A002_MT_DOD_16(54)_Minuteman_Missile_Base_Roads.pdf

PDF 2 MB Posted Jun 7, 2016

Attached to: MT DOD 16(54), Minuteman Missile Base Roads Federal contract opportunity
Solicitation number: DTFH70-16-B-00013
Issued by: Department of Transportation Federal Highway Administration

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Amendment A002

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File	Type	Posted
Bid_Opening_Summary_for_DTFH70-16-B-00013_MT_DOD_16(54).pdf	PDF	Jun 22, 2016
Q A_MT_DOD_16(54).pdf	PDF	Jun 21, 2016
A001_MT_DOD_16(54)_Minuteman_Missile_Base_Roads.pdf	PDF	May 31, 2016
Q A_MT_DOD_16(54).pdf	PDF	May 31, 2016
MT_DOT_16(54)_PlanSet_Sign-Off_Signed.pdf	PDF	May 23, 2016
SWPPP_Minutemen_Missile_Base_Road _MT_DOD_16(54)_Judith_Basin_and_Fergus_Counties _Montana.pdf	PDF	May 23, 2016
Plan_Request__Minuteman.pdf	PDF	May 23, 2016
mt-d1654_Earthwork_Data_Listing.pdf	PDF	May 23, 2016
mt-d1654_XS_Signoff.pdf	PDF	May 23, 2016
IFB_Minuteman.pdf	PDF	May 23, 2016
PROJECT_DESCRIPTION_MT_DOD_16(54).pdf	PDF	Apr 1, 2016

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 06/07/2016 N/A MT DOD 16(54)

Minuteman Missile Base Roads

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

DTFH70-16-B-00013

9B. DATED (SEE ITEM 11)

06/07/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

MT DOD 16(54), Minuteman Missile Base Roads

See Page 2.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 06-07-16 MT DOD 16(54) Solicitation No. DTFH70-16-B-00013 Minuteman Missile Base Roads

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

SPECIAL CONTRACT REQUIREMENTS

Page E-17, Subsection 108.01(d)(9) Commencement, Prosecution, and Complete of Work revises the correct road. The road changed from E-04 to B-03.

PLANS

Plan Sheet C.1 Revises the subexcavation quantities and adds subexcavation designation to item 20701-0300

Plan Sheet C.3 Adds footnotes 4 and 5.

Plan Sheet C.5 Adds subexcavation designation to Separated-Stabilization

Geotextile, Class 1, Type C (Nonwoven).

Plan Sheet D.6 Adds farm field approach callout at MP 2.73 and deletes slope armor and fence callouts at MP 2.70 – 2.93.

Plan Sheet D.7 Deletes fence callout at MP 1.70.

Plan Sheet D.8 Revises notes for grade rise section.

Plan Sheet D.13 Revises new fence starting location callout for MP 1.90 culvert replacement from 108+43 to 108+49.

Plan Sheet E.1 Revises E-02 culvert from MP 2.75 to 2.76 and revises total miles from E-08 to 4.92 miles, E-11 to 4.60 miles, and D-09 to 2.19 miles.

Plan Sheet F.1 Adds apron design to item 25101-0300, revises bevels to read V:H, and revises notes to footnotes in “REMARKS” heading.

Plan Sheet F.2 Adds apron design to item 25101-0300, revises bevels to read V:H, and revises notes to footnotes in “REMARKS” heading.

Plan Sheet F.3 Adds apron design to item 25101-0300, revises bevels to read V:H, and revises notes to footnotes in “REMARKS” heading.

Plan Sheet F.4 Adds apron design to item 25101-0300, revises bevels to read V:H, and revises notes to footnotes in “REMARKS” heading.

Plan Sheet F.5 Adds apron designation to Placed Riprap, Method A, Class 3.

Plan Sheet F.9 Adds apron designation to Placed Riprap, Method A, Class 3.

Amendment No. A002, dated 06-07-16 MT DOD 16(54) Solicitation No. DTFH70-16-B-00013 Minuteman Missile Base Roads

Plan Sheet H.1 Revises Note 2.

ENCLOSURES

Pages:

E-17

Plan Sheets:

C.1 C.3 C.5 D.6 through D.8 D.13 E.1 F.1 through F.5 F.9 H.1

E-17 DIVISION 100

Special Contract Requirements Project: MT DOD 16(54), Minuteman Missile Base RoadsMT DOD 16(54), Minuteman Missile Base Roads

(4) Limit work that disturbs the surface of the traveled way as provided for in Subsection 156.07.

(5) Limit the number of roads under construction at any one time as provided for Subsection 156.07.

(6) Coordinate haul routes as provided for in Subsection 104.05.

(7) Comply with the requirements of Subsection 107.10.

(8) Schedule aggregate stabilization and road reconditioning as required under Section 311.

