W912DQ20B1059 APPENDIX A - DRAWINGS .pdf

PDF 18 MB Posted Jul 29, 2020

Attached to: Multiply Corps of Engineers Parks Road Repair of Asphalt and Concrete Pavement
Solicitation number: W912DQ20B1059
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for construction services to repair asphalt and concrete pavement and roadside improvements at three Corps of Engineers lake projects in Missouri damaged during 2019 flooding events. Work includes grading, slope protection, shouldering, hot mix asphalt patching and overlays, chip sealing, surface sealing, concrete pavement replacement, and pavement markings. Bidders must furnish all equipment, labor, supervision, quality control, supplies, and materials to satisfactorily complete the repairs to roadways, parking lots, boat ramps, and other incidental construction. The soliciting agency is the U.S. Army Corps of Engineers Kansas City District. The solicitation number is W912DQ20B1059 and responses are due by the date specified on the FedBizOpps notice for this requirement.

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Other files

File	Type	Posted
C.04.01 Abstract of Offers W912DQ20B1059.pdf	PDF	Sep 2, 2020
Solicitation Amendment W912DQ20B1059-0001 - 20200825 - Copy.pdf	PDF	Aug 25, 2020
W912DQ20B1059 Road Work Solicitation - 20200729.pdf	PDF	Jul 29, 2020
W912DQ20B1059 SUPPLEMENTAL BID SCHEDULE.pdf	PDF	Jul 29, 2020

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Bledsoe Ferry East 4" Full Depth HMA Patches

Legend

BFE Outlet Boat Ramp Entrance BFE Parking Lot 2 at East End Patch BFE Parking Lot 2 Patch in Front of VT

BFE Patch Boat Ramp Entrance- Shoulder BFE Road North End of Lot 1

200 ft

5) Start at main road and end in parking lot

4) Remove existing earthen shoulder and compact subgrade prior to install HMA patch

1) Remove existing aggregate/ subgrade for full-depth HMA patch

Parking Lot 2

Parking Lot 1

HMA patch dimensions:

1) 42' x 20' (transition into gravel parking lot)

2) 12' x 26' (east end of Parking Lot 2)

3) 10' x 30' (in front of vault toilet in Parking Lot 2)

4) Approx 4' x 25' (12 SY) (radius at boat ramp entrance)

5) 24' x 87' (road at north end of Parking Lot 1)

US Army Corps of Engineers ®

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Bledsoe Ferry East 2" HMA Overlay

Legend

BFE Boat Ramp Approach

100 ft

Transition mill to concrete boat ramp and sidewalk.

Transition mill to roadway and parking lots.

Contractor to remove curb stops and reinstall.

HMA Overlay

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Bledsoe Ferry East - Outlet Boat Ramp Road

Overlay boat ramp entrance road, including radii at parking lot intersections, to the concrete boat ramp and boat ramp maneuver area.

Total area: 988 SY

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Bledsoe Ferry East Chip & Seal Areas Outlet Boat Ramp-Main Road (Loop) - 4,559 SY Outlet Boat Ramp Parking Lots Lot 1 - 1,860 SY Lot 2 - 3,238 SY

Legend

Outlet Boat Ramp- Main Road (Loop)

Outlet Boat Ramp Road and Parking

400 ft

Start of chip seal

Aggregate stock pile site location

Lot #1

Lot #2

End of chip seal

Contractor to remove curb stops prior to chip seal application and reinstall after sweeping is completed.

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Shawnee Bend Boat Ramp HMA Patching 4-inch depth

Legend

Shawnee Bend Patch

200 ft

HMA patch areas and dimensions:

1) 169 SY (28' x 47' + 20' x 10')

2) 36 SY (9' x 36')

3) 40 SY (9' x 36' + 5' x 7')

4) 28 SY (11' x 23')

5) 2 SY (5' x 4')

6) 47 SY (11' x 18' + 4' x 55')

7) 70 SY (15' x 25' + 12' x 7' + 9' x 19')

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Shawnee Bend Boat Ramp 3" HMA Overlay

3,740 SY

Legend

Shawnee Bend Boat Ramp Parking and Approach

100 ft

Mill transition to concrete boat ramps

Mill area to provide smooth transition to concrete sidewalk and provide positive drainage away from building

Transition to 2-inch HMA Overlay

All curb stops in the parking lot shall be removed, stored on-site and reinstalled to match existing layout.

Water hydrant

Overlay as close to guardrail as possible

Place HMA by hand around pay station and kiosk.

