Attachment 10 Plans Replacement Pages.pdf
PDF 21 MB Posted
- Solicitation number
- W9123822B0003
About this file
This federal contract opportunity solicitation seeks design-bid-build construction services for stream bank protection and stabilization of an existing levee along the Lower American River in Sacramento, California. The scope of work includes roughly 5,500 feet of stream bank protection and stabilization of the existing levee to protect critical infrastructure against erosion during large flood events. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Sacramento with an estimated value between $25 million and $100 million. Offerors are required to have prior experience in construction of tunnels and subsurface structures according to NAICS code 237990. The solicitation will utilize a pre-qualified sources list and winning bidders must submit a subcontracting plan if the business is designated as large.
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Text version
00-100-200
LAUNCHABLE ROCK
TOE PROTECTION
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456852C-301.dwg
A B E
OFFSETS (SEE TABLE BELOW)
W
FINISH GRADE
VARIES
3:1
1.5 :1
FG PLANTING BENCH
(SEE NOTES 1 TO 5 )
D
2%
16'
2:1
12" BEDDING MATERIAL: 6" FINE BEDDING
LAYER ON SUBGRADE THEN
6" COARSE BEDDING LAYER
24" SOIL-FILLED ROCK SLOPE PROTECTION
F G
12" AGGREGATE
BASE SEE NOTE
6'
2:1
EXISTING
GROUND
NOTES:
1. THE ROCK TOE PROTECTION IS KEYED INTO THE EXISTING CHANNEL
BED AND WILL REQUIRE EXCAVATION OF CHANNEL BED MATERIAL FOR
PLACEMENT.
2. EXCAVATION OF THE CHANNEL BED AND PLACEMENT OF THE ROCK
TOE PROTECTION WILL REQUIRE INSTALLATION OF TURBIDITY
CURTAINS PRIOR TO WORK. REFER TO SPECIFICATION SECTION 01 57
19.
3. EXCAVATED CHANNEL MATERIAL CAN BE USED TO FILL UNDER THE
PLANTING BENCH ABOVE ROCK TOE PROTECTION AND BELOW THE
SOIL FILL, OR AS BEDDING MATERIAL BEHIND THE ROCK TOE
PROTECTION.
4. THE GEOTEXTILE FABRIC MUST BE PLACED OVER THE ROCK TOE
PROTECTION PRIOR TO PLACEMENT OF SOIL FILL AND TOPSOIL.
5. THE ELEVATION OF THE TOE OF THE PLANTING BENCH (OFFSET 'E')
SLOPES DOWNSTREAM BETWEEN EACH ROCK TIEBACK. SEE PROFILE
AND SHEET C-501. THIS ELEVATION IS LIKELY TO BE AT OR BELOW THE
WATER SURFACE ELEVATION DURING TIME OF CONSTRUCTION.
6. SEED ALL AREAS OF TOPSOIL PER PLANTING SHEETS AND
SPECIFICATIONS.
7. INSTALL FIBER ROLL AT GRADE BREAKS PER DETAIL 3, SHEET C-503.
8. INSTALL EROSION CONTROL FABRIC, SHEETS C-501 AND C-502, ON ALL
PLANTING BENCHES AND UP SLOPE TO ELEVATION 35.
9. LETTERS SHOWN IN CALLOUTS ON THIS SHEET REFERENCE THE
OFFSET/ELEVATION DATA TABLE.
10. CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO THE
PROJECT ALIGNMENT
11. ELEVATIONS SHOWN IN THE SECTION VIEW ARE FOR RELATIVE
REFERENCE ONLY - SEE THE OFFSET/ELEVATION OFFSET TABLE FOR
ACTUAL ELEVATIONS.
12. BETWEEN OFFSETS 'A' AND 'D', CLEAR AND GRUB WHILE MAINTAINING
EXISTING GRADE. THEN PLACE ON STRIPPED GRADE THE BEDDING
MATERIAL, SOIL-FILLED ROCK, AND TOP SOIL TO SPECIFIED
THICKNESSES. .
13. OFFSET AND ELEVATIONS FOR OFFSETS 'B' AND 'C' MAY VARY BY UP TO
TWO FEET FROM THOSE SHOWN ON THE TABLE ON THIS SHEET DUE TO
VARIABILITY IN THE EXISTING GROUND. VARIABILITY IN THESE OFFSETS
IS ALLOWABLE PROVIDED THE MINIMUM LAYER THICKNESSES AS
SHOWN ON THE CROSS-SECTION ARE CONSTRUCTED.