(9) Do not perform road reconditioning or aggregate stabilization on B-03 Road until at least 4 weeks after the completion of work required by Subsection 203.03A.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis-Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

Pay rates and zone pay used in the General Wage Decision are based on the “Center of the job.”

The “Center of the job” is considered to be:

(a) The geographic center of the project when construction sites are contiguous; or

(b) The geographic center of the project when construction sites are noncontiguous and separated by no more than 1-mile from edge to edge.

Construction sites that are noncontiguous and separated by greater than 1-mile will each have a separate “Center of the job” for determining pay rates and zone pay.

108.02 Subcontracting. Amend as follows:

Delete the first paragraph and substitute the following:

Follow the requirements of FAR clauses 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns, 52.222-11 Subcontracts (Labor Standards), and 52.236-1, Performance of Work by the Contractor.

Delete the fifth paragraph and substitute the following:

Evaluate the percentage of the cost of contract performance incurred for personnel in FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns, according to the following formula:

Revised by Amendment A002.

(FEET)

E-01 1 4.31 20 E-02 1 2.70 24 E-02 2 0.23 24 E-02 1 4.37 22 E-04 1 5.55 22 E-05 1 2.10 22 E-05 3 0.12 22 E-05 1 3.74 21 E-08 1 4.91 24 E-09 1 8.74 20 E-11 1 4.58 24

41.35 B-03 1 3.01 18 D-10 1 7.24 19

51.60 D-09 1 2.11 22

53.71

FOOTNOTE:

[1] Quantities are based on the following:

1. 50 MGAL/mile for roadway reconditioning and dust control.

2. 0.022 MGAL/TON for imported surface course aggregate.

[2] Quantity represents material for road approaches.

Quantities based on the following:

1. 15 TON/approach for private approaches.

2. 10 TON/approach for farm field approaches.

3. 40 TON/approach for public approaches.

(LNFT) 4. 60 TON/approach for missile launch facility approaches.

E-02 LT 2 250

E-02 1 100 [3] Quantities are based on 1.97 TON/CUYD.

E-02 1 300 E-04 1 100 [4] Calcium chloride quantities based on 1.7% by dry weight E-08 1 100 of item 31103-3000.

E-11 1 100 E-11 1 100 [5] See Sheets C.2 - C.3.

[6] See Sheet C.5.

[7] For estimating purposes only. See Sheets C.2-C.4 for further information on the required width.

Revised by Amendment 002.

MP 4.58 to MP 4.60 178 350 322 278

Length

Item 20701-0300 Separation-stabilization geotextile, class 1, type C (nonwoven)

(subexcavation)

Item 20703-2000 Geogrid, stabilization

MP 1.67 to MP 1.69

Side

495 2,390

5,887 230

SUBEXCAVATION QUANTITIES [6]

7,412 2,562

4,797 0 216,480 0 2,114 15,893

18,783

Schedule A Total 569 24,182

25,925

Road Number

(TON)

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate (B Roads) [3]

Item 30202-2000 Roadway aggregate, method 2 (B Roads) [2] [3]

46,147

Type

Schedule A, B, & C Total

Road Number

Item 20411-0000 Select borrow [3]

(MGAL)

3,396 2,844

14,256

644 29,304

Miles

Item 30302-6000 Roadway reconditioning

Item 15801-0000 Watering for dust control [1]

507 23,074

Item 31110-0000 Calcium chloride

[4]

(TON)

22,757

(TON)

19,747

11,141

38,227

281,741

(LNFT)

1,724

7,412 2,670

11,088

(CUYD)

6,132

Typical No. [5]

Schedule C Total

Item 20402-0000 Subexcavation

Item 30202-2000 Roadway aggregate, method 2 (D Roads) [2] [3]

(TON)

3,122

1,000

MP 2.01 to MP 2.03

(TON) (SQYD) (SQYD)

MP 1.54 to MP 1.56 356

Location

MP 0.79 to MP 0.85 1124

500 444MP 0.53 to MP 0.58 MP 0.62 to MP 0.64

Item 30202-2000 Roadway aggregate, method 2 (E Roads) [2] [3]

(TON)

2,390

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(D Roads) [3]

13,091 16,626

18,783

23,932 15,416

123,762

6,291

10,723

6,321 25,104

TYPICAL SECTION QUANTITIES

Item 31103-3000

Stabilized aggregate surface course, calcium chloride, imported aggregate

(E Roads) [3]

(TON)

11,802 8,784

Average width [7]

15,973

Schedule B Total 123,762

7,412

270,6002,390

STATE PROJECT

DOD 16(54) C.1MT

\h ig hw ay s\

M A D

_1 6(

D es ig n\

Ty pi ca l S ec ti on s\ [m t- 6-

Ju n-

O N

D es ig ne d by

C he ck ed b y:

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

SHEET

C.3

STATE PROJECT

NUMBER

SHEET

DOD 16(54)

