Attachment_1_-_Drawings.pdf
PDF 5 MB Posted
- Attached to
- Drainage Improvement EM/Recreation Access Federal contract opportunity
- Solicitation number
- W9128F19Q0117
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Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F19Q0117_-_pre-bid_site_visit_questions_&_other_questions.pdf | ||
| Amendment_0002.pdf | ||
| Amendment_0001.pdf | ||
| Attachment_2_-_Cold_Brook_Specs.pdf | ||
| Solicitation_W9128F19Q0117.pdf |
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D A
T E
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Omaha District
HOT SPRINGS, SD.
COLD BROOK DAM
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
C H
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Plotted 29 Aug 2019
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C B c o v e r_ p a g e .d g n
ADVERTISEMENT SET
DRAINAGE IMPROVEMENT EM / REC ACCESS
D R
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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Omaha District
Omaha District of Engineers
US Army Corps
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
SECTION
RA
CADD
PROJECT COORD.
DATE
DATE
DATE
DATE
CHIEF, DESIGN BRANCH
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
CHIEF,
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
ENGINEERING & SCIENCES BRANCH
CHIEF, GEOTECHNICAL
ENGINEERING BRANCH
CHIEF, HYDROLOGIC
FUELS
ARCH. / INTER.
ELEC.
MECH.
PE
CIVIL / ENVIR.
STRUCT.
DATECHIEF, DAM SAFETY PROD.
CENTER
GEOT./ DAM SAFETY
W9128F19Q0117
W F
Q
AUGUST 2019
Plotted 29 Aug 2019
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ADVERTISEMENT SET
GI101
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CG107_CB_low_water_crossing_option_details.dgn CG106_CB_low_water_crossing_option_views.dgn CG105_CB_low_water_crossing_views.dgn CG104_CB_culvert_road_cross_section.dgn CG103_CB_culvert_road_plan_profile.dgn
CS102_CB_project_location.dgn
GI101_index.dgn GI100_CB_cover_page.dgn
DRAWING FILE NAME
LOW WATER CROSSING - CONCRETE OPTION DETAILS
LOW WATER CROSSING - CONCRETE OPTION VIEWS
LOW WATER CROSSING VIEWS & DETAILS
ROAD & CULVERT CROSS SECTION
ROAD PLAN & PROFILE
PROJECT LOCATION
DRAWING INDEX
DRAWING COVER SHEET
DESCRIPTION
G I1
C B i n d e x .d g n
CG-107
CG-106
CG-105
CG-104
CG-103
CS-102
GI-101
GI-100
SHEET NO.
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U .S
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NO SCALE
HOT SPRINGS SD
PROJECT LOCATION
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U .S
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C B p ro je c t_ lo c a ti o n .d g n
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N
22.00'
22.00'
CAMPGROUND GATE
2+10
3584.0
3585.0
3586.0
3587.0
3588.0
3589.0
3590.0
3591.0
STA. 2+37.12
2+37.121+87.12
25.00'
50.00'
75.00'
1+62.12
CAMPGROUND GATE
3588.94
22.00'
STA. 3+3.73
0+00 1+10
0+60
0+30.06
1+10 1+35
1+60
2+10
0+000+10 0+30.06
0+60 1+10
(ROAD CTR.)
66.61'
CAMPGROUND ENTRY ROADS
AS REQUIRED TO MATCH EXISTING
FILL & TAPER ADDITIONAL GRAVEL
1+35 1+60
3584.0
3585.0
3586.0
3587.0
3588.0
3589.0
3590.0
3591.0
3588.94
WEST SECTION
EAST SECTION
ROAD CURVEROAD WEST SECTION
ROAD EAST SECTION
26.66'
(27.53')
30.00' ROAD CURVE
3+30.39
4+30.39
5+24.38
5+30.40
5+55.40
2+12.12
3+30.39 4+30.39
5+24.38 5+30.40
SEE LOW WATER CROSSING GENERAL NOTES
OR CONCRETE (OPTION 1)
GRAVEL CONSTRUSTION
LOW WATER CROSSING
STA. 2+12.12
CULVERTS
NEW BOX
CULVERT
24" CMP
EXISTING
3583.0
3582.0
3581.0
3580.0
3581.80
3583.0
3582.0
3581.0
3580.0
CAMPGROUND ENTRY ROADS
AS REQUIRED TO MATCH EXISTING
FILL & TAPER ADDITIONAL GRAVEL
CONTROL POINT
(REBAR)
CULVERT
24" CMP
REMOVE EXISTING
5) DEWATERING WILL BE REQUIRED TO CONSTRUCT THE BOX CULVERT.
GOVERNED BY SPECIFIED DENSITY METHOD.
