Attachment3_Drawings_W911RX-18-B-0005.pdf

PDF 5 MB Posted Mar 19, 2018

Attached to: Mill and Overlay, Various Locations, Fort Riley, KS
Solicitation number: W911RX-18-B-0005
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Riley

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File	Type	Posted
W911RX-18-B-0005-0003_updated_13APR18.pdf	PDF	Apr 13, 2018
Attachment_4_Dist_2_KDOT_seed_mix.pdf	PDF	Apr 13, 2018
Attachment_5_KDOT_Dist_2_seed_mix.pdf	PDF	Apr 13, 2018
18B0005_Questions_from_Industry_2018-4-12.docx	DOCX document	Apr 12, 2018
W911RX-18-B-0005-0002_updated_11_APR_18.pdf	PDF	Apr 11, 2018
18B0005_Questions_from_Industry_2018-4-10.docx	DOCX document	Apr 10, 2018
18B0005_Questions_from_Industry_2018-4-2.docx	DOCX document	Apr 3, 2018
W911RX-18-B-0005-0001_updated_29_MAR_18.pdf	PDF	Mar 29, 2018
Attachment_1_SOW_updated_2018-3-22.pdf	PDF	Mar 29, 2018
Attachment_3_Drawings_updated_2018-3-26.pdf	PDF	Mar 29, 2018
Attachment2_WageDet_W911RX-18-B-0005.pdf	PDF	Mar 19, 2018
Attachement1_SOW_W911RX-18-B-0005.pdf	PDF	Mar 19, 2018
W911RX-18-B-0005_FY18_Mill_and_Overlay_Projects.pdf	PDF	Mar 19, 2018

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50 1

STATE YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

Partial

60%

13% sht. 1

AADT(2017)

AADT(2037)

FORT RILEY DIRECTORATE OF PUBLIC WORKS

RILEY COUNTY KANSAS

TASK ORDER NO.

45 MPH

20 FT

2- O O PLAN & STANDARD SHEETS

KANSAS 1

GROSS LENGTH OF PROJECT

EXCEPTIONS

NET LENGTH OF PROJECT

NET LENGTH OF BRIDGES

NET LENGTH OF ROAD

FT. (Includes Equations)

FT.

FT. MILES

MILES

Clear Zone

C of A

DHV

DESIGN DESIGNATION

CONVENTIONAL SIGNS

COUNTY LINE

CITY LIMITS

STATE OR NATIONAL LINE

PROPERTY LINE

HIGHWAY FENCE

EXISTING FENCE

CONSTRUCTION LIMITS

RIGHT OF WAY LINE

TRAVELED WAY

RAILROADS

TOWNSHIP, SECTION or GRANT LINE

GUARDRAIL

CENTER LINE OF PROJECT

TERRACE

CULVERTS

DROP INLET & STORM SEWER

ACCESS CONTROL

POWER POLE

TELEPHONE POLE

MARSH

HEDGE

TREES

PROFILE ELEVATION

STREAM or CREEK

INDEX OF SHEETS

TITLE SHEET1

FORT RILEY DIRECTORATE OF PUBLIC WORKS

Project Manager, Public Works Engineering Division

Approved

Date

By:

FEDERAL PROJECT

Civil Engineer PE, PTOE

SEEDING

PAVEMENT

GRADING

CULVERTS

responsible for verifying quantities for bidding purposes.

Quantities are estimated and for information only. Contractor is

ROADSIDE IMPROVEMENTS PROJECT

18F2-00020-8J

185'--5"

Varies

51'--9"

100'--8"

7' 9"

50'--4"

93'--8"

40'--8"

16'--8"

151'--2"

E x is

t. D itc h

E x is t.

B a r r ie r

E xi st in g

Mar sha ll Dr

E xi st D it ch xi st D ch is t.

C o n c

S u r f a c e

E x is t.

C o n c

S u r f a c e

E x is t.