14. THE AGGREGATE BASE IS TO BE PLACED TO RECONSTRUCT THE
EXISTING MAINTENANCE ROAD ON TOP OF THE SOIL FILLED ROCK.
IN-WATER WORK NOTES:
1. PLACEMENT OF THE ROCK TOE PROTECTION AND PLANTING BENCH
WILL REQUIRE WORKING BELOW INSTREAM WATER LEVELS. THE
CONTRACTOR MAY BE REQUIRED TO TEMPORARILY OVERBUILD
SECTIONS TO PROVIDE WORKING PLATFORMS, USE SPECIALTY
EQUIPMENT, AND/OR STAGE CONSTRUCTION TO FINISH WORK DURING
LOWER WATER LEVELS.H: 1"=20' V: 1"=10'
TYPICAL SECTION STA 310+00 TO 316+00 AND 325+00 TO 333+66
APPROXIMATE LOADING RATES (CY/LF) STA. 310+00 TO 316+00
AVERAGE MAXIMUM
EXCAVATION 10 12
ROCK TOE PROTECTION 10 10
ROCK SLOPE PROTECTION 15 16
PLANTING BENCH SOIL FILL 3 3
APPROXIMATE LOADING RATE NOTES:
1. A RANGE OF QUANTITIES ARE PROVIDED TO AID IN PLANNING MATERIAL
DELIVERY, STAGING, AND INSTALLATION.
2. THE ROCK TOE PROTECTION LOADING RATES DO NOT INCLUDE
QUANTITIES FOR CONSTRUCTING ROCK TIE BACKS.
3. QUANTITIES PROVIDED ARE APPROXIMATE FOR MEETING FINISHED GRADE
AND DIMENSIONS AS SHOWN ON THE DRAWINGS. FINISH ELEVATIONS
SHOWN ON THE DRAWINGS WILL GOVERN CONSTRUCTION QUANTITIES.
4. TOPSOIL PLACED IN THE PLANTING BENCH IS REQUIRED TO BE PLACED IN
BIODEGRADABLE BURLAP SANDBAGS WHERE FINISHED GRADE IS LESS
THAN 0.5 FEET ABOVE THE AMBIENT WATER LEVEL. FOR MEDIAN WATER
LEVELS EXPECTED DURING CONSTRUCTION, APPROXIMATELY 60% OF THE
PLANTING BENCH AREA WILL REQUIRE TOPSOIL TO BE PLACED IN
SANDBAGS.
APPROXIMATE LOADING RATES (CY/LF) STA. 325+00 TO 333+66
AVERAGE MAXIMUM
EXCAVATION 4 4
ROCK TOE PROTECTION 12 16
ROCK SLOPE PROTECTION 9 10
PLANTING BENCH SOIL FILL 3 3
3:1
EXISTING
O&M ROAD
36" ROCK TOE PROTECTION
SOIL FILL
EXCAVATED CHANNEL BED
MATERIAL, BEDDING
MATERIAL, OR SOIL FILL
TOPSOIL
GEOTEXTILE FABRIC
EXTENDS UNDER SOIL FILL
TO OFFSET 'E'
3' M
IN
2'
J
LEGEND
ROCK TOE PROTECTION
SOIL FILL
SOIL-FILLED ROCK SLOPE PROTECTION
AGGREGATE BASE
BEDDING MATERIAL
TOPSOIL
EXCAVATED CHANNEL BED MATERIAL
12" TOPSOIL, SEE
NOTES 6, 7, & 8
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OFFSET/ELEVATION DATA: SOIL-FILLED ROCK SLOPE PROTECTION AND ROCK TOE PROTECTION WITH PLANTING BENCH
STATION ON PROJECT
ALIGNMENT
TOP OF TOP SOIL
A
GB AGGREGATE BASE
B
GB TOP SOIL
C
TOP PLANTING BENCH
D
(PROJECT ALIGNMENT)
TOE PLANTING BENCH /
TOP ROCK TOE PROTECT.
