H
D
G
I N
T E
R
M P
D
L N
O
M P
D
L N
O
C I V
I L
AutoCAD SHX Text
HARBOR SIDE SEA SIDE
AutoCAD SHX Text
HARBOR SIDE SEA SIDE
HARBOR SIDE SEA SIDE
E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
NORTH BREAKWATER 17+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
NORTH BREAKWATER 17+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
NORTH BREAKWATER 17+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
NORTH BREAKWATER 17+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
OPTION 0007
ARMOR ROCK
OPTION 0007
ARMOR ROCK
OPTION 0007
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
C V
E
X I S
T I N
G
S
E C
T I O
N S
S E
C T
I O
N S
C-303
S E
C T
I O
N S
ALASKA DISTRICT
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R D
A T
E D
E S
C R
I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
V
I S
T I N
G
S
E C
T I O
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
C
H I
C H
K
P
W K
B B
J U
IFB
C H
I G
N
R
B O
R
B
R E
A K
W A
T E
R
R
E P
A I R
S
C H
I G
N I K
A
L A
S
T
E D
C E
P O
A E
N G
D
B
L I S
S
E N
G
H
H
D
G
I N
T E
R
M P
D
L N
O
M P
D
L N
O
C I V
I L
AutoCAD SHX Text
HARBOR SIDE SEA SIDE
AutoCAD SHX Text
HARBOR SIDE SEA SIDE
HARBOR SIDE SEA SIDE
E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 40+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 40+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 40+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 41+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 41+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 41+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 41+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 42+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 42+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 42+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 42+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 43+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
ARMOR ROCK
OPTION 0006
ARMOR ROCK
OPTION 0006
ARMOR ROCK
OPTION 0006
ARMOR ROCK
OPTION 0006
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
C V
E
X I S
T I N
G
S
E C
T I O
N S
S E
C T
I O
N S
C-304
S E
C T
I O
N S
ALASKA DISTRICT
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R D
A T
E D
E S
C R
I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
V
I S
T I N
G
S
E C
T I O
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
C
H I
C H
K
P
W K
B B
J U
IFB
C H
I G
N
R
B O
R
B
R E
A K
W A
T E
R
R
E P
A I R
S
C H
I G
N I K
A
L A
S
T
E D
C E
P O
A E
N G
D
B
L I S
S
E N
G
H
H
D
G
I N
T E
R
M P
D
L N
O
M P
D
L N
O
C I V
I L
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
SEA SIDE HARBOR SIDE
E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 37+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 37+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 37+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 38+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 38+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 38+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 38+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 39+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 39+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 40+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 39+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 39+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
ARMOR ROCK
OPTION 0005
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
C V
E
X I S
T I N
G
S
E C
T I O
N S
S E
C T
I O
N S
C-305
S E
C T
I O
N S
ALASKA DISTRICT
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R D
A T
E D
E S
C R
I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
V
I S
T I N
G
S
E C
T I O
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
C
H I
C H
K
P
W K
B B
J U
IFB
C H
I G
N
R
B O
R
B
R E
A K
W A
T E
R
R
E P
A I R
S
C H
I G
N I K
A
L A
S
T
E D
C E
P O
A E
N G
D
B
L I S
S
E N
G
H
H
D
G
I N
T E
R
M P
D
L N
O
M P
D
L N
O
C I V
I L
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 35+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 35+50.00
-60
-50
-40
-30
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-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 35+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
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T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 36+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 36+25.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 36+50.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 36+75.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 37+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
E L E
V A
T I
T
E L E
V A
T I
T
BASELINE OFFSET
SOUTH BREAKWATER 35+00.00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 25 50 75 100 125 1500-25-50-75-100-125-150
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
ARMOR ROCK
BASE
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
C V
E
X I S
T I N
G
S
E C
T I O
N S
S E
C T
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C-306
S E
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N S
ALASKA DISTRICT
D R
A W
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G
F I L
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D W
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S
C A
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P L
A
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R
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A
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F
E
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I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
V
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T I N
G
S
E C
T I O
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
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C
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C
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H I
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B B
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G
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R
M P
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M P
D
L N
O
C I V
I L
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
AutoCAD SHX Text
SEA SIDE HARBOR SIDE
NOT TO SCALE
PLAN VIEW
2 @ 9" & 4"=7'-0"
1 @ 4", 2 @ 9", 4 @ 10"
TOP & BOTTOM EA. WAY.