C o n c

S u r f a c e

H E

N R

H E

E=1661242.69 N=260986.15

E=1662041.37 N=261161.84

Start Project

End Project

{ SMOKEY HILL RD

M O

K E

Solid Lines

4" Double Yellow

Dotted Line

4" White

Solid Line

4" White

Security Barrier

Exist. Conc.

Pad

Exist. Conc.

Solid Line

4" Yellow

Grade(Patch)

9" HMA Commerical

Full Depth Patch Typical

Varies

Scale 5:1

{ Smokey RD.

E=1661389.09N=261119.72

E=1661389.09 N=261119.72

Sht. RD051

See KDOT Std.

E=1661132.58 N=261098.83

E=1661119.22 N=261127.37

M&O Limit

0+00 5+00

M&O Limit

Exist. Stop Sign

Solid Line

4" White

Solid Line

24" White

E=1661437.04 N=261139.10

E=1661265.92 N=261032.12

E=1661202.28 N=261036.35

E=1661476.85 N=260746.81

{ Smokey RD.

2%4%

6:1 Sl ope or

Flatt er

2" Mill & Overlay

Aggregate Shoulder

6"AB-3

Scale 5:1

Typical Section

1 6:1 Slope or Flatter

12'--0"

Varies

8" AB-3 Base

Scale 5:1

6" AB-3 Base

6:1 Slope or Flatter

Grade (Class A)

6" HMA Commerical

Section A-A 1:1

Aggregate Shoulder

6"AB-3

Varies Varies

See Section 01 11 00 Summary of Work

Night Operation shall be Conducted on Smokey Hill Rd.

Notes:

Seed (2000 SQFT)

PVMT Marking (Multi-Component) (Yellow) (4") (2218 LNFT)

PVMT Marking (Multi-Component) (White) (24") (18 LNFT)

PVMT Marking (Multi-Component) (White) (4") (2510 LNFT)

Milling(Asphalt)(2")(Transport to Camp Funston) (3384 SQYD)

HMA Commerical Grade (Class A)(Patching) (414 TONS)

HMA Commerical Grade (Class A) (368 TONS)

Aggregate Shoulder (AB-3) (6") (1977 SQYD)

Common Excavation (300 CUYD)

Clear & Grub - Trees up to 6" Diameter (2000 SQFT)

Estimated Materials Include the Following:

Fill and Re-grade as Necessary

Install AB-3 Shoulder w/Edge Wedge LT.&RT.

See Typical Section

2" Mill and Overlay

{ Smokey Hill Rd. Sta. 0+00 to Sta. 9+18.51

Seed (1000 SQFT)

HMA Commerical Grade (Class A) (16 TONS

Aggregate Shoulder (AB-3) (6") (24 SQYD)

Common Excavation (50 CUYD)

Clear & Grub - Trees up to 6" Diameter (1000 SQFT)

Estimated Materials Include the Following:

Fill and Re-grade as Necessary

Install AB-3 Shoulder w/Edge Wedge RT.

Install Asphalt Shoulder w/50' Radius

2" Mill & Overlay

2 18KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

SCALE

030' 30'

F2-00020-8J 2018

Fort Riley Directorate of Public Works

MILL AND OVERLAY

SMOKEY HILL RD.

Approx.

20'

Approx.

20' 50'50' W

2+ 21'+ 21'

Var.

Slope

Varies

V a r

S lo p e

V a r

S lo p e

N o r m a l S id e

R o a d

S lo p e

R o a d

S lo p e

' 25

R .R

28'

24'

"W" for Side Roads for Entrances

Surfaced Roadbed

M.B. Turnout

Shoulder Line

110'

15' 15'40' 40'

Base or Surface

Course

"L"

N o r m a l

S lo p e

N o r m a l

S lo p e o r

E n tr a n c e

R/W

Typical drainage structure

Ditch

Edge of Surface

Shoulder Line

Edge of Surface

Rad. Pt. 32.69' E.P.

Variable slope approx.

50' or as available.

Variable slope approx.

50' or as available.

Thickness as shown in

General Note.