E
TOE LAUNCHABLE ROCK
TOE PROTECTION
W
GB LAUNCHABLE ROCK
TOE PROTECTION -
LANDWARD
F
GB LAUNCHABLE ROCK
TOE PROTECTION -
RIVERWARD
G
BOTTOM OF
PLANTING BENCH
SOIL FILL
J
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
ELEVATION
(FEET, NAVD88)
310+00 -121.1 48.1 -90.6 42.8 -63.4 42.2 0.0 17.5 35.0 16.0 39.0 16.0 20.6 5.7 SEE DETAIL 8, SHEET C-504 11.5
311+78 -135.3 48.3 -92.4 43.0 -62.3 42.4 0.0 17.5 35.0 16.0 52.3 9.8 22.1 5.9 42.1 5.9 11.5
311+81 -135.4 48.3 -92.2 43.0 -62.2 42.4 0.0 17.5 35.0 14.5 50.5 9.8 22.1 5.9 42.1 5.9 11.5
312+38 -137.5 48.3 -92.0 43.0 -62.2 42.4 0.0 17.5 35.0 16.0 53.5 9.2 22.1 5.9 42.1 5.9 11.5
312+41 -137.5 48.3 -92.4 43.0 -62.3 42.4 0.0 17.5 35.0 14.5 51.7 9.2 22.1 5.9 42.1 5.9 11.5
313+69 -123.8 48.2 -98.2 44.7 -66.4 44.0 0.0 17.5 35.0 16.0 52.2 10.0 22.1 5.9 42.1 5.9 11.5
313+72 -123.7 48.2 -98.2 44.7 -66.4 44.0 0.0 17.5 35.0 14.5 50.1 10.0 22.1 5.9 42.1 5.9 11.5
314+56 -129.9 48.2 -95.5 44.6 -66.4 44.1 0.0 17.5 35.0 16.0 52.2 10.0 22.1 5.9 42.1 5.9 11.5
314+59 -130.0 48.2 -95.3 44.6 -66.4 44.0 0.0 17.5 35.0 14.5 50.0 10.0 22.1 5.9 42.1 5.9 11.5
315+76 -117.1 48.1 -89.8 43.9 -64.7 43.4 0.0 17.5 35.0 16.0 50.1 11.1 22.1 5.9 42.1 5.9 11.5
315+79 -116.8 48.1 -89.7 43.9 -64.6 43.7 0.0 17.5 35.0 14.5 47.9 11.0 22.1 5.9 42.1 5.9 11.5
325+11 -115.1 48.1 -93.8 44.5 -51.7 44.2 0.0 18.3 35.0 17.5 57.5 9.2 22.1 6.6 50.0 6.6 12.0
325+16 -115.3 48.1 -94.1 45.1 -51.8 44.2 0.0 18.3 35.0 15.0 53.6 8.7 22.1 6.6 49.9 6.6 12.0
325+71 -117.7 48.1 -97.1 45.4 -53.9 44.5 0.0 18.4 35.0 17.5 56.7 9.4 22.1 6.6 48.9 6.6 12.0
325+76 -117.9 48.1 -97.4 45.2 -64.9 44.5 0.0 18.4 35.0 15.0 53.0 9.2 22.1 6.6 48.8 6.6 12.0
326+91 -116.3 48.1 -97.3 45.6 -66.2 45.0 0.0 18.5 35.0 17.5 56.9 9.3 22.1 6.6 46.7 6.6 12.0
326+96 -115.9 48.1 -97.1 45.6 -66.3 45.0 0.0 18.5 35.0 15.0 53.2 8.9 22.1 6.6 46.6 6.6 12.0
327+82 -108.9 48.1 -92.1 46.0 -67.2 45.5 0.0 18.6 35.0 18.0 55.4 10.2 22.1 6.6 45.0 6.6 12.0
327+88 -108.4 48.1 -91.7 46.0 -67.2 45.5 0.0 18.6 35.0 15.0 50.9 10.1 22.1 6.6 44.9 6.6 12.0
328+43 -105.6 48.1 -89.5 46.0 -67.2 45.6 0.0 18.7 35.1 18.0 54.6 10.6 23.0 7.0 44.9 6.6 12.0
328+49 -105.4 48.1 -89.3 46.0 -67.2 45.6 0.0 18.7 35.0 15.0 50.9 10.0 23.0 7.0 43.8 6.0 12.0
329+34 -103.3 48.1 -88.3 46.2 -67.4 45.8 0.0 18.9 35.0 18.0 54.4 10.9 23.0 7.0 42.2 6.0 12.0
329+40 -103.3 48.1 -88.4 46.3 -67.4 45.8 0.0 18.9 35.0 15.0 50.0 10.6 23.0 7.0 42.1 6.0 12.0
330+20 -103.1 48.1 -88.9 46.4 -72.1 46.1 0.0 19.1 35.0 17.3 54.4 10.5 23.0 7.0 41.0 6.0 12.0
330+56 -103.0 48.1 -89.6 46.8 -72.8 46.4 0.0 17.4 35.0 17.3 54.6 10.5 23.0 7.0 41.0 6.0 12.0
