W912EK20B0016 Drawings - Amendment 0002 .pdf
PDF 45 MB Posted
- Attached to
- MISSISSIPPI RIVER BASIN, GREEN BAY LEVEE & DRAINAGE DISTRICT, LEE COUNTY, IA, 2019 EVENT EROSION REPAIRS
- Solicitation number
- W912EK20B0016
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Summary Sheet for W912EK20B0016.pdf | ||
| W912EK20B0016 - Amendment 0002.pdf | ||
| W912EK20B0016 - Amendment 0001.pdf | ||
| W912EK20B0016 Drawings.pdf | ||
| W912EK20B0016.pdf |
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SOLICITATION
LOCKED GATES OR CHAINS.
AND THE LEVEE SPONSOR TO OBTAIN ACCESS TO
CHAINS. COORDINATE WITH THE CONTRACTING OFFICER
LEVEE ACCESS POINTS MAY HAVE LOCKED GATES OR 14.
VERIFY ACCESS REQUIREMENTS AND ROUTE TO SITE.
AND THE CONTRACTING OFFICER. CONTRACTOR SHALL
ACCESS WITH THE ROAD COMMISSIONERS, THE DISTRICT
THE CONTRACTOR SHALL COORDINATE ALL ROAD 13.
AT THE CONTRACTORS RESPONSIBILITY.
PROJECT CONDITIONS PRIOR TO PROJECT COMPLETION
ACTIVITIES SHALL BE MINIMIZED AND REPAIRED TO PRE-
DAMAGE TO THE LEVEE CAUSED BY CONSTRUCTION 12.
DUE TO CONSTRUCTION ACTIVITIES.
REPAIR/REPLACEMENT OF ANY ROADWAYS DAMAGED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 11.
SURVEYS AS SPECIFIED IN 02 21 00.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 10.
ENVIRONMENTAL RESTRICTIONS.
REFER TO SPECIFICATIONS SECTION 01 57 19 FOR ANY 9.
AERIAL PHOTOGRAPHY WAS TAKEN IN 2010. 8.
INFORMATION SECTION 00 73 05.
SEE SPECIFICATIONS FOR HYDRAULICS DATA AND GAGE 7.
IN ACCORDANCE WITH SPECIFICATION SECTION 02 21 00.
OFFICER PRIOR TO ANY WORK STARTING. FIELD STAKING
CONTRACTOR AND APPROVED BY THE CONTRACTING
AREAS AS SHOWN SHALL BE FIELD STAKED BY THE
THE LAYOUT OF THE PROJECT FEATURES AND STAGING 6.
CONSTRUCTION.
REPAIRING ANY UTILITIES DAMAGED DURING
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR
UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING 5.
ADDITIONAL COST.
OTHER ITEMS PRIOR TO FLOOD EVENTS AT NO
PROTECTING OR REMOVING ANY STAGED EQUIPMENT OR
LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR
CONTRACTING OFFICER AND REMAIN WITHIN THE WORK
DRAWINGS SHALL BE COORDINATED WITH THE
STAGING AREAS IN ADDITION TO THOSE SHOWN ON THE 4.
AREA HAS ITS OWN CONTRACT STATIONING.
DIFFERS FROM CONTRACT STATIONING. EACH SEEDING
MISSISSIPPI RM 386.6 TO RM 395.7. NLD STATIONING
LEVEE DATABASE (NLD) STA 200+00 TO STA 950+00,
AND RIVERSIDE TOE OF THE LEVEE FROM NATIONAL
THE REPAIR AREA IS LOCATED ON THE RIVERSIDE SLOPE 3.
SHOWN ON THE DRAWINGS.
ROADS VIA GREEN BAY ROAD AND 190TH STREET, AS
ACCESS TO THE SITE IS FROM FARM AND LEVEE ACCESS 2.
SKUNK RM 0 TO 7.
MISSISSIPPI RIVER MILES (RM) 386 TO 396 AND FROM
MADISON, IOWA. THE DISTRICT EXTENDS FROM
BURLINGTON, IOWA AND 3 MILES UPSTREAM OF FORT
POOL 19, APPROXIMATELY 7 MILES DOWNSTREAM OF
RIGHT DESCENDING BANK OF THE MISSISSIPPI RIVER,
THE PROJECT IS LOCATED IN LEE COUNTY, IOWA ON THE 1.
GENERAL NOTES
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PLAN - GENERAL SITE
0 4000'SCALE : 1"=2000'-0" 2000'
GENERAL NOTES
ALLOWED ON THE LEVEE CROWN WHERE NOTED.
LEVEE TOE THROUGHOUT SEEDING AREAS. ACCESS IS
ACCESS IS ALLOWED ALONG RIVERSIDE OR LANDSIDE 4.
LANDSIDE OF THE LEVEE.
LEVEE. STAGING AREAS 2, 3 AND 4 ARE LOCATED ON THE
STAGING AREA 1 IS LOCATED ON THE RIVERSIDE OF THE 3.
NLD STATIONING SHOWN. 2.
CONTRACT FOLLOWING CONTRACTORS REQUEST.
ELECTRONICALLY, VIA CAD FILE, UPON AWARD OF
CONSTRUCTION WORK LIMIT WILL BE PROVIDED .
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175+00
185+00
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655+00 665+00
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LEVEE RAMP FROM LEVEE CROWN.
ACCESS TO STAGING AREA 4 VIA EXISTING LANDSIDE 10.
ACCESS POINT FROM 190TH STREET ON LEVEE CROWN. 9.
ONTO LEVEE CROWN.
ACCESS POINT FROM GRAVEL ROAD TO PUMP STATION 8.
LEVEE TOE.