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Shawnee Bend Boat Ramp 2" HMA Overlay

12,983 SY

Legend

Shawnee Bend Boat Ramp Parking and Approach

200 ft

2" HMA Overlay Area

Mill transition to existing roadway

Transition HMA and roll edge onto gravel road

Transition from 3-inch overlay to 2-inch overlay

Mill transition to concrete and provide positive drainage from building

Place HMA by hand around water hydrant

Curb Stop storage area or along edge of parking lot

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Shawnee Bend Shoulder Pavement Edge Wedge

Legend

SB Shoulder A

SB Shoulder B

300 ft

Shoulder A

Starting point

Shoulder B

Ending Points

General:

Material: MoDOT Type 1 or Type 5 crushed stone

Dimensions:

Shoulder A: 1,243 feet Shoulder B: 1,427 feet

Approximately 2-feet wide by 6-inches in depth.

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Long Shoals Day Use HMA 4" Full Depth Patch Total Patches 101 SQYD

Legend HMA Patch

100 ft

Large portion of existing areas to be patched are currently aggregate.

Contractor to remove all curb stops and stack unused curbs at beach parking lot in designated area.

Parking areas may require curb stop installation to be modified from current layout at the discretion of the COR.

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Long Shoals Day Use Area HMA 2" Overlay 1,892 SqYd

Legend

Long Shoals Day Use Area

Long Shoals Day Use Area; 1,892 SqYd

200 ft

Mill transition

Transition to gravel

Mill transition to concrete sidewalk

Main Road from State Highway 7

Intent is to pave full width of existing roadway & parking areas.

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Long Shoals Beach Parking Lot 2" HMA Overlay

Entrance Road 24' wide x 238' total length 635 SY Parking Lot 75' wide x 240 length 2,000 SY

Legend

Long Shoals Beach Entrance Road

Long Shoals Beach Parking Lot

100 ft

Head in parking:

12-feet wide spaces (40) parking spaces total

Two way traffic

Vehicles travel through center of shaded area of parking lot.

Contractor installs curb stops in designated parking area

Contractor to remove all existing curb stops from entire lot and stack on east end

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US Army Corps of Engineers ®

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Pomme de Terre Lake Administration Area Roads & Parking Lots HMA 1.5" Overlay

Total Square Yards - 4,669

Legend Project Roads - All

Parking Lots

HMA 1.5" Overlay Project Roads Square Yards

1,355

HMA 1.5" Overlay Parking Lot Square Yards

3,314

Transition Mill to sidewalks & Garage Door

Place HMA to existing sidewalk curb stop Place HMA by hand around HVAC unit

Transition Mill to existing pavement

PT-2

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Pomme de Terre Lake Damsite Park

Roads & Parking Lots HMA 1.5" Overlay

Total Square Yards - 4,067

Legend Parking Lots

Project Roads -Damsite

Transition Mill to all sidewalks

HMA 1.5" Overlay Project Road Square Yards

3,050

HMA 1.5" Overlay Parking Lots Square Yards

1,017

Transition Mill to all sidewalks

Transition Mill to Roadway Intersections

Transition Mill to Roadway Intersections &

PT-3

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US Army Corps of Engineers ®

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Pomme de Terre Lake Damsite Park

Roads - Surface Sealant Total Square Yards - 16,688

Legend Project Roads -Damsite

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US Army Corps of Engineers ®

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Legend Roadwork Patch

Pomme de Terre Lake Nemo Park

HMA Patch - 4 inch depth Total Square Yards - 427

01 25

02 20

03 64

04 64

05 4

06 63

07 57

08 1

09 4

10 5

11 9

12 80

13 7

14 6

15 6

16 4

17 4

18 4

Total 427

Patch #SqYds

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US Army Corps of Engineers ®

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Legend Project Roads - Nemo

Parking Lots - Nemo

Pomme de Terre Lake Nemo Park

Roads & Parking Lots HMA 1.5" Overlay

Total Square Yards - 25,456

HMA 1.5" Overlay Project Road Square Yards

18,074

HMA 1.5" Overlay Parking Lots Square Yards

7,382

Transition Mill to all sidewalks

Transition Mill to concrete boat ramp lanes

PT-6

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US Army Corps of Engineers ®

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8 9

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Total µPomme de Terre Lake Wheatland Park

HMA Patches - 4 inch depth Total Square Yards - 472

Legend Roadwork Patch

Transition Patches Into Campsites

5p6p

1p 66

2p 89

3p 24

4p 26

5p 26

6p 11

7p 75

8p 16 Total 3 3 3

Patch #SqYds

1 13

2 12

3 10

4 9

5 15

6 7

7 10

8 15

9 12

10 12

11 12

12 11

Total

Transition Patch # Square Yards

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US Army Corps of Engineers ®

