A.02__PART_(VI)__AMENDMENT_0006.pdf
PDF 440 KB Posted
- Attached to
- 2017 Flood Upper Pontchartrain Sector Seepage Federal contract opportunity
- Solicitation number
- W912P819B0041
About this file
AMENDMENT 0006 (PART VI) 1) The purpose of this amendment is to provide the Government Responses to Industry Questions. Please see attachment for further details. 2) The solicitation due date of 06 August 2019 at 1:00PM (CST) remains unchanged. 3) FOR PART IV OF AMENDMENT 0006, SHEET ID # C-02, PLAIN VIEW STAGING AREA EAST BATON ROUGE PARISH, LOUISIANA, FILE NUMBER H-8-48192 - - PLEASE CONTACT THE CONTRACT SPECIALIST ANTHONY "TONY" MAIORE AT THE FOLLOWING: EMAIL: Anthony.p.maiore@usace.army.mil
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01_-_Signed_W912P819B0041_Bid_Abstract.pdf | ||
| Am-0008.pdf | ||
| A.02__Amendment_0007.pdf | ||
| A.02__Amendment_0006.pdf | ||
| A.02__PART(V)_AMENDMENT_0006.pdf | ||
| 2019-07-22-Upper_Pontchartrain_Seepage_-_Questions_and_Clarifications.pdf | ||
| A.02__Amendment_0006.pdf | ||
| A.02_PART_(III)_AMENDMENT_0006.pdf | ||
| A.02__Amendment_0005.pdf | ||
| Amendment_0004.pdf | ||
| Amendment_0003.pdf | ||
| Amendment_0002.pdf | ||
| 19B0041_specs.pdf | ||
| Amendment_0001_Final.pdf | ||
| Plans_1.pdf | ||
| Plans_2.pdf | ||
| 19B0041_solicitation.pdf | ||
| Plans.pdf |
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Text version
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SCALE: 1/2" = 1'-0"
PUMP ELEVATION
SCALE: 1/2" = 1'-0"
2 - PUMP PLAN - 176+75
SCALE: 1/2" = 1'-0"
4 - PUMP PLAN - STA. 166+15
SCALE: 1/4" = 1'-0"
A - SUMP GRADE B - PUMP STOP C - LEAD PUMP START D - LAG PUMP START
1, 2
3, 4
166+15
166+15
176+75
EL. 20.0
EL. 22.5 EL. 23.8
EL. 21.3'
DITCH GRADE
EL. 24.5
EL. 22.0
EL. 22.0 EL. 20.0 EL. 21.3' EL. 22.5'
EL. 22.2'
EL. 24.8'
STATION PUMPS.
CENTERED OPPOSITE OF HINGE
INSTALL EMBEDDED LADDER RUNGS
HINGE AXIS PERPENDICULAR TO ROADWAY
FURNISHED STAINLESS STEEL HARDWARE
COVER RATED FOR 300 PSF LOADING
AND LOCKING ALUMINUM ACCESS
WITH FULL OPENING DIMENSION, HINGED,
PER LA DOTD STANDARD PLAN PC-01 (SHEET R-02)
PRECAST CATCH BASIN, 6' X 8' INTERIOR
PLAN MC-01. (SHT R-03)
CAST IRON GRATE PER LA DOTD STANDARD
(SHT R-01) PROVIDE 'TYPE A'
PER LADOTD STANDARD PLAN CB-04
PRECAST OPEN TOP CATCH BASIN (TYP.)
STAINLESS STEEL SHIMS. GROUT IN PLACE
INSTRUCTIONS AND HI STANDARDS, WITH FULL FACE
INSTALL AND LEVEL PUMP ACCORDING TO MANUFACTURER'S
LOCATE BELOW GRADE
ELECTRICAL CONDUIT
PASS THROUGH FOR
1'-9" DIA FOR 15" RCP (TYP.)
AWWA C906-07 SEC. 4.5 FIG 2. (TYP.)