J u n

M m t-d c b .d g n

S I n t2

T h o m p s o n

C h e c k e d b y

B e ll

D s ig n e d b y

1:3

Travel lane Travel lane

1:3

Existing Slope

FOOTNOTE:

Original ground

TYPICAL SECTIONS

5% Crown5% Crown

Profile grade

Slope stake

Slope stake 4" compacted depth calcium chloride, imported aggregrate, Stabilized aggregate surface course, 1:3

Travel lane Travel lane

1:3

Existing Slope

Original ground

11' 11'

5% Crown5% Crown

Profile grade

Slope stake

Select borrow

4" compacted depth calcium chloride, imported aggregrate, Stabilized aggregate surface course, Unclassified borrow

12' 12'

NO SCALE

li m it s

C le a r in g li m it s

C le a r in g

Turf establishment limits

Placing conserved topsoil, 4-inch depthPlacing conserved topsoil, 4-inch depth

Placing conserved topsoil, 4-inch depth li m it s

C le a r

Placing conserved topsoil, 4-inch depth li m it s

C le a r

Construct slopes as shown in the Staking Report.[1]

Va ria ble

[1]

Variable

Va ria ble

[1]

Variable

5' [2]

NOTE:

1. See Sheets C.1 and D.1 for quantities.

[3] 2'

Select borrow

See Sheet D.14.[5]

See Sheet D.12.[4]

Do not excavate into existing ground to ensure 2' of select borrow.

Depth may be less above existing roadbed. See cross-sections.[3]

5' or to existing permanent easement line, whichever is less.[2]

)[4](E-02 ROAD GRADE RAISE

TYPICAL SECTION NO. 2

)[5](E-05 ROAD GRADE RAISE

TYPICAL SECTION NO. 3

2 Revised by Amendment 002.

NO SCALE

Travel lane Travel lane

Existing centerline

FOOTNOTE:

NOTE:

Original ground

21:2

B E

G I N S

U B

E X

C A

V A

T I O

E N

D S

U B

E X

C A

V A

T I O

SUBEXCAVATION PROFILE

DETAILS

SUBEXCAVATION

stabilization

Geogrid, Ex ist ing S lop e

Ex ist in g

Sl op e section

Surfacing

Travel lane Travel lane

Existing centerline

Original ground stabilization

Geogrid, Ex ist ing S lop e

Ex ist in g

Sl op e stabilization

Geogrid, 24" compacted depth

Select borrow, 24" compacted depth

Select borrow, 24" Subexcavation depth

[1]Varies [1]Varies

Cross slope [1]

[1]Surfacing section Cross slope [1]

[1]Surfacing section

[1]Varies

Cross slope [1] Cross slope [1]

[1]Varies

1. See Sheet C.1 for approximate locations and quantities.

2. Stake locations and lengths of subexcavation in field for approval prior to starting work. Adjust or add locations and types to meet field conditions.

grade

Profile

SUBEXCAVATION, TYPE 1

FULL-WIDTH

SUBEXCAVATION, TYPE 2 [2]

HALF-WIDTH

S u b e x c a v a ti o n d e p th

[1] See Sheet C.2.

[2] Mirror details about centerline as appropriate.

[3] Daylight to drain as approved. Do not excavate beyond existing ditch bottom.

24" Subexcavation depth class 1, type C (nonwoven) (subexcavation)

Separation-stabilization geotextile, class 1, type C (nonwoven) (subexcavation)

Separation-stabilization geotextile, C.5

STATE PROJECT

NUMBER

2 Revised by Amendment 002.

M P .0

NO SCALE

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved by CO.

1. Gravel existing approaches and turnouts to match existing widths

NOTE:

m t-d ll

E .d g n

I n t_ ft

D.6

STATE PROJECT

J u n

T h o m p s

C h e c k e d b y

D e s ig n e d b y

M is s il e L a u n c h F a c il it y E

M is s il e L a u n c h F a c il it y A p p r

L T

M P .3

E n d P r o je c t

M P .3

E n d A g g r e g a te S u r fa c in g

P r iv a te A p p r

L T

M P .0

F a r m F ie ld A p p r

R T

M P .0 r iv a te A p p r

R T

M P iv a te A p p r

L T

M P .0

P r iv a te A p p r

L T

M P .1

F a r m F ie ld A p p r

L T

M P .4

P r iv a te A p p r

L T

M P .1

P r iv a te A p p r

L T

M P .1

P r iv a te A p p r

L T

M P .1

C le a n C u lv e r t in P la c e

M P .1

F a r m F ie ld A p p r

R T

M P r m F ie ld A p p r

R T

M P .3 iv a te A p p r

L T

M P .8

C le a n C u lv e r t i n P la c e

M P .0

F a r m F ie ld A p p r

R T

M P .4 r m F ie ld A p p r

R T

M P .5 r m F ie ld A p p r

L T

M P .4

P r iv a te A p p r

R T

M P .2 iv a te A p p r

L T

M P .3

P r iv a te A p p r

R T

M P .5 u b li c A p p r

R T

M P .9 b li c A p p r

R T

M P b li c A p p r

L T

M P .2

P r iv a te A p p r

R T

M P r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .4

C le a n C u lv e r t i n P la c e

M P .1

P r iv a te A p p r

R T

M P .2

S tr u c tu r e

R e p a ir D r a in a g e

M P .1

S tr u c tu r e

R e p a ir D r a in a g e

M P .5

FOOTNOTE:

