Amendment A002.pdf

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 12/23/2020 N/A See Box 14

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.

X

69056719B000003

9B. DATED (SEE ITEM 11)

11/30/2020

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 (_x_ ) is extended, ( ) 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.)

WA JEFF 91420(1), Upper Hoh River Road Phase 2

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 12/23/2020 WA JEFF 91420(1) Solicitation No. 69056719B000003 Upper Hoh River Road Phase

REVISIONS ARE AS FOLLOWS:

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

Page A-3, Block 13A. Revises bid opening date from 01/05/2021 to 01/11/2021.

SPECIAL CONTRACT REQUIREMENTS

Page E-15, Subsection 107.10(d), Other requirements. Revises Subsection (2).

Page F-6, Section 251, Riprap. Revises Subsections 251.07 and 251.08.

Page F-40 and Page F-42, Section 647, Environmental Mitigation (Added Section). Revises

Subsections 647.09, 647.10, and 647.14.

PLANS

Plan Sheet D.3. Adds callout for construction limits and Footnote 1.

Plan Sheet D.4. Adds callouts for construction limits.

Plan Sheet D.5. Adds callout for construction limits and adjusts slopes stake and clearing limits at the culvert.

Plan Sheets D.7 through D.8 Adds callouts for construction limits.

Plan Sheet F.3 Modifies scale of P/E line so it does not look like silt fence.

ENCLOSURES

Pages:

E-15 / F-6 / F-40 / F-42

Plan Sheets:

D.3 through D.5 / D.7 through D.8 / F.3

New bid opening date: 01/11/2021

E-15 DIVISION 100

Special Contract Requirements Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

107.08 Sanitation, Health, and Safety. Add the following after the first paragraph:

Submit an accident prevention plan for implementing safety and health standards at the Preconstruction Conference. Use the Government furnished Form WFLHD-28, Guide Outline of Contractor's Accident Prevention Plan.

107.10 Environmental Protection. Amend as follows:

(c) Dirt, plant, and foreign material. Delete the text of the first paragraph and substitute the following:

Remove dirt, plant, and foreign material from vehicles and equipment before entry into Project Site. Prevent introduction of noxious weeds and non-native plant species into the work site.

Follow applicable Federal land management agency requirements and state requirements.

Maintain cleaning and inspection records. Clean hauling vehicles before their initial entry;

subsequent entries will not require cleaning unless requested. Notify the CO a minimum of 48 hours before entry to allow for inspection.

(d) Clearances for Contractor-selected, noncommercial areas.

Delete this Subsection and substitute the following:

(d) Other requirements.

Comply with the following requirements:

(1) Perform work from 2 hours after sunrise to 2 hours before sunset within the following dates (dates inclusive).

(a) April 1, 2021 to September 23, 2021.

(b) April 1, 2022 to September 23, 2022.

(c) April 1, 2023 to September 8, 2023 (September 23, 2023 if the contract duration is extended beyond the specified fixed completion date).

(2) Do not remove trees from April 1 to August 31 (dates inclusive) unless otherwise approved by CO.

(3) Install temporary barriers to protect existing trees, plants, and root zones.

(4) If active bird nests are identified during clearing operations, immediately suspend operations and notify the CO; and continue operations in other approved areas. The CO will notify the Contractor when operations may resume at the discovery site.

(5) Notify the CO within 24 hours of locating a threatened or endangered species that is dead, injured, or sick. Provide the CO date, time, precise location of the injured animal or carcass, and any other pertinent information. Do not unnecessarily disturb any evidence associated with the specimen.

Revised by Amendment A002

F-6

Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

DIVISION 250

SLOPE REINFORCEMENT

AND RETAINING WALLS

Section 251. — RIPRAP

11/05/15– FP-14

Construction Requirements

251.03 General. Add the following:

Place riprap under or adjacent to structures before placing prefabricated superstructure units or constructing superstructure falsework.

251.07 Acceptance. Delete Table 251-1 and substitute the following Table 251-1:

Measurement

251.08 . Add the following:

Measure Class 6 riprap by the cubic yard (cubic meter) according to Subsection 109.02(c)(2).

F-40 DIVISION 600

Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2 compactor, each pass completely covering the placed layer surface. Shape the top layer so it is similar in appearance and texture to the natural streambed.

