Amendment 5 - West Sheets C-150s - Gradient Change.pdf
PDF 2 MB Posted
- Attached to
- Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
- Solicitation number
- W91238-20-R-0055
About this file
This set of engineering drawings and specifications outlines a project to repair and replace concrete pavement at Hill Air Force Base in Utah. The project includes demolishing existing concrete pavement and constructing new concrete pavement with an underlying drainage layer and asphalt shoulder overlay. It also involves protecting existing utilities and installing new airfield striping, aircraft mooring points, and grounding systems. The drawings show plans, sections, details, and notes for grading, drainage, and paving. The related federal contract opportunity is solicitation number W91238-20-R-0055 from the Department of the Army Corps of Engineers Engineering District Sacramento to repair the West and Transient Aprons at Hill Air Force Base. The project scope includes demolition, new concrete and asphalt paving, drainage, utility protection, and airfield markings.
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Text version
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UNDERDRAIN PIPE
UNDERDRAIN PIPE
UNDERDRAIN PIPE
TRANSIENT APRON
DESIGNED BY OTHERE. F 35
SHADE STRUCTURE
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
SD4 PER
DETAIL 1,C-509
SD3 PER
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SD2 PER
DETAIL 1,C-509
SD1 PER
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AMENDMENT 005
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C-150sXXX.DWG
NOTES:
1. SLOPE ARROWS ARE SHOWN FOR INFORMATION ONLY. PCC PAVEMENT
JOINT ELEVATIONS SHALL BE AS INDICATED ON C-400s.
2. WHEN PLACING NEW CATCH BASIN, REMOVE EXISTING STORM DRAIN
REINFORCED CONCRETE PIPE (RCP) TO NEAREST JOINT AND REPLACE WITH
NEW RCP SEGMENT. NEW RCP SHALL BE CL IV RCP.
3. UNDERDRAIN PIPE TO BE A MINIMUM OF 5 FEET FROM NEW/EXISTING PCC
JOINTS.
4. SEE C-400s FOR STORMDRAIN CATCH BASIN LOCATIO.N
C-151
C-152
N
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LEGEND
E. STORM DRAIN PIPE
NEW UNDER DRAIN PIPE
SD
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AutoCAD SHX Text 1 inch = 60 ft.
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SD #1,3'X5' CATCH BASIN
TOP OF GRATE ELEV = 4782.83
1-30" RCP INV IN = 4777.45
1-42" RCP INV OUT = 4776.95
1-6" PVC INV IN = 4780.18
SD #2, 4'X6' CATCH BASIN
TOP OF GRATE ELEV = 4782.08
1-42" RCP INV IN = 4775.63
1-42" RCP INV OUT = 4774.94
1-6" PVC INV IN= 4778.74
S=0.001
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INVERT EL: 4778.86
N: 14936019.47, E: 1370309.22
CLEANOUT
INVERT EL: 4779.05
N: 14936206.25; E: 1370304.62
CLEANOUT
INVERT EL: 4780.22
N:14936249.73
E: 1370590.56
CLEANOUT
INVERT EL: 4778.77
N:14935959.04, E: 1370235.53
CLEANOUT
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N:14935952.59, E: 1370229.05
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CLEANOUT
INVERT EL: 4779.34
N: 14936244.61
E: 1370583.744
FG EL: 4782.96
FG EL: 4782.95
CLEANOUT
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N:14936211.75
E: 1370543.68
FG EL: 4782.97
FG EL: 4783.45
FG EL: 4782.38
FG EL: 4782.20
FG EL: 4782.16
CLEANOUT
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N:14936403.98
E: 1370402.01
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N:14936409.47
E: 1370626.92
FG EL: 4784.23
FG EL: 4783.53
CLEANOUT
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INVERT EL: 4780.34
N: 14936357.698
E: 1370637.959
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AMENDMENT 005
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C-150sXXX.DWG
N
NOTES:
1. SLOPE ARROWS ARE SHOWN FOR INFORMATION ONLY. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-400s.
2. WHEN PLACING NEW CATCH BASIN, REMOVE EXISTING STORM DRAIN REINFORCED CONCRETE PIPE (RCP) TO NEAREST JOINT AND REPLACE WITH NEW RCP SEGMENT. NEW RCP SHALL BE CL IV RCP.