R e p la c e w it h

C a tt le G u a r d

M P .6

I n s ta ll R ip r a p A p r o n L

C o n s tr u c t

R ip r a p H e a d w a ll L

R e p la c e w it h

P ip e C u lv e r t

M P .7

I n s ta ll E n e r g y D is s ip a to r L

C o n s tr u c t

R ip r a p H e a d w a ll L

R e p la c e w it h

P ip e C u lv e r t

M P .7

SCHEDULES A, B, & C

LINE GRAPH

E-02 ROAD

I n s ta ll E n e r g y D is s ip a to r L

L T R

C o n s tr u c t

R ip r a p H e a d w a s

I s ta ll

P ip e C u lv e r t

M P .8

See Sheet C.5.[1]

See Sheet D.12.[2]

See Sheet F.5.[3]

See Sheet F.6.[4]

See Sheet F.7.[5]

T y p e

S u b e x c a v a ti o n

M P .5

T y p e

S u b e x c a v a ti o n

M P .6

T y p e

S u b e x c a v a ti o n

M P .7

B e g in o f

E R o a d

P u b li c A p p r

R T

M P r m F ie ld A p p r

L T R

M P .7

R a is e G r a d

M P .0

NO SCALE

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved by CO.

1. Gravel existing approaches and turnouts to match existing widths

NOTE:

m t-d lm

E .d g n

I n t_ ft

D.7

STATE PROJECT

J u n

T h o m p s

C h e c k e d b y

D e s ig n e d b y

M is s il e L a u n c h F a c il it y E

M is s il e L a u n c h F a c il it y A p p r

L T

M P .5

E n d P r o je c t

M P .5

E n d A g g r e g a te S u r fa c in g

P u b li c A p p r

R T

M P b li c A p p r

R T

M P r m F ie ld A p p r

R T

M P b li c A p p r

L T

M P .9

P u b li c A p p r

L T

M P .9

P u b li c A p p r

L T

M P .9

F a r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .4

T f o r

C u lv e r t in P la c n s tr u c t

R ip r a p H e a d w a ll

M P .8 fo r

P ip e A r c h i n P la c

R n s tr u c t

R ip r a p H e a d w a ll s

M P .4

L T f o r

C u lv e r t in P la c e

C o n s tr u c t

E n e r g y D is s ip a to r

S tr u c tu r e

R e p a ir D r a in a g e

M P .6

S tr u c tu r e

R e p a ir D r a in a g e

M P .5

FOOTNOTE:

S tr u c tu r e R

R e p a ir A p p r

D r a in a g e

M P .0

SCHEDULES A, B, & C

LINE GRAPH

E-04 ROAD

D o N o t

D is tu r b

E x is ti n g

P ip e C u lv e r t

M P .5

See Sheet C.5.[1]

See Sheet D.13.[2]

See Sheet F.8.[3]

See Sheet F.9.[4]

T y p e

S u b e x c a v a ti o n

M P .0

D r a in a g e W o r k

R o s e C r e k

I n s ta ll R ip r a p A p r o n L

L T R

C o n s tr u c t

R ip r a p H e a d w a s ip e A r c h e s

R e p la c e w it h

P ip e C u lv e r ts

R e m o v e E x is ti n g

L T R

C o n s tr u c t

R ip r a p H e a d w a ll s

P ip e C u lv e r ts

I n s ta ll N e w

M P .6

M P .0

FOOTNOTE:

NO SCALE

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved by CO.

1. Gravel existing approaches and turnouts to match existing widths

NOTE:

