CB Concrete Paving Advertisement Set_July 2021 - final.pdf

PDF 5 MB Posted Aug 20, 2021

Attached to: Cold Brook Concrete Paving Federal contract opportunity
Solicitation number: W9128F21Q0084
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Other files for this federal contract opportunity

Other files attached to Cold Brook Concrete Paving, newest first.
File	Type	Posted
W9128F21Q0084_Amd0001.pdf	PDF	Sep 1, 2021
Am0001 Advertise Drawing Set.pdf	PDF	Sep 1, 2021
01 11 00 Summary of Work.pdf	PDF	Aug 20, 2021
W9128F21Q0084 - Solicitation.pdf	PDF	Aug 20, 2021
Specs W9128F21Q0084 Concrete Paving Cold Brook.pdf	PDF	Aug 20, 2021

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SHEET ID NO. DESCRIPTION

CIVIL

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FILE NAME

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

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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

CADD

PROJECT COORD.

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.

CIVIL / ENVIR.

STRUCT.

DATECHIEF, DAM SAFETY PROD.

CENTER

GEOT./ DAM SAFETY

G-001

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-CS101.dgn CS101 ROAD PLAN & PROFILE

CBCP-CP301.dgn CP301 PAVED ROAD CROSS SECTION

CBCP-CP302.dgn CP302 PAVED ROAD CROSS SECTION OVER CULVERT

Plotted July 23 2021

ADVERTISEMENT SET JULY 2021

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

CBCP-G-001.dgn G-001 COVER & INDEX

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PROJECT LOCATION

R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet ADVERTISEMENT

3587.99 EL.

3588.95 EL.

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

0+10

AND PAVED ROAD

BETWEEN EXISTING LOW WATER CROSSING

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

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'

WEST SECTION

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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

15.00ft 15.00ft 15.00ft 15.00ft 15.00ft

SAW CUT JOINT

GRADE 60

#4 EPOXY COATED REBAR,

GRADE 60

#4 EPOXY COATED REBAR,

GRADE 60

#4 EPOXY COATED REBAR,

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

1.00ft

11.00ft

2% SLOPE

18.00in (O.C.)

9.00in FROM EDGE

12.00" (O.C.)

30.00in (O.C.)

15.00in FROM EDGE

24.00in

2% SLOPE

2% SLOPE 2% SLOPE

2% SLOPE2% SLOPE

(NO SCALE)

PLAN VIEW

REINFORCEMENT BAR PLACEMENT

COLD BROOK CONCRETE ROADWAY

22.00ft

(VARIES)

4.00ft

(VARIES)

4.00ft

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

11.00ft 11.00ft

6.00in SLAB

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:

Plotted 23 July 2021

R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet ADVERTISEMENT

C P ro a d c ro s s s e c ti o n d e t.

d g

IMPACTING THE BOX CULVERT

THIS ALSO ALLOWS WATER TO RISE & FALL WITHOUT

3/4" CLEAN ROCK TO ALLOW FOR BETTER COMPACTION.

SUBSTITUTE SOME MATERIAL WITH ADDED

11.00'

36.00'

4.00'

6.00' 6.00'

18.00' 18.00'

11.00'

2.00'

COVER & SURFACE MATERIAL

2.00' (MINIMUM)

1.00' BEDDING

ROAD SECTION

0.18'

UNDERCUT & BACKFILL

2.00' (MINIMUM)

NATURAL GROUND

GRID

REFERRED TO ON PROFILE

THIS POINT IS GRADE

3588.94 EL.

SURFACE

8" JOINTED CONCRETE

11.00'

GRID

REFERRED TO ON PROFILE

THIS POINT IS GRADE

3588.94 EL.

11.00'

8" CONCRETE SURFACE

1.00' THICKENED EDGE

6" CONCRETE SURFACE

1.00' THICKENED EDGE

6" CONCRETE SURFACE

GEOTEXTILE

14' SPAN X 4' RISE

BOX CULVERT (EXISTING)

INSTALLATION OVER EXISTING CULVERT

COLD BROOK CONCRETE PAVEMENT CROSS SECTION

COLD BROOK CONCRETE PAVEMENT INSTALL CROSS SECTION

GEOTEXTILE

CULVERT INLET END ONLY

PRECAST CUTOFF WALL

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1) REFERENCE COLD BROOK LOW WATER PROJECT DRAWING CG104.1.