MECHANICAL JOINT CONFORMING TO
PUMP 1
PUMP 2
2'-0"
6'-0"
2'-9"
SEE SHEET E-03/S-01
AND ELECTRICAL DISCONNECT
PUMP CONTROL PANELS
SEE SHEET E-03
PUMP ELECTRICAL CONNECTION
MOUNTING POST
AND SS U-CHANNEL
FLOAT CONTROLS
FOR PUMP
MOUNTING RAILS
15 HP 480 VAC RATED FOR 1500 GPM @ 30' TDH
FLYGT NP 3153 LT 3~414 OR APPROVED EQUAL
DRAINAGE PUMP
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PUMP 2
PUMP 3
PUMP 4
1, 2 EL. 25.4'
EL. 49.0'
CONCRETE SLOPE PAVING
EDGE OF EXISTING
GROUND
EXISTING
PIPE ADAPTER (TYP.)
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FOR 8" STEEL PIPE (TYP.)
10" DIA PASS THROUGH
(TYP.)
12" STEEL PIPE
(TYP.)
HDPE PIPE
12", DR 21
1' COVER
PLACE WITH
HDPE PIPE
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30' MIN. FROM EDGE OF ROADWAY
GRADE
DITCH
PUMP DISCHARGE ELEVATION - STA. 166+15
SCALE: 1/4" = 1'-0"
PUMP DISCHARGE ELEVATION - STA. 176+75
EL. 49.0'
MEET SITE DIMENSIONS SHOWN
APPROX. 29'. FIELD VERIFY. TO
12" STEEL DISCHARGE PIPE
2' MIN. FROM EDGE OF ROAD
1'-6"
1'-6"
1'-5" MIN. FROM EDGE OF ROAD
GROUND
EXISTING
MEET SITE DIMENSIONS SHOWN
APPROX. 24'. FIELD VERIFY. TO
12" STEEL DISCHARGE PIPE
EXISTING CONCRETE SLOPE PAVEMENT
EXISTING CONCRETE SLOPE PAVEMENT
316 SS ON THIS WALL
LADDER RUNGS OF
PROVIDE EMBEDDED
AT LEVEE CROWN DETAILS
TYPICAL DISCHARGE CROSSING
SEE SHEET C-06 AND C-06a, TO PROVIDE 1' OF COVER
PLACE EMBANKMENT AS NEEDED
AT LEVEE CROWN DETAILS
TYPICAL DISCHARGE CROSSING
SEE SHEET C-06 AND C-06a, TO PROVIDE 1' OF COVER
PLACE EMBANKMENT AS NEEDED
CROSSING AT LEVEE CROWN DETAILS
SEE SHEET C-06 AND C-06a,TYPICAL DISCHARGE
SEE SHEET C-08 FOR SLOPE PAVING DETAILS,
3' ON EITHER SIDE OF PIPES,
DISCHARGE PIPE CROSSING AND
EXTEND SLOPE PAVING 1' ABOVE
MODEL 50C OR APPROVED EQUAL
FLAPGATE, MUELLER HYDROGATE
12" FLANGE MOUNTED
TO AWWA C906-07 SEC. 4.5 FIG 2.
MECHANICAL JOINT CONFORMING
12" HDPE DISCHARGE PIPE
CROSSING AT LEVEE CROWN DETAILS
SEE SHEET C-06 AND C-06a,TYPICAL DISCHARGE
SEE SHEET C-08 FOR SLOPE PAVING DETAILS,
3' ON EITHER SIDE OF PIPES,
DISCHARGE PIPE CROSSING AND
EXTEND SLOPE PAVING 1' ABOVE
MODEL 50C OR APPROVED EQUAL
FLAPGATE, MUELLER HYDROGATE
12" FLANGE MOUNTED
12" HDPE DISCHARGE PIPE
EL. 22.8'
EL. 23.1'
SEE SHEET E-03/S-01
AND ELECTRICAL DISCONNECT
PUMP CONTROL PANELS
APPROVED EQUAL (TYP.)
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DUCTILE IRON BODY CONFORMING TO
8" DOUBLE DOOR CHECK VALVE WITH
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