Direction of Traffic Edge of Surfacing

Shoulder Line Mail Box

Existing Profile

WITH DRAINAGE STRUCTURE MOUND ENTRANCE OR SIDE ROAD

DETAIL FOR SURFACING OF SIDE ROADS

& HOUSE ENTRANCES

SECTION A-A

DETAIL FOR SURFACING OF MAIL BOX TURNOUTS

TYPICAL PROFILE AT GRADE CONTROL POINTS

Normal Slope (but not steeper than

8:1 Slope at the appropriate clear

Computed at the rate of

Note: The face of Mail Box should be no closer to

Width shall be 8' or shoulder width, whichever is greater.

zone shall apply to all mound entrances and mound side roads to 10' fill height.

Normal Slope (but not steeper than 6:1) for over 10' fill height.

appropriate clear zone width.

the roadway than the edge of the shoulder.

Align with edge of turnout when turnout width is greater than shoulder width.

TABLE OF DIMENSIONS

RATES OF APPLICATION RECAPITULATION OF QUANTITIES

D D D D D DL L L L L L

1''

2''

25'

50'

3''

4''

75'

100'

5''

6''

125'

150'

7''

8''

175'

200'

225'

250'

11''

12''

275'

300'

RATE UNIT ITEM ITEM TOTAL UNIT

ITEM

9''

10''

(Surfacing)

On side roads and entrances which slope toward the highway, a low point approx. 6" deep shall be constructed to divert surface drainage into the high-way ditch, the plans.

unless otherwise shown on ì ì

S id e

R o a d ì Project

6:1) at approximate ì Structure or ì Project

RD051

ESTIMATED QUANTITIES FOR SMOKEY HILL RD.

SMOKEY HILL RD.

ESTIMATED QUANTITIES FOR

A tack coat of SS-1HP shall be provided between each lift of all base courses and

1 1 8-30-06 calculated at the rate of 0.06 gal. /sq. yd.

Changed tack type/rate

Asphalt Material quantities are calculated on the basis of 8.328 lbs. per gal.

On projects which specify both asphalt base and surface course materials, placed on an existing asphalt, brick, or concrete surface, when so ordered by the

1 2 1-10-07 Changed bituminous to asphalt material as directed by the Engineer. The removal of this material will be subsidiary.

The material used to backfill over the structure shall be at least to the to the limits shown on the detail.

GENERAL NOTE:

Over all structures, unless otherwise directed by the Engineer, where the top of the hubguard is level with or above the finished shoulder grade, the earth cover over the structure slab shall be removed and backfilled with paid for at the prices shown in the contract.

to the R/W line as indicated on the detail. All side roads and house entrances with existing asphalt surface shall be surfaced with

R/W line or to the end of construction, as directed by the Engineer. Each mailbox turnout (ON PROJECTS WHERE STABILIZED SHOULDERS ARE NOT SPECIFIED) shall be surfaced with

Surfacing material (SA- ) shall be used for surfacing house entrances and side roads ( C.Y./SQ. YD.) beyond the limits of the asphalt surface to the limits of construction as determined by the Engineer.

same thickness as the stabilized shoulder within the approximate limits of the shoulder.

side roads, house entrances and mailbox turnouts may be surfaced with both materials at the contractors option, with the approval of the Engineer.

lbs. per cu. ft. Quantities for stabilized base course, AB-3, are calculated on the basis of 1 56 lbs. per cu. ft. Weight/cu. ft. includes moisture allowed by specification.

Thicknesses indicated for all construction which is paid for on a weight or volume basis are approximate and may vary to correct for unevenness in the foundations or for other normal unevenness encountered in placement operations.

surface courses and under the first lift of base or surface courses when they are

Engineer and at the rate designated by him. Quantities are included for these tacks ordered by the Engineer, the top 3'' shall be left uncompacted for seeding.

The Contractor shall cut the subgrade in accordance with this profile at all grade control points, i.e. ; existing pavements, grade bridges and

R.R. crossings, also at changes in thickness of base or surface courses.

The work of cutting the subgrade and disposing of excess excavated material shall be subsidiary to other items in the contract.