4) COMPACTION OF EARTH EMBANKMENT AND BOX CULVERT BACKFILL SHALL BE
USING THE LIFTING HOLES AND BY APPROVED EQUIPMENT.
3) CARE SHALL BE TAKEN WHEN PLACING SECTIONS. SECTIONS SHALL ONLY BE MOVED
FINAL APPROVED SHOP PLANS.
2) INSTALLATION OF THE PRECAST SECTIONS SHALL BE IN ACCORDANCE WITH THE
1) LIFT HOLES SHALL BE PLUGGED WITH AN APPROVED NONSHRINKABLE GROUT.
BOX CULVERT GENERAL NOTES
2) OPTION 1 IS CONCRETE CONSTRUCTION
1) LOW WATER CROSSING IS GRAVEL CONSTRUCTION
LOW WATER CROSSING GENERAL NOTES
CG-103
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®of Engineers
US Army Corps
U .S
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W F
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11.00'
36.00'
4.00'
6.00' 6.00'
18.00' 18.00'
11.00'
4%
1%
CL
4" GRAVEL SURFACE
2.00'
COVER & SURFACE MATERIAL
2.00' (MINIMUM)
7' SPAN X 4' RISE
(2 EACH REQUIRED)
BOX CULVERT
1.00' BEDDING
COLD BROOK CULVERT INSTALL CROSS SECTION
11.00'11.00'
4%
CL
ROAD SECTION
4" GRAVEL SURFACE
1.00' 1.00'
NATURAL GROUND
COLD BROOK CAMPGROUND ROAD INSTALL CROSS SECTION
GRID
REFERRED TO ON PROFILE
THIS POINT IS GRADE
3588.94
3588.50
4%
0.44'
4%
4" GRAVEL SURFACE
UNDERCUT & BACKFILL
2.00' (MINIMUM)
CULVERT ENDS
REQUIRED ON BOTH
SLOPED END SECTIONS
INLET END ONLY
REQUIRED ON CULVERT
PRECAST CUTOFF WALL
S O
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®of Engineers
US Army Corps
U .S
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CG-104
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N A
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B
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B
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S E
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AND GALVANIZED HIDDEN TIE BOLTS.
INCLUDED WITH CULVERT: SPECIFIED FILL HEIGHT, JOINT SEAL, JOINT FABRIC
THE PRECAST SECTIONS WILL BE ENGINEERED FOR LRFD HL93 LOADING
2' DEEP PRECAST CUTOFF WALL INCLUDES CONNECTION HARDWARE.
7' X 4' SLOPED END SECTION: 6' SLOPED END SECTION WEIGHS APPROX. 12,600 LB.
7' X 4' PRECAST CONCRETE BOX CULVERT: 6' BARREL SECTION WEIGHS APPROX. 16,500 LB.
CULVERT GENERAL NOTES:
5) DEWATERING WILL BE REQUIRED TO CONSTRUCT THE BOX CULVERT.
GOVERNED BY SPECIFIED DENSITY METHOD.
4) COMPACTION OF EARTH EMBANKMENT AND BOX CULVERT BACKFILL SHALL BE
USING THE LIFTING HOLES AND BY APPROVED EQUIPMENT.
3) CARE SHALL BE TAKEN WHEN PLACING SECTIONS. SECTIONS SHALL ONLY BE MOVED
FINAL APPROVED SHOP PLANS.
2) INSTALLATION OF THE PRECAST SECTIONS SHALL BE IN ACCORDANCE WITH THE
1) LIFT HOLES SHALL BE PLUGGED WITH AN APPROVED NONSHRINKABLE GROUT.