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Pomme de Terre Lake Wheatland Park

Roads & Parking Lots HMA 1.5" Overlay

Total Square Yards - 10,721

Legend Project Roads - All

Parking Lots

0910&

HMA 1.5" Overlay Project Roads Square Yards

3,651

HMA 1.5" Overlay Parking Lots Square Yards

7,070

Transition Mill to all sidewalks

Transition Mill around concrete sides of boat ramp

PT-8

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US Army Corps of Engineers ®

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Pomme de Terre Lake Wheatland Park

Roads - Surface Sealant Total Square Yards - 21,462

Legend Project Roads Surface Sealant - Wheatland

PT-9

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US Army Corps of Engineers ®

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Nemo Park - Patch Location Site Map

Patch ID # Length

(ft) Width

(ft) Area (SY) HMA Patch Location

Site Map Patch ID #

Length (ft)

Width (ft)

Area

(SY)

Dump station roadway 01 - - 25 Campsite 15 entrance loop road 1p 31 19 66 Loop Road Behind CXT Showers 02 11 16 20 Loop road in front of Campsite 21 2p 38 21 89 Campsite 73 exit 03 24 24 64 Campsite 22 entrance loop road 3p 21 10 24 Campsite 75 exit 04 24 24 64 Campsite 29 entrance loop road 4p 26 9 26 Campsite 73 entrance loop road 05 12 3 4 Campsite 31 exit loop road 5p 23 10 26 Campsite 52 entrance loop road 06 - - 63 Campsite 29 exit loop road 6p 19 5 11 Campsite 49 entrance loop road 07 - - 57 Boat ramp 7p 32 21 75 Campsite 39 across road on loop road 08 5 2 1 Dump station pull-in parking area 8p 21 7 16 Campsite 22 exit left side of loop road 09 12 3 4 333 Campsite 22 exit right side campsite loop road 10 15 3 5 Campsite 29 exit left side campsite loop road 11 16 5 9 Loop road between Campsites 27 -28 12 - - 80

Entrance Road Group Camp 13 32 2 7 Transition Patch Location Site Map

Patch ID # Length

(ft) Width

(ft) Area

(SY)

Group Camp Road Loop 14 18 3 6 Campsite 83 entrance loop road 1 28 4 13 Group Camp Road Loop 15 18 3 6 Campsite 82 entrance loop road 2 26 4 12 Group Camp Road Loop 16 12 3 4 Campsite 81 entrance loop road 3 22 4 10 Group Camp Road Loop 17 12 3 4 Campsite 80 entrance loop road 4 20 4 9 Group Camp Road Loop 18 12 3 4 Campsite 79 entrance loop road 5 32 4 15

427 Campsite 78 entrance loop road 6 15 4 7 Campsite 77 entrance loop road 7 21 4 10 Campsite 18 exit loop road 8 32 4 15 Campsite 17 entrance loop road 9 25 4 12 Campsite 16 entrance loop road 10 25 4 12 Campsite 13 exit loop road 11 25 4 12 Campsite 28 exit loop road 12 23 4 11

138HMA Transition Patch Patch Total:

TABLE 1: NEMO PARK - HMA PATCH LOCATION AND DIMENSIONS

Wheatland Park HMA Patch Total:

Nemo Park HMA Patch Total:

TABLE 2: WHEATLAND PARK - HMA PATCH LOCATION AND DIMENSIONS

TABLE 3: WHEATLAND PARK - HMA TRANSITION PATCH LOCATION AND DIMENSIONS

US Army Corps of Engineers ®

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S to ck to n P ar k

B oa t R am p M an ue ve r

A re a R ep ai r C ra bt re e

C ov an

L oo ps ne P ro te ct io n

O rle an s

T ra il B oa t

R am p/ P ar ki ng L ot hi p/ P av em en t

M ar ki ng

H aw ke r

P oi nt B oa t

R am p/ P ar ki ng ot hi p/ P av em en t

M ar ki ng

M ut to n

C re ek B oa t

R am p P ar ki ng

M an ue ve r A re a an d

A cc es s

R oa d R ep ai rs

R ua rk B lu ff

E as t S ho ul de rin g

O ve rv ie w o f R ep ai r A re as

ST-1

O N

O C

N , M

U R

I R

B R

O C

H U

R E

US Army Corps of Engineers ®

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Notes:

Place MoDOT Type 2 Ditch Liner along roadway in this location for slope protection.