3. UNDERDRAIN PIPE TO BE A MINIMUM OF 5 FEET FROM NEW/EXISTING PCC JOINTS.
AutoCAD SHX Text
( IN FEET )
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GRAPHIC SCALE
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( IN FEET )
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1 inch = 40 ft.
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SD #4, 3'X4' CATCH BASIN
TOP OF GRATE ELEV = 4780.68
1-30" RCP INV OUT = 4776.02
1-6" PVC INV IN (N) = 4776.96
1-6" PVC INV IN (S) = 4776.96
1-6" PVC INV IN (E) = 4777.32
S=0.002
EL: 4784.64
N: 14935735.16
E: 1369751.24
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SD #3, 3'X6' CATCH BASIN
TOP OF GRATE ELEV = 4781.16
1-42" RCP INV IN = 4774.26
1-42" RCP INV OUT = 4774.16
1-6" PVC INV IN = 4777.75
GRADE
BREAK
PROVIDE PIPE PROTECTION
APPROXIMATELY 150 LF
PER DETAIL 4, C-502
INVERT EL: 4778.76
N:14935952.59, E: 1370229.05
CLEANOUT
INVERT EL: 4777.78
N:14935745.26, E: 1369976.95
CLEANOUT
INVERT EL: 4777.74
N:14935741.93, E: 1369947.14
CLEANOUT
INVERT EL: 4776.99
N:14935741.02, E: 1369751.10
CLEANOUT
INVERT EL: 4776.99
N:14935727.16, E: 1369751.44
CLEANOUT
INVERT EL: 4777.19
N:14935736.11
E: 1369553.66
CLEANOUT
INVERT EL: 4777.19
N:14935722.29
E: 1369554.00
C-153
FG EL: 4781.40
FG EL: 4781.35
FG EL: 4780.80
FG EL: 4780.77
FG EL: 4780.80
FG EL: 4780.80
S=0.001
S=0.001
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AMENDMENT 005
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C-150sXXX.DWG
NNOTES:
1. SLOPE ARROWS ARE SHOWN FOR INFORMATION ONLY. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-400s.
2. WHEN PLACING NEW CATCH BASIN, REMOVE EXISTING STORM DRAIN REINFORCED CONCRETE PIPE (RCP) TO NEAREST JOINT AND REPLACE WITH NEW RCP SEGMENT. NEW RCP SHALL BE CL IV RCP.
3. UNDERDRAIN PIPE TO BE A MINIMUM OF 5 FEET FROM NEW/EXISTING PCC JOINTS.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1 inch = 40 ft.
NEW PCC PAVEMENT PER DETAIL 1, C-502
EXISTING PCC PAVEMENT
EXPANSION JOINT THICKENED
ON BOTH NEW AND EXISTING
PAVEMENT
SEE DETAIL 1, C-503
DOWELED JOINT (DJ) NEW PCC
TO EXISTING PCC PAVEMENT
SEE DETAIL 8, C-503
EXISTING PCC PAVEMENT
11.5" THICKNESS
CLSM LAYER PER TAIL 4,C-502
UNDERDRAIN PIPE
SEE DETAIL 5, C-502
EXISTING RCP STORMDRAIN PIPE
PREPARE SUBGRADE PER
REQUIREMENTS OF 31 00 00
849.17
NEW PCC PAVEMENT PER DETAIL 1, C-502
EXISTING PCC PAVEMENT
11.5" THICKNESS
EXPANSION JOINT THICKENED
ON NEW PAVEMENT SIDE
ONLY
SEE DETAIL 4, C-503
DOWELED JOINT (DJ) NEW PCC
TO EXISTING PCC PAVEMENT
SEE DETAIL 8, C-503
EXISTING PCC PAVEMENT
11.5" THICKNESS
TRANSIENT RAMP
UNDERDRAIN PIPE
SEE DETAIL 5, C-502
PREPARE SUBGRADE PER
REQUIREMENTS OF 31 00 00
774.80
SECTION A C-150
SECTION B C-150
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C-150sXXX.DWG
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 40 ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1 inch = 4 ft VERTICAL SCALE
| Sheets and Views |
| C-150 GRADING AND DRAINAGE PLAN |
| Sheet 1 |
| C-151 GRADING AND DRAINAGE PLAN |
| Sheet 1 |
| C-152 GRADING AND DRAINAGE PLAN |
| Sheet 1 |
| C-153 SECTIONS |
| Sheet 1 |
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