The base course shall be constructed to the plan thickness as shown.

All side roads and house entrances shall be surfaced with

The thickness of side road and entrance surfacing may be increased to the

Quantities for aggregate for shoulders, AS-1, are calculated on the basis of 1 50

Corresponding dimensions of "D" and "L" shall be as given in the table below.

On surfacing projects, the 6'' of Compaction Type AA, shown for the center portion on the roadbed, is for the purpose of restoring the original Compaction Type AA which may have been lost since grading operations. The exact locations of this Compaction

Type AA, which will be required, is to be determined by the Engineer at the time of con-

(MR- )".

struction. This work shall be paid under the bid item "Compaction of Earthwork (Type AA)

Shoulder rumble strips will not be constructed as part of this project.

The earth shoulders shall be compacted full depth (Type -MR ) except, when

9 6-12-02 S.W.K. J.O.B.Added low point off shoulder.

S.W.K. J.O.B.10 3-24-05 Revised compaction, tack type/rate

S.W.K. J.O.B.

STATE

KANSAS

YEARPROJECT N0.

SHEETS

TOTAL

SHEET NO.

D G

N S

P E

F il e

D ra w n B y

U S

E R

N A

M E

P lo tt e d S

Y T

DATE REVISIONS BY APP'DNO.

KANSAS DEPARTMENT OF TRANSPORTATION

FHWA APPROVAL 9-06-06

DESIGNED

DETAILED

DESIGN CK. DETAIL CK. QUAN.CK.

TRACED Bowser

TRACE CK. Hecht

QUANTITIES

APP'D. James O. Brewer

K D

O T G r a p h ic s C e r ti fi e d

KDOT Graphics Certified 10-21-2015

CUYDLFT EA TONSSQYDSQFT

KDOT SPEC

CLEAR & GRUB - TREES UP TO 6" DIAMETER

COMMON EXCAVATION(RURAL SMALL)

AGGREGATE SHOULDER (AB-3) (6")

HMA COMMERCIAL GRADE (CLASS A)

HMA COMMERICAL GRADE (CLASS A) (PATCHING)

MILLING (ASPHALT) (2") (TRANSPORT TO CAMP FUNSTON)

PVMT MARKING (MULTI-COMPONENT) (WHITE) (4")

PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")

PVMT MARKING (MULTI-COMPONENT) (YELLOW) (4")

SEED (URBAN MIX)

2018 3 18F2-00020-8J

89'--5"

-2

63'--3"

73'--3" R

-3

'--3

4'--0"

" 26'--6"

-0

5'--0"

164'--2" R

'--0

79'--3"118'--11"41'--3"

121'--11"38'--1"

21'--5"

"E x is

t. 2

" C

M P

Electric

Corvias Boundary

E x is

t. 3

" C

M P

S E

. CL

GODFREY AVE

M&O Limits

Start Project

Solid Lines

4" Double Yellow

E=1660085.30 N=271154.36

E=1660017.50 N=271150.47

Yellow Solid Line

End 4" Double

E=1659880.05 N=271318.06

306. Seed ( SQFT)

243. Curb and Gutter, Combined (AE) ( LNFT)

14. Common Excavation ( CUYD)

Estimated Material |tems |nclude:

Fill and Re-Grade as Necessary

See KDOT Std. Sht. RD635

Remove and Install Type 1 Curb & Gutter

Sta. -

Scale 5:1

Grade(Patch)

9" HMA Commerical

8" AB-3 Base

Full Depth Patch Typical

Varies

E=1659615.19 N=270775.14

E=1660061.80 N=271214.57

M&O Limits

Commerical Grade

9" HMA

Section B.2-B.2

1'--9"

Varies

& Gutter

Install Type 3 Curb

6:1 Sl ope or

Flatt er

Section B-B

Scale 5:1

6:1 Sl ope or

Flatt er

2" Mill & Overlay

6" Edge Wedge

Seitz Dr.