Dimensions:

Approximately 500-feet long x 15-feet wide x 18-inch depth

Slope protection stone

Crabtree Cove A Loop

Slope Protection

ST-2

O N

E C

C O

L O

O P

P R

US Army Corps of Engineers ®

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250 ft x 20 ft

550 ft x 8 ft

650 ft x 8 ft

250 ft x 24 ft

Notes:

Place MoDOT Type 2 Ditch Liner at locations shown along the roadway for slope protection.

Place stone to a depth of approximately 18-inches and to the dimensions shown for each location.

Crabtree Cove B Loop

Slope Protection

ST-3

O N

E C

C O

L O

O P

P R

US Army Corps of Engineers ®

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NOTES:

1. Chip seal: Red shaded area indicates 7,000 SY of MoDOT A1 granite or trap rock chip seal application.

2. Pavement Marking:

a. High build acrylic waterborne paint. Glass beads not required.

b. 4-inch wide lines

c. Parking space dimensions:10-ft x 40-ft

d. Approximately (34) oversized vehicle parking spaces; yellow in color.

e. ADA spaces (3) with ISA stencil & hashed unloading areas; blue in color.

ST-4

O N

E H

R P

T M

US Army Corps of Engineers ®

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Mutton Creek Access Boat Ramp HMA Patch (4-inch) and Chip Seal

Legend

Boat Ramp Maneuver Area

Boat Ramp Parking Lot

Entrance Road to Boat Ramp

200 ft

Do not disturb existing curbs.

Concrete boat ramp vault toilet

NOTES:

1. Install HMA patch (4-inch depth) to match existing grade. Existing conditions consist of approximately 2-inches of bituminous pavement on aggregate base. Do not damage or disturb existing concrete curbs and concrete boat ramp. Total area: 812 SY

2. Grade & compact existing aggregate parking lot and perform a single chip seal application (MC-250 & MoDOT A1 granite or trap rock).

Total area: 1,780 SY

3. Chip seal application (CRS-2P & MoDOT A1 granite or trap rock).

Includes both the entrance road and parking lot (areas shaded in yellow and red). Chip seal requirements for the parking lot area shall follow double chip seal application procedures. Total area: 2,830 SY

ST-5

O N

E M

O N

C R

- S

C H

US Army Corps of Engineers ®

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Mutton Creek Access Road HMA Patch (4-inch) Dimensions: 150 feet x 4 feet

Legend

ST Mutton Creek HMA Patch Area

100 ft

ST-6

O N

E M

O N

C R

E R

M A

US Army Corps of Engineers ®

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Notes:

1. Chip seal: Red shaded area indicates 7,500 SY of MoDOT A1 granite or trap rock chip seal application.

2. Pavement Marking:

a. High build acrylic waterborne paint. Glass beads not required.

b. 4-inch wide lines

c. Parking space dimensions:10-ft x 40-ft

d. Oversized vehicle parking spaces (36); yellow in color.

e. ADA spaces (2) with ISA stencil & hashed unloading areas; blue in color.

ST-7

O N

E O

- S

E M

T M

US Army Corps of Engineers ®

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Pavement Edge Wedge - MoDOT Type 1 or Type 5 Agg.

Notes:

Approximately 5,460 LF of shouldering (pavement edge wedge) along roadways as indicated in red.

Dimensions:

Width: 3-feet Depth: Approximately 6-inches at pavement edge and transitioned into existing shoulder.

ST-8

O N

E R

US Army Corps of Engineers ®

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Notes:

1. Maneuver Area - Reference drawings CP-501, CP-502, and CP-503 for boat ramp maneuver area pavement replacement details.

2. Drainage Ditch - Remove existing slope protection stone as required to reshape and grade ditch near maneuver area to establish positive drainage away from the ramp and parking lot to the north. Re-line with MoDOT Type 2 Ditch Liner. Excess excavated material shall be uniformly placed around the north perimeter of the existing slope protection stone.

Dimensions and grade of drainage ditch repair:

Length: 90-feet Depth: Approximately 2-feet Width: Approximately 12-feet total (6-feet side slopes) Side slopes: Grade not to exceed 1 on 3 Ditch invert: Minimum slope of 3%

Dashed line indicates centerline of the ditch.

Place excavated material around north edge of existing slope protection stone.

ST-9

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O C

N P

P M

A R

G R

File details come from the government source that posted it. Updated Jul 29, 2020.