m t-d ln

E .d g n

I n t_ ft

D.8

STATE PROJECT

J u n

T h o m p s

C h e c k e d b y

D e s ig n e d b y

M is s il e L a u n c h F a c il it y E

M is s il e L a u n c h F a c il it y A p p r

L T

M P .9

E n d P r o je c t

M P .9

E n d A g g r e g a te S u r fa c in g

F a r m F ie ld A p p r

R T

M P .6 iv a te A p p r

L T

M P .6

F a r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .6

P r iv a te A p p r

R T

M P r m F ie ld A p p r

L T

M P .3

F a r m F ie ld A p p r

L T

M P .7

F a r m F ie ld A p p r

L T

M P .0

C le a n C u lv e r t i n P la c e

M P .3

C le a n C u lv e r t i n P la c e

M P .7

P r iv a te A p p r

L T

M P .9

C le a n C u lv e r t i n P la c e

M P .3

C le a n C u lv e r t i n P la c e

M P .4

S tr u c tu r e

R e p a ir D r a in a g e

M P .1

L T R

T f o r

C u lv e r t in P la c e

C o n s tr u c t

R ip r a p H e a d w a ll s

M P .8

R e p la c e w it h

C a tt le G u a r d

M P .9

L T R

C o n s tr u c t

R ip r a p H e a d w a ll s

A r c h e s

R e p la c e w it h

P ip e

M P .7

D o N o t

D is tu r b

E x is ti n g

P ip e C u lv e r t

M P .2

SCHEDULES A, B, & C

LINE GRAPH

E-05 ROAD

See Sheet D.14.[1]

See Sheet F.10.[2]

See Sheet F.11.[3]

R a is e G r a d

L T R

C o n s tr u c t

R ip r a p H e a d w a ll s

P ip e A r c h e s

R e p la c e w it h

M P .1

L T R

C o n s tr u c t

R ip r a p H e a d w a ll s

P ip e A r c h e s

R e p la c e w it h

M P .1

0 P

O T

Existing ground

NAME NORTHING EASTING ELEVATION

CONTROL POINTS

CUYD

EXC.

CUYD

EMB.

110+00107+50105+00102+50100+00

3200 3200

3205 3205

3210 3210

3215 3215

3220 3220

3225 3225

3230 3230

3235 3235

3240 3240 m t-d ls

G r a d e

R a is e P

P .d g n

I n t_ ft

D.13

STATE PROJECT

J u n

T h o m p s

C h e c k e d b y

D e s ig n e d b y

1210249.301

1210250.914

1210363.021

2014994.714

2015735.128

2016158.760

3220.12

3224.90

3223.25

GPS

112+50

D-Y TRAIL

90' RT

108+45

90' RT

109+55 fence RT

Remove & reset

50' RT

109+55

50' RT

108+45

55' LT

109+65

55' LT

108+45

100' LT

109+65

100' LT

108+45SCHEDULES A, B, & C

E-04 ROAD

(2) 84" culverts

Remove existing

D o N o t

D is tu r b

E x is ti n g

P ip e C u lv e r t

P .5

P ip e C u lv e r ts

I n s ta ll

P .6

Q c fs

P ip e A r c h e s

R e p la c e w it h

P ip e C u lv e r ts

R e m o v e E x is ti n g

P .7

115+00

R o s e C re e k

45' RT

106+25

45' RT

105+75

45' LT

105+75

45' LT

106+25

See Sheets G.4-G.5

Fence, barbed wire, 4 strand, LT

Removal of fence, barbed wire, LT

See Sheets G.4-G.5

Fence, barbed wire, 4 strand, RT

Removal of fence, barbed wire, RT

LEGEND:

Wetland

Revised by Amendment 002.2

E.1

STATE PROJECT

J u n

M m t-d d a .d g n

S S u r

T h o m p s e c k e d b y

B s ig n e d b y

EROSION CONTROL PLAN

NO SCALE

D it c h

D it c h D it c h

D it c h

FOOTNOTE:

Flowing Drainage

F lo w in g D ra in a g e

Culvert or bridge

NOTE:

FIBER ROLL PLACEMENT

TYPICAL

Install fiber rolls

Install fiber rolls raises as shown on Sheets D.12 and D.14.

Place additional fiber rolls for the E-02 and E-05 Road grade[3] flowing water.

Place fiber rolls adjacent to ditches with standing or[2] with standing or flowing water.

extend across any ditches intersecting the culverts and bridges or flowing water. See Sheet E.3 for details. Ensure rolls

Place fiber rolls around culverts or bridges with standing [1]

[1]

[3]

[3] field.

approximate. Final locations are to be approved in the

1. The location of soil erosion control devices shown are

10.4 x 16 20301 -1900

25101 -0200

25101 -0300

60201 -0800

60201 -1000

60201 -1100

60201 -1200

60201 -1400

60201 -2500

60202 -0500

60202 -0600

60202 -0800

60202 -0900

60202 -1800

60704 -0000

60705 -0000

MILE POST

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

-0

R O

A D

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

R M

O R

A C

R A P, M

H O

D A

S S

B A N

K P

R O

O N

A C

R A P, M

H O

D A

S S

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD EACH CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt E-01