9-#6 BENT BARS
TYP. 4 SIDES
9-#6 REINFORCING BARS
PLACE AROMOR ROCK AROUND PERIMETER
OF CONCRETE BASE, PROVIDE MAXIMUM
PRACTICAL INTERLOCKING.
ALASKA DISTRICT
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
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N
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S I D
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I N
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C
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A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
H I G
N
A
N S d s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
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S o n
P
M
C
H I
C H
K
P
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B B
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C H
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B O
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B
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W A
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A I R
S
C H
I G
N I K
A
L A
S
C H
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N
A
N S
D E
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I L
S
C-501
N A
V I G
A T
I O
N
A
M
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K E
R
B
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C E
P O
A E
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G
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H
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G
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T E
R
M P
D
L N
O
M P
D
L N
O
C I V
I L
AutoCAD SHX Text
NAVIGATION AID MARKER BASE
AutoCAD SHX Text 7'
AutoCAD SHX Text 7'
AutoCAD SHX Text
1" TYP.
AutoCAD SHX Text 7'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1"
AutoCAD SHX Text 4"
AutoCAD SHX Text %%uNAVIGATION AID MARKER BASE NOTES
AutoCAD SHX Text 3.
AutoCAD SHX Text 2.
AutoCAD SHX Text 1.
AutoCAD SHX Text NAVIGATION MARKER BASES SHALL BE LEVEL PLACED ON A LAYER OF LEVELING ROCK. LEVELING ROCK SHALL CONSIST OF ROCK WEIGHING LESS THAN 100 POUNDS BUT MORE THAN 2 POUNDS. ARMOR ROCK DIRECTLY UNDER THE LEVELING ROCK LAYER SHALL BE CHINKED WITH LEVELING ROCK TO MINIMIZE VOIDS UNDER MARKER BASES. THE SURFACE OF THE UNDERLYING LEVELING ROCK AND THE FINAL PLACEMENT OF THE CONCRETE BASES SHALL BE LEVEL. ARMOR ROCK SHALL BE PLACED AS SHOWN AROUND THE PERIMETER OF THE CONCRETE BASES TO INTERLOCK THEM WITH THE SURROUNDING ARMOR ROCK TO THE MAXIMUM EXTENT POSSIBLE. EXACT LOCATION OF MARKER BASES TO BE DETERMINED IN THE FIELD.
AutoCAD SHX Text AFTER CONSTRUCTION OF THE NEW NAVIGATION AID MARKER BASES, THE CONTRACTOR SHALL PERFORM A THIRD ORDER SURVEY TO ESTABLISH HORIZONTAL AND VERTICAL CONTROL ON THE CENTER OF EACH MARKER'S BASE. THIS DATA SHALL BE PROVIDED TO THE CONTRACTING OFFICER.
AutoCAD SHX Text 17TH COAST GUARD DISTRICT, WATERWAYS MANAGEMENT BRANCH, JUNEAU, AK ; (907) 463-2267 OR (907) 463-2265, WILL PROVIDE THE CONTRACTOR WITH THE APPROPRIATE NUMBER OF ANCHOR BOLTS AND AN INSTALLATION TEMPLATE FOR THE NAVIGATION MARKER TOWERS. THE CONTRACTOR SHALL INSTALL THE ANCHOR BOLTS IN THE BASES DURING FABRICATION.
AutoCAD SHX Text 6.
AutoCAD SHX Text 5.
AutoCAD SHX Text 4.