647.09 Wood material. Wood material includes deflector-log bundles with dolos, deflector-log bundles without dolos, deflector rootwads, and coarse woody debris. Minimize damage to roots and trunks during construction.

(a) Deflector-Log Bundles Deflector logs have no rootwads and are to be assembled into log bundles. Each log bundle consists of 1 to 4 logs. Each deflector-log bundle must have a total volume between 110 and 150 cubic feet.

(b) Deflector-Log Bundles with Dolos. Attach one dolos to the mid-span of each deflector-log bundle with one steel binding chain as shown on plans. Comply with Section 648 for the steel binding chain.

(c) Deflector-Log Bundles without Dolos. Attach one steel binding chain to the mid-span of each deflector-log bundle as shown on plans. Comply with Section 648 for the steel binding chain.

(d) Deflector Rootwad. Deflector rootwads are single logs with attached rootwads.

(e) Coarse Woody Debris. Coarse woody debris is branches, limbs, twigs, and other residue.

Identify on sequencing plan submitted to CO for approval;

(1) Temporary access/work pad installation.

(2) Fish removal.

(3) Excavation.

(4) Wood material placement.

(5) Sediment and turbidity control.

(6) Rewatering.

CO will review completed wood material placement. CO may direct the contractor to adjust placed wood at contractor’s expense. CO may direct the contractor to add wood material at contract price.

647.10 Placing Engineered Log Jam (ELJ) Unit. Each ELJ unit consists of materials and quantities shown on the plans.25 deflector-log bundles with dolos, 14 deflector rootwads, and 300 cubic-yards coarse woody debris. Each ELJ unit is approximately 75 to 80 feet long, 20 feet wide at the channel bottom, and 20 to 23 feet high. Construct ELJ’s at locations shown on the plans.

Locate ELJ unit bottom backside edge against current stream bank toe. Excavate and conserve streambed material as needed for setting ELJ unit bottom within 1 foot of nearest water surface elevation. Orient the elements as shown on the plans.

F-42 DIVISION 600

Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

Channel Plug unit top and sides. Set the Channel Plug unit top minimum 5 feet above the floodplain ground surface.

647.12 Placing Wood Material and Dolosse. When moving, placing, or repositioning wood material or dolosse do not use the steel binding chain around the log-dolos bundle for lifting. Use appropriate and safe lifting gear. When moving or placing dolos-log bundles, suspending the dolos by the steel binding chain from the log bundle is not allowed.

647.13 Acceptance. Material and construction of items will be evaluated under 106.02.

Measurement

647.14 Measure the Section 647 items listed in the bid schedule according to Subsection 109.02.

Measure volume for Mitigation Bank Stabilization (Course Woody Debris) according to Subsection 109.02(c)(2).

Payment

647.15 The accepted quantities will be paid at the contract price per unit of measurement for the Section 647 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

14102

14101

14102

14105

CP

CP

CP

CP

CP

14106

98362

Port Angeles, WA

P.O. Box 3068

Hoh River Trust

Sectio n 24 T

27N, R1 2W

Sectio n 25 T

27N, R1 2W

UP

T

T T

UP

98504-7014

Olympia, WA

P.O. Box 47014

Dept. of Natural Resources

State of Washington

N

N

9+00 TO 39+00

PLAN AND PLAN

SCHEDULE A (SITE C.1 & C.2)

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c p w w o r k d w a a fb .d g n

WA JEFF 91420 (1)

P

M

D e c e m b e r

C

C o n r a d

C h e c k e d b y

D e s ig n e d b y

Temporary work pad

Wood Buffer with Dolosse unit

See Section M

Wetland mitigation

SCHEDULE B

FOOTNOTE:

of installing the construction fence

Included in the construction limits for purpose[1]

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

15+09

SCHEDULE A

WA JEFF 91420(1)

E=816,530.079

N=318,249.436

E= 814989.626

N= 318060.883

LEGEND

SUSPEND PROJECT

Existing edge of pavement

See S ection

H for deta ils

9+00 to 15+09 Ba nk St abiliz ation RT (Sit e C1)

See Section H for details

30+74 to 53+44 Bank Stabilization RT (Site C1 & C.2)