0.31 4 75 10 42 x/GS, C 2,3

0.69 1

E-02

0.13 1

1.06 1

2.75 - 2.82 630 7

2.76 4 450 50 80 114 30° LT AS 1:2 1:2 3,9

2.77 6 119 15 20 72 7° LT AS 1:2 1:2 1,3

2.84 6 48 15 15 74 23° LT AS 1:2 1:2 1,2,3

3.14 1

5.58 1

7.16 1

E-04

0.60 3 1 1

1.00 1 6

1.64 5 212 25 116 AS 1:2 1:2 2,3,4

1.70 4 690 2 80 195 180 AS 1:2 1:3 2,3,4,8,10,11

3.50 1

4.85 7 2

5.43 11 2,3

E-05

2.14 2 86 33 128 33° RT AS 1:3 1:3 2,3,4

2.17 2 55 19 100 25° LT AS 1:3 1:3 2,3,4,8

2.78 2 54 18 80 x/GS, C 2,3,4

2.81 12 2,3

4.37 1

4.75 1

5.15 1

5.38 1

5.46 1

CUMULATIVE TOTAL 1789 2 33 300 630 0 275 0 0 0 158 146 114 100 80 128 0 180 8 6

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert minimum wall thickness 1. Energy dissipator at outlet. See Sheet F.14. 9. Riprap apron. See F.5. AS Aluminized steel is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans. 2. Riprap headwall at inlet. See Sheet F.13. 10. Riprap apron. See F.9. C Concrete

2. In cut sections, construct cut slopes as shown on Std. 602-6. 3. Riprap headwall at outlet. See Sheet F.13. 11. Special pipe removal. GS Galvanized steel

3. Maintain cover per manufacturer's recommendations on all culverts under live loading 4. Twin pipe installation. See Section 203. P Plastic during construction. 5. Riprap bank protection. See Sheet F.14. (blank) Any appropriate material

6. Approach pipe. x/__ Any appropriate material Revised by Amendment 002. 7. Riprap slope armor. See Sheet F.14. except __

8. Inlet/Outlet ditch. Excavation included in structure excavation.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_O M

A D

_1 6(

D es ig n\

D ra in ag e\ [m t-d1

Se ct io n_

F_ Q ua nt iti es

.x ls x] S he et 6-

Ju n-

B el l

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

DOD 16(54)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

2 2

-1900

25101 -0200

25101 -0300

60201 -0800

60201 -1000

60201 -1100

60201 -1200

60201 -1400

60201 -2500

60202 -0500

60202 -0600

60202 -0800

60202 -0900

60202 -1800

60704 -0000

60705 -0000

MILE POST

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

R O

A D

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

R M

O R

A C

R A P, M

H O

D A

S S

B A N

K P

R O

O N

A C

R A P, M

H O

D A

S S

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD EACH CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 1789 2 33 300 630 275 158 146 114 100 80 128 180 8 6

E-08

0.48 4 31 48 x/C

0.87 6 62 44 x/C

3.30 1

3.75 6 60 40 x/C

E-09

3.20 1

3.33 1

4.60 5 3 1,3

6.40 1

7.25 18 5

7.26 3 83 15 11 54 18° LT AS 1:2 1:2 1,2,3

E-11

1.34 1

2.82 1

3.32 1

Schedule A Total 2025 2 53 314 630 18 275 132 0 0 158 200 114 100 80 128 0 180 13 8 Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

2. In cut sections, construct cut slopes as shown on Std. 602-6. 3. Riprap headwall at outlet. See Sheet F.13. 11. Special pipe removal. GS Galvanized steel

6. Approach pipe. x/__ Any appropriate material Revised by Amendment 002. 7. Riprap slope armor. See Sheet F.14. except __

8. Inlet/Outlet ditch. Excavation included in structure excavation.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_O M

A D

_1 6(

D es ig n\

D ra in ag e\ [m t-d1

Se ct io n_

F_ Q ua nt iti es

.x ls x] S he et

2) 6-

Ju n-

B el l

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.2

SHEET

NUMBER

DOD 16(54)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

-1900

25101 -0200

25101 -0300

60201 -0800

60201 -1000

60201 -1100

60201 -1200

60201 -1400

60201 -2500

60202 -0500

60202 -0600

60202 -0800

60202 -0900

60202 -1800

60704 -0000

60705 -0000

MILE POST

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

R O

A D

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

R M

O R

A C

R A P, M

H O

D A

S S

B A N

K P

R O

O N

A C

R A P, M

H O

D A

S S

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD EACH CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 2025 2 53 314 630 18 275 132 158 200 114 100 80 128 180 13 8

B-03

0.11 1

D-10

1.18 1

1.91 5 1

4.47 1

5.08 1

6.43 3 74 76 x/GS, C 4

6.67 2 56 80 x/GS, C 4

Schedule B Total 2155 2 58 314 630 18 275 132 156 0 158 200 114 100 80 128 0 180 14 11 Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

2. In cut sections, construct cut slopes as shown on Std. 602-6. 3. Riprap headwall at outlet. See Sheet F.13. 11. Special pipe removal. GS Galvanized steel