330+66 -103.1 48.1 -90.1 47.2 -69.6 46.8 0.0 19.0 35.0 15.0 50.1 10.5 23.0 7.0 41.0 6.0 12.0
331+20 -108.3 49.3 *NO GRADE BREAK -75.0 49.0 0.0 19.0 35.0 18.0 56.1 10.1 23.0 7.0 45.1 6.0 12.0
331+27 -108.2 49.3 *NO GRADE BREAK -75.0 49.0 0.0 19.0 35.0 15.0 52.6 10.2 23.0 7.0 45.4 6.0 12.0
332+38 -109.1 49.2 *NO GRADE BREAK -75.0 49.0 0.0 19.0 35.0 18.0 60.7 6.9 23.0 7.0 53.9 6.0 12.0
332+44 -109.2 49.3 *NO GRADE BREAK -75.0 49.0 0.0 19.0 35.5 15.0 57.4 7.3 23.0 7.0 54.3 6.0 12.0
333+60 -102.7 49.1 *NO GRADE BREAK -73.9 48.5 0.0 19.0 35.0 18.0 63.6 6.8 23.0 7.0 63 6.0 12.0
333+66 -101.8 49.1 *NO GRADE BREAK -68.5 46.4 0.0 19.0 35.0 15.0 58.4 7.0 23.0 7.0 58.4 7.0 12.0
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456852C-301.dwg
A B E
OFFSETS
(SEE TABLE BELOW)
W
FINISH GRADE
EXISTING
GROUND
VARIES
2:1
1.5 :1
FG PLANTING
BENCH
(SEE NOTES 6
TO 10)
3:1
16'
D
12" BEDDING MATERIAL: 6" FINE BEDDING
LAYER ON SUBGRADE THEN
6" COARSE BEDDING LAYER
24" SOIL-FILLED ROCK SLOPE
PROTECTION
12" TOPSOIL, SEE
NOTES 11 & 12
12" AGGREGATE
BASE SEE
NOTE 19
APPROX. EXTENTS OF SITE 6.4 L
EXISTING SOIL COVERED ROCK
REVETMENT, SEE NOTES 1 TO 5
F G
6'
2:1
2%
LAUNCHABLE ROCK
TOE PROTECTION
H: 1"=20' V: 1"=10'
TYPICAL SECTION STA 316+00 TO 325+00
APPROXIMATE LOADING RATES (CY/LF)
AVERAGE MAXIMUM
EXCAVATION 8 10
ROCK TOE PROTECTION 11 12
ROCK SLOPE PROTECTION 7 8
PLANTING BENCH SOIL FILL 3 3
APPROXIMATE LOADING RATE NOTES:
1. A RANGE OF QUANTITIES ARE PROVIDED TO AID IN PLANNING
MATERIAL DELIVERY, STAGING, AND INSTALLATION.
2. THE ROCK STONE TOE PROTECTION LOADING RATES DO NOT
INCLUDE QUANTITIES FOR CONSTRUCTING ROCK TIE BACKS.
3. QUANTITIES PROVIDED ARE APPROXIMATE FOR MEETING
FINISHED GRADE AND DIMENSIONS AS SHOWN ON THE
DRAWINGS. FINISH ELEVATIONS SHOWN ON THE DRAWINGS WILL
GOVERN CONSTRUCTION QUANTITIES.
4. TOPSOIL PLACED IN THE PLANTING BENCH IS REQUIRED TO BE
PLACED IN BIODEGRADABLE BURLAP SANDBAGS WHERE
FINISHED GRADE IS LESS THAN 0.5 FEET ABOVE THE AMBIENT
WATER LEVEL. FOR MEDIAN WATER LEVELS EXPECTED DURING
CONSTRUCTION, APPROXIMATELY 60% OF THE PLANTING BENCH
AREA WILL REQUIRE TOPSOIL TO BE PLACED IN SANDBAGS.
EXISTING
O&M ROAD
36" ROCK TOE PROTECTION
SOIL FILL
EXCAVATED CHANNEL BED
MATERIAL, BEDDING
MATERIAL, OR SOIL FILL
TOPSOIL
GEOTEXTILE FABRIC
EXTENDS UNDER SOIL FILL
TO OFFSET 'E'
3' M
IN
2'
J
NOTES:
1. TWO PREVIOUS ROCK REVETMENT DESIGNS ARE LOCATED WITHIN THIS PROJECT FOOTPRINT. THE SITE 6.4L SITE
AND A 1964 EMERGENCY REPAIR. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND EXTENT OF EACH DESIGN.