AutoCAD SHX Text 4"
AutoCAD SHX Text 3'
AutoCAD SHX Text
ARMOR ROCK WITH CHINKING
AutoCAD SHX Text CONCRETE SHALL CONFORM TO ASTM C-94 ALTERNATIVE NUMBER 2, WITH F'c=5000 PSI AND AIR CONTENT OF 5 TO 7 PERCENT.
AutoCAD SHX Text
REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60.
AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE A MIN. 4" CONCRETE COVER FOR BOTTOM REINFORCING BARS AND A MIN. OF 3" COVER FOR TOP AND SIDE BARS.
AutoCAD SHX Text G
AutoCAD SHX Text C501
AutoCAD SHX Text
NAVIGATION AID MARKER BASE SECTION
AutoCAD SHX Text G
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text C-501
AutoCAD SHX Text 6"
AutoCAD SHX Text 1.5'
LEVELING LAYER
FIGURE 5: SOUTH BREAKWATER (BASE)
FIGURE 4: SOUTH BREAKWATER SEAWARD SIDE (OPTION 0005 & 0006)
FIGURE 3: NORTH BREAKWATER HARBOR SIDE (OPTION 0007)
FIGURE 1: NORTH BREAKWATER SEAWARD SIDE (BASE ITEM) FIGURE 2: NORTH BREAKWATER HEAD (BASE ITEM)
C
P
H O
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P
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S E
N T
A T
I O
N S
C-901
P H
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O
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P O
A E
N G
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S
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G
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M D
P
L N
O
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P
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C I V
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ALASKA DISTRICT
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
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D A
T E
A C
T I O
N S
Y M
D R
A W
N
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S I D
E N
T
E
N G
I N
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R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R D
A T
E D
E S
C R
I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
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S U
B M
I T
T E
D
D E
S I G
N E
D
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V I E
W E
D
C H
I E
A
N C
H
C H
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C
T I O
N
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A
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Y
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N G
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D
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T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
O
E
N P u b l i c E n g i n e e r U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
O
E
E T d s t s a v e d o n
P
M w a s p l o t t e d b y
T e d r i c k
R o b e r t
A
R M
Y
C
E P
S o n
P
M
U
N K
U N
K A
P
N o
W K
B C
J U
IFB
R I V
V
E T
M E
A
I
U N
A L
A K
L E
E T
A
L A
S a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
H K
X d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 14 of 20
EXHIBIT 1 - PROJECT CONDITION SURVEY, CHK008-X-701.dwg
EXHIBIT X-701
CHK008 IFB JULY 2017
a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H K
D w g s C
A D
C
H K
X d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
H u b b e l l
E u g e n
C
A
R M
Y
C
E P
S o n
P
M
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 15 of 20
EXHIBIT 2 - PROJECT CONDITION SURVEY, CHK008-X-702.dwg
EXHIBIT X-702
EXHIBIT X-704
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 16 of 20
ORIGINAL PLANS, X-704 ORIGINAL PLANS.dwg
EXHIBIT X-705
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 17 of 20
EXHIBIT X-706
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 18 of 20
EXHIBIT X-707
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 19 of 20
EXHIBIT X-708
5-CHI-164-10-01, W911KB-17-B-0003, Sheet 20 of 20
| G-001 COVER SHEET |
| G-002 INDEX SHEET |
| C-101 LOCATION AND VICINITY MAP |
| C-102 SITE PLAN |
| C-103 SURVEY PLAN |
| C-301 TYPICAL SECTIONS |
| C-302 SECTIONS |
| C-303 SECTIONS |
| C-304 SECTIONS |
| C-305 SECTIONS |
| C-306 SECTIONS |
| C-501 NAVIGATION AID MARKER BASE |
| C-901 PHOTO SHEET |
| X-701 EXHIBIT 1 - PROJECT CONDITION SURVEY |
| X-702 EXHIBIT 2 - PROJECT CONDITION SURVEY |
| X-704 ORIGINAL PLANS |
| X-705 ORIGINAL PLANS |
| X-706 ORIGINAL PLANS |
| X-707 ORIGINAL PLANS |
| X-708 ORIGINAL PLANS |
File details come from the government source that posted it. Updated .