Do not disturb

RESUME PROJECT

30+74

SCHEDULE A

WA JEFF 91420(1)

BEGIN PROJECT

8+65

SCHEDULE A

WA JEFF 91420(1)

E= 814,346.092

N= 318,080.507

[1]Construction fencing (perimeter)

Revised by Amendment A002

Construction limits

Construction limits

CP

14106

14107

UP

UP

UP

T T T

TT

T

98331-9470

Forks, WA

4193 Upper Hoh Road

Peterson, Gary L. & Charlotte

98504-7014

Olympia, WA

P.O. Box 47014

Dept. of Natural Resources

State of Washington

001 003

98331-9470

Forks, WA

4193 Upper Hoh Road

Peterson, Gary L. & Charlotte

003 003

S e c tio n

T

N , R

W

S e c tio n

T

N , R

W

N

N

39+00 TO 54+00

PLAN AND PLAN

SCHEDULE A SITE (C.1 & C.2)

Temporary work pad

Wood Buffer with Dolosse unit

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a a fc .d g n

WA JEFF 91420 (1)

D e c e m b e r

C o n r

C h e c k e d b y

D e s ig n e d b y

See Sheet D.5 for plan and profile

48+30

SCHEDULE A

50+75

SCHEDULE A

El=265.60

E=818,129.598

N=317,597.046

El=263.75

E=818,305.660

N=317,426.689

E=818,505.089

N=317,246.711

LEGEND

See Section H for details

30+74 to 53+44 Bank Stabilization RT (Site C1 & C2)

See Section H for details

30+74 to 53+44 Bank Stabilization RT (Site C1 & C2)

END MP 4.0 AOP

See Section H for details

Precast concrete culvert

49+49.1 MP 4.0 AOP

edge of pavement

Existing edge of pavement

Existing

53+44

SCHEDULE A

WA JEFF 91420(1)

BEGIN MP 4.0 AOP

2 Revised by Amendment A002

SUSPEND PROJECT

Construction Limits

Construction Limits

14107

TT

UP

UP

T

98331-9470

Forks, WA

4193 Upper Hoh Road

Peterson, Gary L. & Charlotte

53+0051+5050+0048+5047+00

CUYD

EXC.

CUYD

EMB.

S h e e t

C e ll p w w o r k d w a a fd .d g n

A

M a y

0CUYD

EXC.

CUYD

EMB.

53+0051+5050+0048+5047+00

D.5

STATE PROJECT

NUMBER

SHEET

S h e e t

C p w w o r k d w a a fd .d g n

WA JEFF 91420(1)

M a y

C o n r

C h e c k e d b y

D e s ig n e d b y

CONNECTION DETAIL

D

T= 127.53'

R= 4,522.00' e= Normal Crown

L= 255.00'

N

P T

.3

P C

C

.3

P C

.8

BEGIN MP 4.0 AOP

EL= 265.60

E= 818,129.598

N= 317,597.046

48+30

SCHEDULE A

WA JEFF 91420(1)

SSD = 530'

K = 35

77' VC

-1.5361%

.4

210' VC

K = 117

+0.2611%

-1.5361%

Temporary work pad

Wood Buffer with Dolosse unit

END MP 4.0 AOP

EL= 263.75

E= 818,305.660

N= 317,426.689

50+75

SCHEDULE A

WA JEFF 91420(1)

Profile grade paved surface

Existing for pavement structure

See Section C

Proposed existing pavement

Saw cut

See Connection Detail this sheet

Saw cut existing pavement

Slope stake limits constructed

Line to be edge of pavement

Proposed

See Connection Detail this sheet

Saw cut existing pavement edge of pavement

Existing

Clearing limits

Slope stake limits edge of pavement

Proposed

Proposed shoulder

Proposed shoulder

Clearing limits

Existing ground

S e e S e c ti o n H

P r e c a s t c o n c r e te b o x A

O P c u lv e r t

I n s ta ll

F T s p a n x

F T r is

R m o v e e x is ti n g d ia c u lv e r t

Slope stake limits

LEGEND

Construction Limits2

Revised by Amendment A0022

14204

98368-0920

Port Townsend, WA

P.O. Box 1220

Jefferson County

98362

Port Angeles, WA

P.O. Box 3068

Hoh River Trust

S e c ti o n

T

N

R

W

CUYD

EXC.