2. THE 6.4L SITE INCLUDES A ROCK RIPRAP BLANKET OVERLAIN WITH APPROXIMATELY ONE FOOT OF GRASS COVERED
TOP SOIL, AND AN EXPOSED ROCK TOE ABOVE THE EXPECTED WATER LEVEL DURING TIME OF CONSTRUCTION.
3. THE 1964 EMERGENCY REPAIR INCLUDED INSTALLATION OF FIVE ROCK DIKES. SEE DETAIL 1 ON SHEET C-503 FOR
WORK NEAR ROCK DIKES.
4. CLEAR, GRUB, AND STRIP PER SPECIFICATIONS OVER RM 6.4L EXISTING ROCK REVETMENT.
5. CONSTRUCT SOIL-FILLED ROCK SLOPE PROTECTION DIRECTLY ON TOP OF RM 6.4L EXISTING ROCK REVETMENT.
BEDDING MATERIAL IS NOT REQUIRED.
6. THE ROCK TOE PROTECTION IS KEYED INTO THE EXISTING CHANNEL BED AND WILL REQUIRE EXCAVATION OF
CHANNEL BED MATERIAL FOR PLACEMENT.
7. EXCAVATION OF THE CHANNEL BED AND PLACEMENT OF THE ROCK TOE PROTECTION WILL REQUIRE INSTALLATION
OF TURBIDITY CURTAINS PRIOR TO WORK. REFER TO SPECIFICATION SECTION 01 57 19.
8. EXCAVATED CHANNEL MATERIAL CAN BE USED TO FILL UNDER THE PLANTING BENCH ABOVE ROCK TOE PROTECTION
AND BELOW THE SOIL FILL, OR AS BEDDING MATERIAL BEHIND THE ROCK TOE PROTECTION.
9. THE GEOTEXTILE FABRIC MUST BE PLACED OVER THE ROCK TOE PROTECTION PRIOR TO PLACEMENT OF SOIL FILL
AND TOPSOIL.
10. THE ELEVATION OF THE TOE OF THE PLANTING BENCH (OFFSET 'E') SLOPES DOWNSTREAM BETWEEN EACH ROCK
TIEBACK. SEE PROFILE AND SHEET C-501. THIS ELEVATION IS LIKELY TO BE AT OR BELOW THE WATER SURFACE
ELEVATION DURING TIME OF CONSTRUCTION.
11. SEED ALL AREAS OF SOIL FILL PER PLANTING SHEETS AND SPECIFICATIONS.
12. INSTALL FIBER ROLL ON SOIL-FILLED ROCK SLOPE PROTECTION AT GRADE BREAKS PER DETAIL 3, SHEET C-503.
13. INSTALL EROSION CONTROL FABRIC, SHEETS C-501 AND C-502, ON ALL PLANTING BENCHES AND UP SLOPE TO
ELEVATION 35.
14. LETTERS SHOWN IN CALLOUTS ON THIS SHEET REFERENCE THE OFFSET/ELEVATION DATA TABLE.
15. CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO THE PROJECT ALIGNMENT
16. ELEVATIONS SHOWN IN THE SECTION VIEW ARE FOR RELATIVE REFERENCE ONLY - SEE THE OFFSET/ELEVATION
OFFSET TABLE FOR ACTUAL ELEVATIONS.
17. BETWEEN OFFSETS 'A' AND 'D', CLEAR AND GRUB WHILE MAINTAINING EXISTING GRADE. THEN PLACE ON STRIPPED
GRADE THE SOIL-FILLED ROCK, AND TOP SOIL TO SPECIFIED THICKNESSES.
18. OFFSET AND ELEVATIONS FOR OFFSETS 'B' AND 'C' MAY VARY BY UP TO TWO FEET FROM THOSE SHOWN ON THE
TABLE ON THIS SHEET DUE TO VARIABILITY IN THE EXISTING GROUND. VARIABILITY IN THESE OFFSETS IS ALLOWABLE PROVIDED THE MINIMUM LAYER THICKNESSES AS SHOWN ON THE CROSS-SECTION ARE CONSTRUCTED.
19. THE AGGREGATE BASE IS TO BE PLACED TO RECONSTRUCT THE EXISTING MAINTENANCE ROAD ON TOP OF THE SOIL
FILLED ROCK.
IN-WATER WORK NOTES:
1. PLACEMENT OF THE ROCK TOE PROTECTION AND PLANTING BENCH WILL REQUIRE WORKING BELOW INSTREAM
WATER LEVELS. THE CONTRACTOR MAY BE REQUIRED TO TEMPORARILY OVERBUILD SECTIONS TO PROVIDE WORKING PLATFORMS, USE SPECIALTY EQUIPMENT, AND/OR STAGE CONSTRUCTION TO FINISH WORK DURING
LOWER WATER LEVELS.
