Drawings.PDF
PDF 3 MB Posted
- Attached to
- WOSB $15M Fort Polk ITAM SATOC
- Solicitation number
- W9126G20B0027
View the file
Other files
| File | Type | Posted |
|---|---|---|
| C1_Fort Polk ITAM Bid Abstract.pdf | ||
| B3_Amendment 4.pdf | ||
| B3_Amendment 3.pdf | ||
| B3_Amendment 2.pdf | ||
| B3_Amendment 1.pdf | ||
| B3_W9126G20B0027.pdf |
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Text version
ITAM SATOC
FORT POLK, LOUISIANA
SOLICITATION NO. W9126G20B0027
This project was designed by the Fort Worth District of the U.S. Army
Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152
MARK L. BLACK, P.E.
U.S. ARMY CORPS OF
ENGINEERS
FORT WORTH DISTRICT
PROJECT NO.: FP3GR-019-011
DATE: JANUARY 2020
8' 6' 6' 8'
SLO
PE 5
EXISTING TRAIL
SURFACE
SLO
PE 5%
SLOPE VARIES
SLOPE VARIES
SEE NOTE 1
NOTES:
1. INSTALLATION OF WING DITCH AND/OR WATER BARS FOR DRAINAGE ONLY WHEN
REQUIRED.
1.5' 1.5'
A
A
B EXISTING UNDISTURBED EARTH
B
B
MAX 8" DEPTH FROM CROWN
L
C
TYPICAL TRAILS DETAIL - CROSS SECTION 1
6" TRAIL BED - SCARIFY, SHAPE, AND RECOMPACT TO 95%
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8' 6' 6' 8'
SLO
PE 5
EXISTING TRAIL
SURFACE
SLO
PE 5%
SLOPE VARIES
SLOPE VARIES
SEE NOTE 1
1.5' 1.5'
C
B EXISTING UNDISTURBED EARTH
B
B
C
6" CRUSHED AGGREGATE SURFACE COURSE AS SPECIFIED IN TASK ORDER
MAX 8" DEPTH FROM CROWN
L
C
NOTES:
1. INSTALLATION OF WING DITCH AND/OR WATER BARS FOR DRAINAGE ONLY WHEN
REQUIRED.
TYPICAL TRAILS DETAIL - CROSS SECTION 2
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8' 6' 6' 8'
SLO
PE 5
EXISTING TRAIL
SURFACE
SLO
PE 5%
MAX 8" DEPTH FROM CROWN
L
C
SLOPE VARIES
SLOPE VARIES
1.5' 1.5'
D
B
B
A
A
NOTES:
1. INSTALLATION OF WING DITCH AND/OR WATER BARS FOR DRAINAGE ONLY WHEN
REQUIRED.
SEE NOTE 1
GEOGRID SOIL REINFORCEMENT
6" SELECT FILL/PIT RUN AS SPECIFIED
TYPICAL TRAILS DETAIL - CROSS SECTION 3
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EXISTING UNDISTURBED EARTH
8' 6' 6' 8'
SLO
PE 5
EXISTING TRAIL
SURFACE
SLO
PE 5%
SLOPE VARIES
SLOPE VARIES
1.5' 1.5'
B
B
E
6" TYPE I AGGREGATE
MAX 8" DEPTH FROM CROWN
L
C
TYPICAL TRAILS DETAIL - CROSS SECTION 4
NOTES:
1. INSTALLATION OF WING DITCH AND/OR WATER BARS FOR DRAINAGE ONLY WHEN
REQUIRED.
SEE NOTE 1
GEOGRID SOIL REINFORCEMENT
7.5" TYPE III AGGREGATE
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14'
25'
12"
NOTES:
1. CONCRETE REINFORCMENT - NO. 5 @ 12" O.C.E.W., TOP AND BOTTOM
2. JOINTS SHALL BE SAWN INTO CONCRETE AT A MINIMUM OF 8' OC, AND OTHERWISE
SPACED EQUALLY ACROSS ANY DIMENSION. IF ANY OVERALL DIMENSION IS LESS THAN
8' A JOINT SHALL BE INSTALLED AT THE MIDPOINT. ALL JOINTS SHALL BE SEALED.
SEE NOTE 12" MINIMUM COVER
3" MINIMUM COVER
CONCRETE PAD - CROSS SECTION DETAIL
3" MINIMUM
COVER (TYP.)
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DIAMETER
MIN.
COVER
CORR.
PROFILE
12" - 48" 12"
" X
CULVERT CROSS SECTION DETAIL
US ARMY CORPS
OF ENGINEERS
SOLICITATION NO.:
DATE:
SUBMITTED BY: CONTRACT NO.:
SHEET
IDENTIFICATION
NUMBER
DESCRIPTIONMARK DATE
DESIGNED BY:
DRAWN BY: CHECKED BY:
APPR
U. S. ARMY CORPS OF ENGINEERS
FORT WORTH, TEXAS
FORT WORTH DISTRICT
FORT POLK, LOUISIANA
ITAM SATOC - TRAILS
PROJECT NO.: FP3GR-019-011
CLIFTON MACK JANUARY 2020
CLIFTON MACK DAVID G. BROWN, P.E.
BRANT E. JENSEN, P.E.
ENGINEERING/
CONSTRUCTION DIVISION
ENGINEERING BRANCH
W9126G20B0027
CULVERT DETAIL 6
NOTES:
1. INSTALL WATER LEVEL GAUGE SO THAT BOTTOM OF SIGN IS AT SURFACE ELEVATION.
2. INSTALLATION OF SIGN TYPE I: ATTACH ONE OM-3R AND ONE OM-3L TO OPPOSITE
FACES OF SIGN POST AND INSTALL PER TYPICAL SECTIONS (OM-3L ON LEFT SIDE OF
ROADWAY, OM-3R ON RIGHT SIDE OF ROADWAY).
WATER LEVEL GAUGE SIGN TYPE I LOW WATER CROSSING NO. 3
3/8" DIA. STAINLESS STEEL
MOUNTING HARDWARE
MOUNT SIGN SECURELY
TO POST
2-1/2" O.D. STEEL SIGN POST
PROVIDE BREAK-AWAY
CONNECTION 8" MIN.
AND 10" MAX. ABOVE
FINISHED GRADE
SIGN
CONCRETE
FINISHED GRADE
A
L L
S
I G
N S
SIGN MOUNTING DETAILS
M
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D
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A I
| COVER SHEET |
| DETAIL 1 |
| DETAIL 2 |
| DETAIL 3 |
| DETAIL 4 |
| CONCRETE PAD DETAIL |
| CULVERT DETAIL |
| SIGN DETAIL |
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