CULVERT INSTALLATION NOTES:
C G c u lv e rt -r o a d c ro s s s e c ti o n .d g n
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®of Engineers
US Army Corps
U .S
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F E
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0.33ft
0.33ft
2% SLOPE
& RIPRAP
UNDER ROAD
GEOTEXTILE
4% SLOPE4% SLOPE
GEOTEXTILE
18" TOE TRENCH
EXCAVATE
GEOTEXTILE
18" TOE TRENCH
EXCAVATE
1.5 FT THICK
CLASS "B" RIPRAP
22.00ft
1.00ft1.00ft
0.44ft
22.01ft
A
A
CLASS "B" RIPRAP
N
25.00ft
50.00ft
75.00ft
25.00ft
50.00ft
75.00ft
1.00ft1.00ft
(NO SCALE)
SECTION VIEW A - A
22.00ft
2% SLOPE
1.50ft1.50ft
COLD BROOK CAMPGROUND ROAD
GRAVEL LOW WATER CROSSING INSTALL CROSS SECTION
2% SLOPE 2% SLOPE
(NO SCALE)
PLAN VIEW
LOW WATER CROSSING - GRAVEL CONSTRUCTION
(NO SCALE)
ELEVATION VIEW
LOW WATER CROSSING - GRAVEL CONSTRUCTION
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B
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D
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US Army Corps
U .S
A R
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P S O
F E
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L O
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18" TOE TRENCH
EXCAVATE
1.5 FT THICK
CLASS "B" RIPRAP
GEOTEXTILE
18" TOE TRENCH
EXCAVATE
1.5 FT THICK
CLASS "B" RIPRAP
2% SLOPE
GEOTEXTILE
0.67ft0.44ft
22.00ft
0.67ft
22.01ft
25.00ft
50.00ft
75.00ft
25.00ft
50.00ft
75.00ft
1.00ft1.00ft
(NO SCALE)
SECTION VIEW A - A
COLD BROOK CAMPGROUND ROAD
CONCRETE LOW WATER CROSSING INSTALL CROSS SECTION
4% SLOPE4% SLOPE
22.00ft
A
A
CLASS "B" RIPRAP
2% SLOPE
(NO SCALE)
ELEVATION VIEW
LOW WATER CROSSING - CONCRETE OPTION
(NO SCALE)
PLAN VIEW
LOW WATER CROSSING - CONCRETE OPTION
N
25.00ft25.00ft
.0 ft
2% SLOPE 2% SLOPE
(NO SCALE)
LOW WATER CROSSING - CONCRETE OPTION
25.00ft
8.00ft
UNDER CONCRETE
GEOTEXTILE
2.00ft UNDER CONCRETE
GEOTEXTILE
2.00ft
6.00ft
SLAB
0.50ft
4" GRAVEL BEDDING
SLAB
0.50ft
L
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US Army Corps
U .S
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ADVERTISEMENT SET
L O
W W
A T
E R C
R O
S S
IN
G C
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C R
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N D
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Q
0.63" DIA. BAR
5.00" (O.C.)
25.00ft
50.00ft
75.00ft .0 f
SKEW LAP SPLICES WITH A MINIMUM OF 24" OFFSET.
TWO BARS ARE HELD FIRMLY IN CONTACT.
LAP SPLICES MUST BE TIED OR SECURED IN SUCH A MANNER THAT THE
SPLICE OVERLAP 18" MINIMUM WITH A MINIMUM OF TWO TIES PER SPLICE.
:LONGITUDINAL BAR SPLICING NOTES
A
A
2% SLOPE2% SLOPE 2% SLOPE
N
36.00" (O.C.)
18.00" (O.C.)
(NO SCALE)
PLAN VIEW
REINFORCEMENT BAR PLACEMENT
LOW WATER CROSSING - CONCRETE OPTION
(MINIMUM)
OVERLAP
18.00" SPLICE 1 1/2" MINIMUM (BAR ENDS TO CONCRETE EDGES)
(MINIMUM)
OVERLAP
18.00" SPLICE
t
0.50" DIA. BAR
(MINIMUM)
OVERLAP
18.00" SPLICE
(MINIMUM)
OVERLAP
18.00" SPLICE
18.00" (O.C.)
36.00" (O.C.)
18.00" (O.C.)
0.38" DIA. BAR
1 1/2" MINIMUM (BAR ENDS TO CONCRETE EDGES)
3.50"
3.50" (MIN.)8.00" SLAB
22.00ft
(NO SCALE)
SECTION VIEW A - A
(MINIMUM)
6" PADS TRAVERSE
@ 18" SPACING ON CENTER
#3 BAR (3/8" DIA.) GRADE 60
8" PAD TRAVERSE
@ 36" SPACING ON CENTER
#4 BAR (1/2" DIA.) GRADE 60
6" PAD LONGITUDINAL
@ 18" SPACING ON CENTER
#4 BAR (1/2" DIA.) GRADE 60 TO SURFACE
FROM TOP OF BAR
6" PAD LONGITUDINAL
@ 18" SPACING ON CENTER (O.C.)
#4 BAR (1/2" DIA.) GRADE 60
8" PAD LONGITUDINAL
@ 5" SPACING ON CENTER (O.C.)
#5 BAR (5/8" DIA.) GRADE 60
(MIN.)
3.50"
5.00" O.C.
8.00ft 6.00ft
3.50"
O.C.
18.00"
SLAB
6.00"
SLAB
6.00"
| GI100_CB_cover_page |
| GI101_CB_index |
| CS102_ CB_project_location |
| CG103_culvert_road_plan_profile |
| CG104_culvert-road_cross_section |
| CG105_CB_low_water_crossing _views |
| CG106 _CB_low_water_crossing_option_views |
| CG107 _CB low_water_crossing_option_details |
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