ACCESS POINT FROM GREEN BAY ROAD ONTO LANDSIDE 7.
END SEEDING AREA 3. 6.
730+00.
BEGIN SEEDING AREA 3 APPROXIMATELY AT NLD STATION 5.
END SEEDING AREA 2. 4.
698+00.
BEGIN SEEDING AREA 2 APPROXIMATELY AT NLD STATION 3.
END SEEDING AREA 1. 2.
225+00.
BEGIN SEEDING AREA 1 APPROXIMATELY AT NLD STATION .
STAGING AREA 1
SITE ACCESS
SITE ACCESS
SITE ACCESS
STAGING AREA 2
PUMP STATION
LOCATED AT
STAGING AREA 3
3 4
STAGING AREA 4
SITE ACCESS
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PLAN - SEEDING AREA 1 - STA 300+00 TO STA 400+00
GENERAL SHEET NOTES
CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED AND SEEDED AT THE
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACCESS RAMPS TO BE RESTORED TO PREPROJECT
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE 2.
LOCATED APPROXIMATELY AT NLD STATION 525+00.
ONLY. CONTRACT STATION 300+00 SEEDING AREA 1 IS
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE .
0 800'SCALE : 1"=400'-0" 400'
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STAGING
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STAGING AREA 2 COORDINATES
E= 2,291,337.450
N= 251,213.5174.
E= 2,291,395.212
N= 251,158.2323.
E= 2,291,800.553
N= 251,402.7072.
E= 2,291,750.643
N= 251,456.645.
ROAD
GREEN BAY
LANDSIDE TOE
RIVERSIDE OR
ACCESS ALONG
LANDSIDE TOE
RIVERSIDE OR
ACCESS ALONG
VIA GREEN BAY ROAD
LANSIDE LEVEE TOE
AREA 2 FROM
ACCESS TO STAGING
SITE ACCESS
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PLAN - SEEDING AREA 1 - STA 400+00 TO STA 445+15
GENERAL NOTES
CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED AND SEEDED AT THE
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACCESS RAMPS TO BE RESTORED TO PREPROJECT
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE 2.
LOCATED APPROXIMATELY AT NLD STATION 625+00.
ONLY. CONTRACT STATION 400+00 SEEDING AREA 1 IS
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE .
0 800'SCALE : 1"=400'-0" 400'
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ACCESS ALONG RIVERSIDE
SITE ACCESS
TOE VIA GREEN BAY ROAD
2 FROM LANDSIDE LEVEE
ACCESS TO STAGING AREA
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PLAN - SEEDING AREA 3 - STA 50+00 TO STA 100+00
CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED AND SEEDED AT THE
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACCESS RAMPS TO BE RESTORED TO PREPROJECT
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE 2.
LOCATED APPROXIMATELY AT NLD STATION 780+00.
ONLY. CONTRACT STATION 50+00 SEEDING AREA 3 IS
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE .
M A
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0 6 0 7 0 7 0 7 0 7
AREA
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0 400'SCALE : 1"=200'-0" 200'
N
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RIVERSIDE LEVEE TOE
ACCESS ALONG
RIVERSIDE LEVEE TOE
ACCESS ALONG
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C-110
P L
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PLAN - SEEDING AREA 3 - STA 100+00 TO STA 151+30.08
CONTRACTORS EXPENSE.
ACTIVITIES SHALL BE RESTORED AND SEEDED AT THE
ANY DAMAGE TO THE LEVEE FROM CONSTRUCTION 3.
CONDITIONS AT THE CONTRACTORS EXPENSE.
ACCESS RAMPS TO BE RESTORED TO PREPROJECT
ANY DAMAGE TO EXISTING ROADWAYS AND LEVEE 2.
LOCATED APPROXIMATELY AT NLD STATION 830+00.
ONLY. CONTRACT STATION 100+00 SEEDING AREA 3 IS
MATCH THE NLD AND IS TO BE USED FOR REPAIR USES
DATABASE (NLD). THE CONTRACT STATIONING DOES NOT
LEVEE CENTERLINE IS BASED ON THE NATIONAL LEVEE .
M A T C
H L
IN
E S
TA
E= 2, 265, 220.00 N= 247,632.27
STA 151+30.08
POE
8+
0+
2+
4+
6+
6+
8+
150+00
AREA
SEEDING
AREA 4
STAGING
190TH STREET
LEVEE CROWN TO
SITE ACCESS ON
0 400'SCALE : 1"=200'-0" 200'
N
SHEET KEYNOTES
STAGING AREA 4 COORDINATES
E= 2,265,372.441
N= 247,526.7644.
E= 2,265,714.580
N= 247,721.8763.
E= 2,265,678.168
N= 247,785.7262.
E= 2,265,336.030
N= 247,590.614.
RIVERSIDE LEVEE TOE
ACCESS ALONG
TOE FROM STAGING AREA 4.
RIVERSIDE TOE OR LANDSIDE
SITE ACCESS ALONG CROWN OR
LEVEE CROWN
ACCESS RAMP FROM
AREA 4 VIA EXISTING
ACCESS TO STAGING
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®of Engineers
US Army Corps of Engineers
US Army Corps
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SHEET ID
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| B5GRNBAY201901-CAD_SHEET-2020-02-20-G-002 |
| B5GRNBAY201901-CAD_SHEET-2020-02-20-C-101 |
| B5GRNBAY201901-CAD_SHEET-2020-02-20-C-105 |
| B5GRNBAY201901-CAD_SHEET-2020-02-20-C-106 |
| B5GRNBAY201901-CAD_SHEET-2020-02-20-C-109 |
| B5GRNBAY201901-CAD_SHEET-2020-02-20-C-110 |
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