Am0001 Advertise Drawing Set.pdf
PDF 733 KB Posted
- Attached to
- Cold Brook Concrete Paving Federal contract opportunity
- Solicitation number
- W9128F21Q0084
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F21Q0084_Amd0001.pdf | ||
| 01 11 00 Summary of Work.pdf | ||
| W9128F21Q0084 - Solicitation.pdf | ||
| CB Concrete Paving Advertisement Set_July 2021 - final.pdf | ||
| Specs W9128F21Q0084 Concrete Paving Cold Brook.pdf |
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GENERAL
SHEET ID NO. DESCRIPTION
SHEET ID NO. DESCRIPTION
CIVIL
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SHEET ID
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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
R S
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
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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
C B
C P -G
-0 .d g n
COLD BROOK DAM, SOUTH DAKOTA
CONCRETE PAVING EM / REC ACCESS
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CBCP-GI101.dgn GI101 PROJECT LOCATION
CBCP-CP302.dgn CP302 PAVED ROAD CROSS SECTION OVER CULVERT
ADVERTISEMENT
SHEET ID NO. DESCRIPTIONFILE NAME
REFERENCE DRAWINGS
R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet
ROAD & CULVERT CROSS SECTION
Ref_CG104.1.dgn CG104.1 DRAINAGE IMPROVEMENT EM/REC ACCESS
LOW WATER CROSSING - CONCRETE OPTIONS
Ref_CG107.1.dgn CG107.1 DRAINAGE IMPROVEMENT EM/REC ACCESS
Plotted Aug 31 2021
G-001.1
1 CBCP-CP301_1.dgn CP301.1 PAVED ROAD CROSS SECTION
CBCP-CS101_1.dgn CS101.1 ROAD PLAN & PROFILE
CBCP-G-001_1.dgn G-001.1 COVER & INDEX
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E T S G -0
C S -1
C
P -3
ADVERTISEMENT SET JULY 2021 (REVISED AUG 2021)
ON SOUTH 30 FT OF NEW PAVEMENT
SLOPED SIDE WALLS NOT REQUIRED
3587.99 EL.
3588.95 EL.
WITH EXISTING ROAD
NEW PAVEMENT TO ALIGN
AND NEW CONCRETE.
EXSITING CONCRETE
REQUIRED BETWEEN
2" EXPANSION JOINT
3588.83 EL.
3587.73 EL. 3588.49 EL.3588.46 EL.
NEW CONCRETE PAVEMENT
SEE NOTE 6
DELINEATOR POST
BOX CULVERT
EXISTING
LOW WATER CROSSING
EXISTING CONCRETE
22.00'
0+10
AND PAVED ROAD
BETWEEN EXISTING LOW WATER CROSSING
22.00'
0+30.06
3588.94
22.00ft
3587.93 EL.
0+60 1+35
1+62.12
SIGNAGE
0+00 1+60
1+00 2+00 3+00 4+00 5+00 1+10
4+30.39 5+24.38
3588.94
2+10
EAST SECTION
N
CAMPGROUND GATE
1+87.12 2+12.12
3580.0
3591.0
3590.0
3587.0
3586.0
3588.0
3589.0
3585.0
3584.0
3583.0
3581.80 3582.0
3581.0
3590.0
3591.0
3580.0
3581.0
3582.0
3583.0
3584.0
3585.0
3586.0
3587.0
3588.0
3589.0
(27.53')
30.00' ROAD CURVE
ROAD WEST SECTION ROAD EAST SECTION
2" GAP FOR EXPANSION JOINT
EXPANSION JOINT
2" GAP FOR
22.00'
75.00'
22.00'
26.66'
CAMPGROUND GATE
2+37.12 3+30.39
5+30.40
ROAD CURVE
(ROAD CTR.)
66.61'
23.00'
90.00'
120.00'
WEST SECTION
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Plotted 31 Aug 2021
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7) 8" OF EXISTING GRAVEL SHALL BE REMOVED PRIOR TO CONCRETE PAVEMENT INSTALLATION.
INSTALL CONCRETE SURFACE MOUNTED POSTS.
6) INSTALL (6 EACH) DELINEATOR POSTS EVENLY SPACED ON BOTH SIDES OF THE ROAD.
GRAVEL ROADWAY.
5) USE EXISTING GRAVEL TO PROVIDE SMOOTH TAPER FROM EDGE OF NEW CONCRETE TO EXISTING
EXCESS GRAVEL REMOVED FOR THE CONCRETE PAVEMENT TO MATCH THE EXISTING GRADE.
4) THE END OF THE NEW CONCRETE PAVEMENT AND SLOPES TO THE SOUTH SHALL BE GRADED WITH
APPROVED BY THE COR.
3) THE PAVEMENT JOINTS SHALL BE SEALED WITH AN APPROVED METHOD AND JOINT MATERIAL
THE SIDE SLOPE TRANSITION SHALL BE TO THE SOUTH OF THE EXISTING CULVERT.