LEGEND
ROCK TOE PROTECTION
SOIL FILL
SOIL-FILLED ROCK SLOPE PROTECTION
AGGREGATE BASE
BEDDING MATERIAL
TOPSOIL
EXCAVATED CHANNEL BED MATERIAL
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XX
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8-
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-X
XX
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1-
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-D
OFFSET/ELEVATION DATA: SOIL-FILLED ROCK SLOPE PROTECTION WITH PLANTING BENCH AT EXISTING SITE 6.4L
STATION ON PROJECT
ALIGNMENT
TOP OF TOP SOIL
A
GB AGGREGATE BASE
B
GB SOIL-FILLED ROCK
SLOPE PROTECTION
C
TOP PLANTING BENCH
D
TOE PLANTING BENCH /
TOP ROCK TOE PROTECT.
E
TOE LAUNCHABLE ROCK
TOE PROTECTION
W
GB LAUNCHABLE ROCK
TOE PROTECTION -
LANDWARD
F
GB LAUNCHABLE ROCK
TOE PROTECTION -
RIVERWARD
G
BOTTOM OF
PLANTING BENCH
SOIL FILL
J
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
OFFSET
(FEET)
ELEVATION
(FEET, NAVD88)
ELEVATION
(FEET, NAVD88)
316+36 -110.3 48.1 -86.9 43.9 -51.4 43.2 0 17.5 35 16.0 49.5 11.5 22.1 5.9 32.1 4.9 11.5
316+39 -110.1 48.1 -86.7 43.9 -51.5 43.2 0 17.5 35 14.5 47.0 11.5 22.1 5.9 32.1 4.9 11.5
317+26 -99.4 48.1 -80.6 44.7 -53.3 44.2 0 17.5 35 16.0 47.0 12.4 22.1 5.9 32.1 4.9 11.5
317+29 -98.9 48.1 -80.4 44.7 -53.4 44.2 0 17.5 35 14.5 46.1 12.0 22.1 5.9 32.1 4.9 11.5
318+19 -93.0 48.1 -77.5 45.4 -55.1 45.0 0 17.5 35 16.5 49.0 11.6 22.1 5.9 32.1 4.9 11.5
318+23 -93.0 48.1 -77.7 45.5 -55.1 45.1 0 17.5 35 14.5 46.7 11.6 22.1 5.9 32.1 4.9 11.5
318+89 -94.8 48.1 -78.8 45.5 -55.0 45.0 0 17.5 35 16.5 50.5 11.5 22.1 5.9 32.1 4.9 11.5
318+93 -94.9 48.1 -78.8 45.5 -55.0 45.0 0 17.5 35 14.5 47.1 11.5 22.1 5.9 32.1 4.9 11.5
319+39 -96.8 48.1 -79.3 45.3 -54.5 44.8 0 17.5 35 16.5 50.9 11.3 22.1 5.9 32.1 4.9 11.5
319+43 -96.9 48.1 -79.3 45.3 -54.4 44.8 0 17.6 35 14.5 47.8 11.1 22.1 5.9 32.1 4.9 11.5
319+99 -98.5 48.1 -79.9 45.1 -53.7 44.6 0 17.7 35 17.0 51.7 11.4 22.1 5.9 32.1 4.9 11.5
320+04 -98.7 48.1 -79.9 45.1 -53.7 44.5 0 17.7 35 14.5 47.7 11.2 22.1 5.9 32.1 4.9 11.5
321+19 -100.4 48.1 -80.9 44.6 -52.3 44.0 0 17.9 35 17.0 51.1 11.6 22.1 5.9 32.1 4.9 11.5
321+24 -100.5 48.1 -80.7 44.6 -54.5 45.1 0 17.9 35 14.5 46.8 11.6 22.1 5.9 32.1 4.9 11.5
322+10 -101.4 48.1 -81.1 44.2 -51.6 43.8 0 18.0 35 17.0 53.4 10.6 22.1 6.6 38.4 6.6 11.5
322+15 -101.6 48.1 -81.2 44.4 -51.6 43.8 0 18.0 35 14.5 49.0 10.5 22.1 6.6 38.8 6.6 11.5
322+70 -104.0 48.1 -83.1 44.5 -51.5 43.8 0 18.1 35 17.5 55.0 10.4 22.1 6.6 42.9 6.6 12.0
322+75 -104.1 48.1 -83.3 44.5 -51.5 43.8 0 18.1 35 15.0 50.5 10.2 22.1 6.6 43.2 6.6 12.0
323+91 -109.6 48.1 -83.3 44.6 -51.4 43.9 0 18.2 35 17.5 57.5 8.7 22.1 6.6 51.7 6.6 12.0
323+96 -109.8 48.1 -88.5 44.6 -51.4 43.9 0 18.2 35 15.0 53.0 9.0 22.1 6.6 52.1 6.6 12.0
C
PLAN
EXISTING DIKE STONE
A
A
B
B
RIPRAP TOE SECTION
LEVEE SLOPE
EXISTING RIPRAP AND
SOIL BACKFILL
BEDDING
MATERIAL
6 IN LAYER
1.5 FT RIPRAP
LAYER
SOIL BACKFILL
1 FT MIN. THICKNESS
NOTE: SECTION IS LOOKING DOWN THE
BANK AT THE DESIGN SLOPE.