NOTES:

CP302

C H ro a d c ro s s s e c ti o n c u lv e rt .d g n

Plotted 23 July 2021

ADVERTISEMENTR:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet

IMPACTING THE BOX CULVERT

THIS ALSO ALLOWS WATER TO RISE & FALL WITHOUT

3/4" CLEAN ROCK TO ALLOW FOR BETTER COMPACTION.

SUBSTITUTE SOME MATERIAL WITH ADDED

11.00'

36.00'

4.00'

6.00' 6.00'

18.00' 18.00'

11.00'

2.00'

COVER & SURFACE MATERIAL

2.00' (MINIMUM)

1.00' BEDDING

COLD BROOK CULVERT INSTALL CROSS SECTION

11.00'11.00'

ROAD SECTION

4" GRAVEL SURFACE

1.00' 1.00'

COLD BROOK CAMPGROUND ROAD INSTALL CROSS SECTION

0.44'

UNDERCUT & BACKFILL

2.00' (MINIMUM)

GEOTEXTILE

4" GRAVEL SURFACE

NATURAL GROUND

INLET END ONLY

REQUIRED ON CULVERT

PRECAST CUTOFF WALL

CULVERT ENDS

REQUIRED ON BOTH

SLOPED END SECTIONS

4" GRAVEL SURFACE

3588.50 EL. GRID

REFERRED TO ON PROFILE

THIS POINT IS GRADE

3588.94 EL.

14' SPAN X 4' RISE

BOX CULVERT

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CG-104.1

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1 AS-BUILT CHANGES & ADDITIONS PER CONTRACTOR RED LINE DRAWINGS

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:

ADDED RIPRAP AND GEOTEXTILE

FOR INFORMATION ONLY

CONDITIONS.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING

GUARANTEE IS MADE AS TO THE ACCURACY OF THIS SHEET. THE

AND ONLY REPRESENTS THE BEST AVAILABLE INFORMATION. NO

THIS SHEET IS

R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet

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CG107.1

M a r

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1 AS-BUILT CHANGES & ADDITIONS PER CONTRACTOR RED LINE DRAWINGS

FOR INFORMATION ONLY

CONDITIONS.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING

GUARANTEE IS MADE AS TO THE ACCURACY OF THIS SHEET. THE

AND ONLY REPRESENTS THE BEST AVAILABLE INFORMATION. NO

THIS SHEET IS

Plotted 23 Jul 2021

R:\ODBB_PUB\CONTRACTS\...\CB Concrete Paving EM-Rec Access 2021\Drawings CB concrete roadway AdvSet

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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:

2% SLOPE2% SLOPE 2% SLOPE

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

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

(MIN.)

3.50"

(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

SOLID BASE FOR CONCRETE PLACEMENT

ACHIEVE COMPACTION AND CREATE A

ADDED MATERIAL BELOW SIDE SLOPE TO

GEOTEXTILE

3/4" CLEAN ROCK

GEOTEXTILE

1" FILL MATERIAL

RIPRAP

5.00" O.C.

8.00ft

6.00ft

3.50"

O.C.

18.00"

SLAB

6.00"

SLAB

6.00"

CBCP-G-001_AdvSet_cover

CBCP-GI101_ AdvSet_CB_project_location

CBCP-CS101_AdvSet_concrete_road_plan_profile

CBCP-CP301_AdvSet_road cross section det

CBCP-CP302_AdvSet_culvert-road_cross_section_culvert

Ref_CG104_1_culvert-road_cross_section

Ref_CG107_1 _CB low_water_crossing_option_details

File details come from the government source that posted it. Updated Aug 20, 2021.