PRIOR TO CONSTRUCTION.
2) ALL SIDE SLOPE TRANSITIONS SHALL BE REVIEWED AND APPROVED BY THE PROJECT COR
OR APPROVED EQUAL.
SYSTEM AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
THE INSTALLED WATERTIGHT EXPANSION JOINT SHALL USE THE EMSEAL BEJS JOINT
TO FIT TIGHTLY AND SEAL THE JOINT.
LOW WATER CROSSING INCLUDING THE NEW SIDE SLOPES, AND THE NEW PAVEMENT
1) THE RUBBERIZED 2" EXPANSION JOINT SHALL BE INSTALLED BETWEEN THE EXISTING
CONCRETE PAVEMENT GENERAL NOTES
ADVERTISEMENTR:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet
CS101.1
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15.00ft 15.00ft 15.00ft 15.00ft 15.00ft
15.00ft
15.00ft
120.00ft
90.00ft
1.00ft
SAW CUT JOINT
GRADE 60
1" DIA. EPOXY COATED DOWEL BAR,
GRADE 60
1" DIA. EPOXY COATED DOWEL BAR,
SAW CUT JOINTSAW CUT JOINTSAW CUT JOINT SAW CUT JOINT
GRADE 60
1" DIA. EPOXY COATED DOWEL BAR,
SAW CUT JOINT
GRADE 60
1" DIA. EPOXY COATED DOWEL BAR,
SAW CUT JOINT
GRADE 60
1" DIA. EPOXY COATED DOWEL BAR,
SAW CUT JOINT
11.00ft
11.00ft
EPOXY COATED
GRADE 60,
#4 REBAR,
EPOXY COATED
GRADE 60,
#4 REBAR,
EPOXY COATED
GRADE 60,
#4 REBAR,
22.00ft
1.00ft
(VARIES)
4.00ft
11.00ft
2% SLOPE
2% SLOPE
18.00in (O.C.)
9.00in FROM EDGE
12.00" (O.C.)
30.00in (O.C.)
24.00in
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE 2% SLOPE
2% SLOPE2% SLOPE
(NO SCALE)
PLAN VIEW
REINFORCEMENT BAR PLACEMENT
COLD BROOK CONCRETE ROADWAY
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
FROM EDGE
15.00in
9.00in FROM EDGE
(VARIES)
4.00ft
(VARIES)
4.00ft
(VARIES)
4.00ft
22.00ft
11.00ft
90.00ft
4.00in 8.00in SLAB
6.00in SLAB
4.00in 8.00in SLAB
6.00in SLAB
(NO SCALE)
ROADWAY OVER BOX CULVERT
DETAIL C
(NO SCALE)
ROADWAY OVER GROUND
DETAIL B
12.00in THICKENED EDGE
6.00in (O.C.)
12.00in (O.C.)
9.00in (O.C.)
DOWEL BARS AT SAW CUT JOINTS ONLY
1" DIA., EPOXY COATED
ENTIRE LENGTH OF THE SLOPED SIDES
#4 EPOXY COATED REBAR RUNNING THE
1.00ft
3.00in
DOWEL BARS AT SAW CUT JOINTS ONLY
1" DIA., EPOXY COATED
6.00in (O.C.)
12.00in (O.C.)
9.00in (O.C.)
DOWEL BARS AT SAW CUT JOINTS ONLY
1" DIA., EPOXY COATED
ENTIRE LENGTH OF THE SLOPED SIDES
#4 EPOXY COATED REBAR RUNNING THE
1.00ft
3.00in
DOWEL BARS AT SAW CUT JOINTS ONLY
1" DIA., EPOXY COATED
TOP OF BOX CULVERT
22.00ft
8.00in SLAB
(NO SCALE)
SECTION VIEW A - A
12.00in THICKENED EDGE 12.00in THICKENED EDGE
2%
11.00ft 11.00ft
6.00in SLAB
2%
DOWEL BAR PLACEMENT
FOR EPOXY COATED
SEE DETAIL B
REBAR PLACEMENT
FOR EPOXY COATED
SEE DETAIL B
6.00in SLAB
4.00ft (VARIES) 4.00ft (VARIES)
24.00in
6.00in SLAB
GEOTEXTILE GEOTEXTILE
CLASS B
RIPRAP
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FOR ROADS AND BRIDGES, 2015 EDITION.
2) ALL STEEL SHALL MEET THE SDOT STANDARD SPECIFICATIONS
1) REFERENCE DRAWING - SEE COLD BROOK DRAWING CG107.1.
NOTES:
R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet ADVERTISEMENT
CP301.1
Plotted 31 Aug 2021
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| CBCP-G-001_1_AdvSet_cover |
| CBCP-CS101_1_AdvSet_concrete_road_plan_profile |
| CBCP-CP301_1_AdvSet_road cross section |
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