6. Approach pipe. x/__ Any appropriate material Revised by Amendment 002. 7. Riprap slope armor. See Sheet F.14. except __

8. Inlet/Outlet ditch. Excavation included in structure excavation.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_O M

A D

_1 6(

D es ig n\

D ra in ag e\ [m t-d1

Se ct io n_

F_ Q ua nt iti es

.x ls x] S he et

3) 6-

Ju n-

B el l

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.3

SHEET

NUMBER

DOD 16(54)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

-1900

25101 -0200

25101 -0300

60201 -0800

60201 -1000

60201 -1100

60201 -1200

60201 -1400

60201 -2500

60202 -0500

60202 -0600

60202 -0800

60202 -0900

60202 -1800

60704 -0000

60705 -0000

MILE POST

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

R O

A D

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

R M

O R

A C

R A P, M

H O

D A

S S

B A N

K P

R O

O N

A C

R A P, M

H O

D A

S S

O N

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD EACH CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt PREVIOUS SHEET: 2155 2 58 314 630 18 275 132 156 158 200 114 100 80 128 180 14 11

D-09

0.44 2 4

1.15 6 54 40 x/GS, C

1.52 4 25 36 x/GS, C

1.61 4 71 9 42 x/GS, C 2

1.72 5 72 40 x/GS, C

Schedule C Total 2377 2 58 323 630 18 275 208 156 40 158 200 114 100 80 128 42 180 16 11 Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

2. In cut sections, construct cut slopes as shown on Std. 602-6. 3. Riprap headwall at outlet. See Sheet F.13. 11. Special pipe removal. GS Galvanized steel

6. Approach pipe. x/__ Any appropriate material Revised by Amendment 002. 7. Riprap slope armor. See Sheet F.14. except __

8. Inlet/Outlet ditch. Excavation included in structure excavation.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_O M

A D

_1 6(

D es ig n\

D ra in ag e\ [m t-d1

Se ct io n_

F_ Q ua nt iti es

.x ls x] S he et

4) 6-

Ju n-

B el l

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.4

SHEET

NUMBER

DOD 16(54)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

0 10 20 30 4010203040506070 60 70508090 80 90

0 3

HYDRAULIC INFORMATION PIPE INLET OUTLET

SCALE IN FEET

5 0 5 10 152.5

F.5

STATE PROJECT

J u n

M m t-d e m .d g n

I n t_ ft

T h o m p s e c k e d b y

B s ig n e d b y

1:2.3

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

grade Existing road invert Proposed culvert

BURIAL DEPTH: N/A BURIAL DEPTH: N/A

HEADWALL: Riprap

GPSGPS

GPS

GPSGPS

TYPE: CMP ROUND RISE: 144 in

LENGTH: 114 FT

PIPE SLOPE: 0.0087 FT/FT FLOWLINE SLOPE: 0.0087 FT/FT

WALL THICKNESS: 0.168 in

INV N/E/EL: 1214418.41/2006807.89/3178.90 INV N/E/EL: 1214360.81/2006709.52/3177.91

BEVEL: 1:2

25 25

1215310.849

1214779.561

1214260.087

2006778.628

2006790.414

2006729.822

3217.01

3191.46

3192.47

HW : 9.24 FT

HW : 11.10 FT

Q : 761 CFS

Q : 1069 CFS

BANK CHANNEL WIDTH: 15 FT

BEVEL: 1:2

2.3

UPPER/LOWER BEVEL HEIGHT: 3 FT UPPER/LOWER BEVEL HEIGHT: 3 FT

Existing 84" culvert

SPAN: 144 in

HEADWALL: None (Slope Armor)

Q50

New culvert centerline

Ro se C re ek centerline

Proposed

' m in

INFORMATIONAL QUANTITIES

FOOTNOTE:

92.6

SCHEDULES A, B, & C

CULVERT DETAIL

E-02 ROAD MP 2.76

See Sheet F.13.[1] See Sheet D.12.[3] See Sheet F.14.[4] behind placed riprap. See table for estimated geotextile quantity.

Place separation-stabilization geotextile, class 1, type C (nonwoven)[5]

[2] [2]

[1](riprap headwall)

Placed riprap, method A, class 2

[4][3](slope armor)

Placed riprap, method A, class 2

[1](riprap headwall)

Placed riprap, method A, class 2

[4][3](slope armor)

Placed riprap, method A, class 2

Profile grade

Adjust to meet field conditions as approved.[2]

' m in

[2]

27' min

2.76 LT

(SQYD)

class 1, type C (nonwoven)

Separation-stabilization geotextile, [5](apron)

Placed riprap, method A, class 3

[5]class 3 (apron)

Placed riprap, method A, 2 Revised by Amendment 002.