{ Godfrey Ave. &

1 6:1 Slope or Flatter

11'--6"

6:1 S lope or F latter

2" Mill & Overlay

See KDOT Std. Sht. RD635

Type 3 Curb&Gutter

2% 6:1 Slope or Flatter

11'--6"1'--9"

{ Godfrey Ave.

Section B.1-B.1

B.3 B.3

See KDOT Std. Sht. LA855

Erosion Control (Class 2)(Type E)

3:13:1

10'--0"

4'--0"

B .3

B.3 B.3

Section B.3-B.3

E=1659971.33 N=271125.73

E=1659730.62 N=270919.79

E=1660038.94 N=271144.29

Back of Curb

E=1660045.90 N=271227.06

Back of Curb

E=1659786.26 N=270943.40

B.1

E=1659975.31 N=271242.63

Yellow Solid Line Begin 4" Double

0+00

5+00

E=1659843.69 N=271551.27

8" AB-3 Base

Seed (7000 SQFT)

Pavement Edge Wedge (100%)(Install Only) (47 TONS)

PVMT Marking (Multi-Component) (Yellow) (4") (3496 LNFT)

PVMT Marking (Multi-Component) (White) (4") (3171 LNFT)

Milling(Asphalt)(2")(Transport to Camp Funston) (5150 SQYD)

HMA Commerical Grade (Class A)(Patching) (630 TONS)

HMA Commerical Grade (Class A) (560 TONS)

Common Excavation (200 CUYD)

Clear & Grub - Trees up to 6" Diameter (2000 SQFT)

Estimated Material |tems |nclude:

Fill and Re-grade as Necessary

See Section B-B

Install Edge Wedge LT.&RT.

2" Mill and Overlay

{ Godfrey Ave. to Seitz Ave. Sta. 0+00 to Sta.18+67.38

Seed (100 SQFT)

End Section (24")(RC) (1 EA)

Common Excavation (5 CUYD)

Clear & Grub - Trees up to 6" Diameter (100 SQFT)

Estimated Material |tems |nclude:

Fill and Re-grade as Necessary

Install End Section to Exist. 24" CMP

Remove Exist. End Section

Seed (100 SQFT)

End Section (30")(RC) (1 EA)

Common Excavation (5 CUYD)

Clear & Grub - Trees up to 6" Diameter (100 SQFT)

Estimated Material |tems |nclude:

Fill and Re-grade as Necessary

Install End Section to Exist. 30" CMP

Remove Exist. End Section Seed (300 SQFT)

Curb and Gutter, Combined (AE) (102 LNFT)

Estimated Material |tems |nclude:

Fill and Re-Grade as Necessary

See KDOT Std. Sht. RD635

Remove and Install Type 3 Curb & Gutter

Exist. Utility Pole

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Notes: Exist. Utilities For Information Only

4 18

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Notes: Exist. Utilities For Information Only

Seed (500 SQFT)

HMA Commerical Grade (Class A) (19 TONS)

Rock Excavation (10 CUYD)

Common Excavation (10 CUYD)

Estimated Material |tems |nclude:

Fill and Re-grade as Necessary

See Section B.2-B.2

Install Asphalt

Seed (200 SQFT)

Erosion Control (Class 2)(Type E) (21 SQYD)

Slope Drain (Concrete) (15 LNFT)

Flume Inlet (Concrete) (1 EA)

Rock Excavation (2 CUYD)

Common Excavation (10 CUYD)

Estimated Material |tems |nclude:

See Section B.3-B.3

Install Ditch w/Erosion Control

See KDOT Std. Sht. RD635

Install Concrete Drain on Exist. Curb Drain

Remove Exist. Curb & Gutter

Seed (500 SQFT)

Erosion Control (Class 2)(Type E) (37 SQYD)

Curb and Gutter, Combined (AE) (782 LNFT)

Slope Drain (Concrete) (20 LNFT)

Flume Inlet (Concrete) (2 EA)

Common Excavation (60 CUYD)

Estimated Material |tems |nclude:

See Section B.3-B.3

See KDOT Std. Sht. LA855

Install Ditch w/Erosion Control

Install Concrete Drain

See KDOT Std. Sht. RD635

Remove and Replace w/Type 3 Curb & Gutter

See KDOT Std. Sht. RD628

Install Type 3 Curb & Gutter

KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

SCALE

030' 30'

F2-00020-8J 2018

Fort Riley Directorate of Public Works

GODFREY AVE & SEITZ AVE.