TOP OF SOIL-FILLED ROCK SLOPE
PROTECTION
(OUTBOARD EDGE OF BERM /
ACCESS ROAD)
EXISTING O&MACCESS ROAD
BEDDING MATERIAL
6 IN MIN. THICKNESS
EXISTING
DIKE STONE
SOIL-FILLED ROCK
SLOPE
PROTECTION
1.5 FT RIPRAP
LAYER
EXISTING RIPRAP AND
SOIL BACKFILL
SOIL BACKFILL
1 FT MIN. THICKNESS
PLACE SOIL-FILLED ROCK SLOPE PROTECTION OVER EXISTING
RIPRAP AND SOIL BACKFILL, AND AGAINST EXISTING DIKE STONE
TO CREATE A CONTINUOUS CONNECTED LAYER OF ROCK
FEATHER TOPSOIL AND
SOIL-FILLED ROCK
PROTECTION INTO EXISTING
DIKE STONE AS NEEDED
PLACE SOIL-FILLED ROCK SLOPE PROTECTION
OVER EXISTING RIPRAP AND SOIL BACKFILL
AND AGAINST EXISTING DIKE STONE TO CREATE
A CONTINUOUS CONNECTED LAYER OF ROCK
FEATHER TOPSOIL AND
SOIL-FILLED ROCK
PROTECTION INTO EXISTING
DIKE STONE AS NEEDED
WHERE NO EXISTING
RIPRAP, PREPARE
SUBGRADE AND PLACE
FILTER AND BEDDING
LAYERS PER
SPECIFICATIONS
EXISTING
DIKE STONE
3' (MIN)
3' (MIN)
1 OR FLATTER
3' (M
IN
5' (MIN)
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456852C-502.dwg
C-503
D
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12.00' 3.00'3.00'
FEATHER TO MEET FINISHED GRADE
FINISHED GRADE
AGGREGATE BASE COMPACTED TO AT LEAST
90% TO BE FLUSH WITH FINISHED GRADE OF
TRAIL. 4" NOMINAL DEPTH VARIABLE WITH
DIFFERENCES IN EXISTING AND FUTURE GRADE
2% 2" 4"
AGGREGATE BASE (AB) COMPACTED TO 95% (MIN)
4"-DEPTH DEPENDANT UPON SOIL CONDITIONS
ASPHALT CONCRETE
SUBGRADE COMPACTED TO 95%
BIKE TRAIL PAVING NOTES:
1. APPLY PRE-EMERGENT HERBICIDE TO ANY EXPOSED SUBGRADE UNDER DG PRIOR TO INSTALLING IT.
2. APPLY PRE-EMERGENT HERBICIDE TO AGGREGATE BASE PRIOR TO PAVING ASPHALT.
3. THE CONTRACTOR SHALL DOCUMENT EXISTING CENTERLINE STRIPE AND OTHER DIRECTIONAL AND INFORMATION
PAVEMENT MARKING AND APPLY MARKINGS TO REVPAVED BIKED TRAIL SECTIONS AFTER REPAVEMENT.