CL_SG

SHLD_SGFM_SSGHPF

SSFCP_SG

SHLD_SGFM_SSGHPF

SSFCP_SG

0 10 20 30 4010203040506070 60 70508090 80 90

HYDRAULIC INFORMATION PIPE

F.9

STATE PROJECT

J u n

M m t-d e l.

d g n

I n t_ ft

T h o m p s e c k e d b y

B s ig n e d b y

50 BURIAL DEPTH: N/A BURIAL DEPTH: N/A

HEADWALL: Riprap HEADWALL: Riprap

New culvert centerline

RISE: 83 in

LENGTH: 90 FT

PIPE SLOPE: 0.005 FT/FT FLOWLINE SLOPE: 0.005 FT/FT

WALL THICKNESS: 0.138 in

INV N/E/EL: 1210271.76/2015764.28/3215.31 INV N/E/EL: 1210361.76/2015764.13/3214.86

BEVEL: 1:3

25 25

HW : 6.3 FT

HW : 8.1 FT

Q : 682 CFS

Q : 961 CFS

BANK CHANNEL WIDTH: 18 FT

BEVEL: 1:2

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

1210249.301

1210250.914

1210363.021

2014994.714

2015735.128

2016158.760

3220.12

3224.90

3223.25

Grading limits (typ.)

TYPE: DBL. CMPA SPAN: 128 in

LOWER BEVEL HEIGHT: 1.75 FT LOWER BEVEL HEIGHT: 1.75 FT

Ros e C ree k

GPS

East culvert

Inlet grading for

SCALE IN FEET

5 0 5 10 152.5

FOOTNOTE:

INFORMATIONAL QUANTITIES

1.70 214.2

Q50

1:2 grade Existing road invert Proposed culvert

1:3 m in

SCHEDULES A, B, & C

CULVERT DETAIL

E-04 ROAD MP 1.70

pipe culverts

Remove existing (2) 84"

See Sheet F.13.[1] behind placed riprap. See table for estimated geotextile quantity.

Place separation-stabilization geotextile, class 1, type C (nonwoven)[3]

[1](riprap headwall) (typ.)

Placed riprap, method A, class 2

[1](riprap headwall) (typ.)

Placed riprap, method A, class 2

[2][2] centerline

Existing road

[2]45' min.

m in

INLET (CULVERT CENTERLINE) OUTLET (CULVERT CENTERLINE)

Adjust to meet field conditions as approved.[2]

(SQYD)

class 1, type C (nonwoven)

Separation-stabilization geotextile, [3](apron)

Placed riprap, method A, class 3

[3]class 3 (apron)

Placed riprap, method A, 1 G20-1 ROAD WORK NEXT XX MILES 36 x 18 6 27 EACH 4 2 G20-2 END ROAD WORK 36 x 18 6 27 EACH 50 3 W1-6 ONE-DIRECTION LARGE ARROW 48 x 24 2 16 EACH 50 4 W3-4 BE PREPARED TO STOP 36 x 36 6 54 EACH 8 5 W8-6 TRUCK CROSSING [2] 36 x 36 2 18

6 W13-1P 25 MPH 24 x 24 2 8 7 W20-1 ROAD WORK AHEAD 36 x 36 12 108 8 W20-1 ROAD WORK 500 FT 36 x 36 3 27 9 W20-4 ONE LANE ROAD AHEAD 36 x 36 2 18 10 W20-7 FLAGGER (SYMBOL) 36 x 36 6 54 11 W24-1 DOUBLE REVERSE CURVE 36 x 36 2 18

1. Install all signs according to Standard 635-14 and Part 6 of the M.U.T.C.D.

2. Temporary traffic control quantities based on three active work sites at a time and one flagger on each end of a work site.

[1] Quantities are shown for information only.

[2] Install signs 500 feet on either side of the material source entrance road.

Revised by Amendment 002.

Schedule C Total 4,380 D-09

Schedule A Total 3,420

Schedule B Total 4,000

B-03 D-10

E-02 E-04 E-05 E-08

FLAGGER QUANTITIES

E-09 E-11

E-01

Road Number

Description Sign size (in x in)

Number of signs

TEMPORARY TRAFFIC CONTROL QUANTITIES

SCHEDULES A, B, & C [1]

Temporary traffic control, drum

Quantity

(SQFT)

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SCHEDULES A, B, & C [1]

MUTCD

Number

FOOTNOTE:

TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

Description Unit Quantity

Temporary traffic control, barricade type 3 Temporary traffic control, cone, type 36-inch

NOTE:

Temporary traffic control, warning light type C

Sign Number

1,000

Total

Item 63509-1000 Temporary traffic control, flagger

(FX HR)

DOD 16(54) H.1MT

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

A002

mt-d1654_Amendment002_Plans.pdf

C.1

C.3

C.5

D.6

D.7

D.8

D.13

E.1

F.1-F.4

F.6

F.9

H.1

File details come from the government source that posted it. Updated Nov 14, 2017.