6' 0"

-6

25'--6

14'--8"

SEITZ DR.CL

H U

E B

H U

E B

E=1659243.02 N=271975.43

End Project

E=1659214.54 N=271951.47

E=1659278.49 N=272005.27

B B15+00

5 18

Verify Locations of Exist. Piping, Utilities, and Other Underground Obstructions

Contact Public Works Dig-Safe Coordinator

Notes: Exist. Utilities For Information Only

See Section B-B

Re-Grade Shoulders as Necessary

KANSAS

STATE PROJECT N0. YEAR SHEET NO.

SHEETS

TOTAL

SCALE

030' 30'

F2-00020-8J 2018

Fort Riley Directorate of Public Works

SEITZ AVE.

Approx.

20' 50'50' W

2+ 21'+ 21'

Var.

Slope

Varies

V a r

S lo p e

V a r

S lo p e

N o r m a l S id e

R o a d

S lo p e

R o a d

S lo p e

' 25

R .R

28'

24'

"W" for Side Roads for Entrances

Surfaced Roadbed

M.B. Turnout

Shoulder Line

110'

15' 15'40' 40'

Base or Surface

Course

"L"

N o r m a l

S lo p e

N o r m a l

S lo p e o r

E n tr a n c e

R/W

Typical drainage structure

Ditch

Edge of Surface

Shoulder Line

Edge of Surface

Rad. Pt. 32.69' E.P.

Variable slope approx.

50' or as available.

Variable slope approx.

50' or as available.

Thickness as shown in

General Note.

Direction of Traffic Edge of Surfacing

Shoulder Line Mail Box

Existing Profile

WITH DRAINAGE STRUCTURE MOUND ENTRANCE OR SIDE ROAD

DETAIL FOR SURFACING OF SIDE ROADS

& HOUSE ENTRANCES

SECTION A-A

DETAIL FOR SURFACING OF MAIL BOX TURNOUTS

TYPICAL PROFILE AT GRADE CONTROL POINTS

Normal Slope (but not steeper than

8:1 Slope at the appropriate clear

Computed at the rate of

Note: The face of Mail Box should be no closer to

Width shall be 8' or shoulder width, whichever is greater.

zone shall apply to all mound entrances and mound side roads to 10' fill height.

Normal Slope (but not steeper than 6:1) for over 10' fill height.

appropriate clear zone width.

the roadway than the edge of the shoulder.

Align with edge of turnout when turnout width is greater than shoulder width.

TABLE OF DIMENSIONS

RATES OF APPLICATION RECAPITULATION OF QUANTITIES

D D D D D DL L L L L L

1''

2''

25'

50'

3''

4''

75'

100'

5''

6''

125'

150'

7''

8''

175'

200'

225'

250'

11''

12''

275'

300'

RATE UNIT ITEM ITEM TOTAL UNIT

ITEM

9''

10''

(Surfacing)

On side roads and entrances which slope toward the highway, a low point approx. 6" deep shall be constructed to divert surface drainage into the high-way ditch, the plans.

unless otherwise shown on ì ì

S id e

R o a d ì Project

ESTIMATED QUANTITIES FOR GODFREY AVE. & SEITZ DR.

GODFREY AVE. & SEITZ DR.

ESTIMATED QUANTITIES FOR

A tack coat of SS-1HP shall be provided between each lift of all base courses and

1 1 8-30-06 calculated at the rate of 0.06 gal. /sq. yd.

Changed tack type/rate

Asphalt Material quantities are calculated on the basis of 8.328 lbs. per gal.

On projects which specify both asphalt base and surface course materials, The material used to backfill over the structure shall be at least to the to the limits shown on the detail.