4. GRADE CROSS-SLOPE TO DRAIN TOWARDS WATERSIDE OF LEVEE.
18" (MIN) OVERLAP
WOOD STAKES
BOUND AT TOP
FIBER ROLL ALIGNED
ALONG CONTOUR
DRIVE STAKES
UNTIL STABLE
INSTALL FIBER ROLL NEAR
SLOPE TRANSITIONS
VERTICAL SPACING MEASURED
ALONG FACE OF SLOPE, MAX 20'
48" (MAX) SPACING
FINISH GRADE
WOOD STAKES BOUND AT TOP
FIBER ROLL
INCREASE SOIL CONTACT ON
UPHILL SIDE (BACKFILL)
4" TRENCH
2 BIKE TRAIL PAVING SECTION
NTS
1 SOIL-FILLED ROCK SLOPE PROTECTION TRANSITION TO EXISTING DIKES
NTS
3 FIBER ROLL - ON SLOPE
NTS
SECTION A-A
NTS
SECTION B-B
NTS
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8-
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-X
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1-
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AN
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-D
5 TREE STUMP REMOVAL DETAIL
NTS
STUMP REMOVAL NOTES
1. ALL TREE STUMPS DESIGNATED TO BE REMOVED MUST BE REMOVED IN ACCORDANCE WITH SPECIFICATIONS, THE DETAIL ON THIS SHEET, AND ENGINEER PAMPHLET EP 1110-2-18, 5-3(1), EXCEPT THE EXCAVATION DIMENSIONS WILL BE LIMITED TO THOSE SHOWN ON DETAIL 5 ABOVE, UNLESS DIRECTED OTHERWISE BY
CONTRACTING OFFICER.
2. BACKFILL OF VOIDS MUST BE IN ACCORDANCE WITH SPECIFICATIONS.
AD
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AM-01
5J
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290+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
290+65
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
291+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
291+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
291+95
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
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292+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
292+30
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
292+84.39
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
293+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
294+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
294+50
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
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295+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
296+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
296+95
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
297+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
297+95
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
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298+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
299+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
300+00
0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
302+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 1700-10-20-30-40-50-60-70-80-90-100-110-120
303+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
304+00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
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304+45
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
305+17
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
306+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
307+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
308+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110
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0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
310+00
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0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120
311+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110
311+78.49
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
311+81.49
-10
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
312+00
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312+38.49
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
312+41.49
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
313+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120
313+69.05
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
313+71.95
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
314+00
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314+55.94
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
314+58.84
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
315+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120
315+75.80
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
315+78.80
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
316+00
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316+35.80
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
316+38.80
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
317+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100-110-120
317+25.80
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
317+28.80
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
318+00
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318+18.73
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
318+22.87
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
318+89.36
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
318+93.36
-10
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
319+00
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0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100
319+39.36
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319+43.36
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
319+99.36
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
320+00
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0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90
320+04.36
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
321+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
321+19.36
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321+24.36
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
322+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
322+70.14
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
322+75.19
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
323+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
323+90.56
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323+95.56
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
324+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
325+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
325+10.54
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
325+15.54
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
325+70.54
-10
-10
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325+75.54
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
326+00
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
326+90.56
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
326+95.63
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
327+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
327+81.82
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327+87.91
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
328+00
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
328+42.66
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
328+48.74
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
329+00
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
329+33.90
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0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
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329+39.99
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
330+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
330+20.04
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
330+55.52
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
330+65.70
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
331+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
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331+20.44
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
331+24.50
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
332+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
332+38.06
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
332+43.13
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
333+00
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
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1-
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333+59.67
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
333+65.67
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
334+00
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
334+55.63
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
334+61.63
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
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336+61.63
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
337+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 1400-10-20-30-40-50-60-70-80-90-100
337+49.67
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
337+55.67
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
338+00
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338+39.67
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
338+45.67
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
338+99.67
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
339+00
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-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
339+05.67
-10
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100
340+00
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0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100
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| Sheets and Views |
| 1111111-XS21_R2-C-701 |
| 1111111-XS21_R2-C-702 |
| 1111111-XS21_R2-C-703 |
| 1111111-XS21_R2-C-704 |
| 1111111-XS21_R2-C-705 |
| 1111111-XS21_R2-C-706 |
| 1111111-XS21_R2-C-707 |
| 1111111-XS21_R2-C-708 |
| 1111111-XS21_R2-C-709 |
| 1111111-XS21_R2-C-710 |
| 1111111-XS21_R2-C-711 |
| 1111111-XS21_R2-C-712 |
| 1111111-XS21_R2-C-713 |
| 1111111-XS21_R2-C-714 |
| 1111111-XS21_R2-C-715 |
| 1111111-XS21_R2-C-716 |
| 1111111-XS21_R2-C-717 |
| 1111111-XS21_R2-C-718 |
| 1111111-XS21_R2-C-719 |
| 1111111-XS21_R2-C-720 |
| 1111111-XS21_R2-C-721 |
| 1111111-XS21_R2-C-722 |
| 456852C-502-REVISED.pdf |
| Sheets and Views |
| 456852C-502-C-503 |
| Sheet 1 |
File details come from the government source that posted it. Updated .