CUYD

EMB.

88+0085+0079+00

325 325

330 330

340 340

345 345

350 350

355 355

360 360

365 365

80+00 81+00 82+00 83+00 84+00 86+00 87+00

320 320

D.7

STATE PROJECT

NUMBER

SHEET

S h e e t

C m y fi le s p w p r o d u c ti o n d w a a ff .d g n

WA JEFF 91420(1)

J u n e

C o n r

C h e c k e d b y

D e s ig n e d b y

CONNECTION DETAIL

D

R= 340.00'

L= 185.55' e= 0.060

T= 95.15'

P C

.5

P T

.1

.6

+1.1367%

-6.0547%

.7

-6.0547%

+2.4152

SSD = 255'

K = 29

210' VC

K = 42

354' VC

N

TC-4

TP

TC-3

TP

.6

Temporary work pad

Wood Buffer with Dolosse unit

85+00

SCHEDULE C (TOWER CREEK)

WA JEFF 91420(1)

existing pavement

Saw cut paved surface

Existing for pavement structure

See Section C

Proposed

El=331.882

E=833,967.476

N=315,476.235

Existing ground

Profile grade

See Connection Detail this sheet

Saw cut existing pavement

Line to be constructed edge of pavement

Proposed edge of pavement

Existing stake limits

Slope

Clearing limits

Slope stake limits

Clearing limits edge of pavement

Proposed of pavement

Existing edge

Proposed edge of road edge of road Proposed

Proposed shoulder

Proposed shoulder

Proposed shoulder of road shoulder of road

Proposed

See Sheets E.1, E.3

Construct approach 80+96

2,193 271

28 295

Roadway obliteration

78+13to 81+34 RT

LEGEND

SUSPEND PROJECT

Construction Limits2

Revised by Amendment A0022

14204

98368-0920

Port Townsend, WA

P.O. Box 1220

Jefferson County

98362

Port Angeles, WA

P.O. Box 3068

Hoh River Trust

S e ct io n

T

N R

W

P C

.5

P T

.1

N

TC-3

TP

79+40 to 83+52

PLAN

SCHEDULE A (SITE C4)

Temporary work pad

Wood Buffer with Dolosse unit

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a a fg .d g n

WA JEFF 912420(1)

D e c e m b e r

C h e c k e d b y

D e s ig n e d b y

)4C etiS( TR noitazilibats knaB 25+38 ot 04+97

E=833471.626

N=315237.981

RESUME PROJECT

79+40

SCHEDULE A

WA JEFF 91420(1)

E=833827.279

N=315428.815

SUSPEND PROJECT

83+52

SCHEDULE A

WA JEFF 91420(1)

sliated rof H noitceS eeS

LEGEND

Construction limits2

Revised by Amendment A0022

14101

14102

CP

CP

CP

14105

CP

14105

260 260

255 255

260 26

260 260

275275

285 285

285 285

0 290

300 300

UP

98504-7014

Olympia, WA

P.O. Box 47014

Dept. of Natural Resources

State of Washington

UP

T

T T

UP

98362

Port Angeles, WA

P.O. Box 3068

Hoh River Trust

N

N 1

9+00 TO 39+00

CONTROL PLAN

EROSION/SEDIMENT

SUSPEND PROJECT

BEGIN PROJECT

8+65

SCHEDULE A

WA JEFF 91420(1)

LEGEND:

F.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a a d b .d g n

WA JEFF 91420 (1)

D e c e m b e r

C o n r

C h e c k e d b y

D e s ig n e d b y

HOH RIVER

HOH RIVER

Inlet Protection

Filter Rock Check Dam

Silt Fence

Flow Arrow

Rolled Erosion Control Product

Turf Establishment with

Roadway Obliteration

Temporary Work Pad

Bank Stabilization

Bank stabilization

Temporary work pad

Bank stabilization

Temporary work pad edge of pavement

Existing edge of pavement

Existing

15+09

SCHEDULE A

WA JEFF 91420(1)

RESUME PROJECT

30+74

SHEDULE A

WA JEFF 91420(1)

2 Revised by amendment A002