Lynden 360.354.3687 P.O. Box 978 423 Front Street, Lynden WA 98264 Sedro-Woolley 360.855.1713 813 Metcalf Street, Sedro-Woolley WA 98284

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TRANSMITTAL SHEET

Date sent: July 8, 2016

Sent to: All Plan Holders

Deliver to: Project Estimator

Transmission sent from: Reichhardt & Ebe Engineering

Number of pages including this page: 15

CONFIRMATION OF RECEIPT OF ADDENDUM

PROJECT: Bender Field Parking & Restroom

Please complete the following form and email back to Reichhardt & Ebe Engineering, Inc. @ officeadmin@recivil.com

as soon as possible.

Have you received Addendum No. 2 for the above-mentioned project?

€ YES, we received Addendum No. 2

Signed: ______________________________Dated:______________

Company name (Please Print): __________________________________

Please email back to Reichhardt & Ebe Engineering, Inc. at officeadmin@recivil.com

ADDENDUM NO. 2

Addendum No. 2, Page 1 of 2

To the Contract Provisions for: Bender Field Parking and Restroom Project

City of Lynden Project No. 2015-10 To the attention of all bidders for the above project: Please find the following Addendum No. 2 for the above referenced project. This addendum is to be considered as much a part of the Contract Documents as if it were included in the body of the plans and specifications, and will be incorporated in and made a part of the contract when awarded and when formally executed. PROPOSAL FORM Item 1 The Bid Proposal Form is deleted and replaced with the Revised Bid Proposal Form. Only bids submitted on the Revised Bid Proposal Form labeled “Addendum No. 2, June 28, 2016” as included in this Addendum shall be accepted as responsive bids. The Bid Proposal Form has been revised as follows:

• Bid Item 19 “Solid Wall PVC Storm Sewer Pipe 8 In. Diam.”, the material is changed from profile wall, the unit is revised to linear foot and specification reference is revised to 7-04.

• Bid Item 20 “Solid Wall PVC Storm Sewer Pipe 12 In. Diam.”, the material is changed from profile wall, the unit is revised to linear foot and specification reference is revised to 7-04.

• Bid Item 21 “Solid Wall PVC Storm Sewer Pipe 15 In. Diam.”, the material is changed from profile wall, the unit is revised to linear foot and specification reference is revised to 7-04.

PLAN SHEETS Item 2 Plan Sheet 1 Plan Sheet 1 is deleted and replaced with the enclosed Plan Sheet 1, labeled Addendum No. 2. Revisions to this plan sheet include the addition of Sheets E1, E2, and E3 to the Sheet Series Index. Plan Sheet 11 Plan Sheet 11 is deleted and replaced with the enclosed Plan Sheet 11, labeled Addendum No. 2. Revisions to this plan sheet include text revisions to Figure 6-10. Plan Sheet E1 The enclosed Plan Sheet E1 is added to the Plan Sheets and labeled Addendum No. 2. Plan Sheet E2 The enclosed Plan Sheet E2 is added to the Plan Sheets and labeled Addendum No. 2.

ADDENDUM NO. 2

Addendum No. 2, Page 2 of 2

Plan Sheet E3 The enclosed Plan Sheet E3 is added to the Plan Sheets and labeled Addendum No. 2. Item 3 The attached 1-1/2” & 2” Meter Assembly is added to the Contract Documents.

END OF ADDENDUM NO. 2 Acknowledgement that this addendum has been received is required on the Bid Proposal, page 16. Sincerely, _______________________________ Kyle E. Carrick, P.E.

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

1 1 MOBILIZATION

LUMP (1-09.7)

SUM

$ $

per LS

2 1 SPCC PLAN

LUMP (1-07)

SUM

$ $

per LS

3 1 PROJECT TEMPORARY TRAFFIC CONTROL

LUMP (1-10)

SUM

$ $

per LS

4 105 FLAGGERS AND SPOTTERS

HOUR (1-10)

$ $

per HR

5 1 CLEARING AND GRUBBING

LUMP (2-01)

SUM

$ $

per LS

6 4,775 SAWCUT ACP

LINEAR (2-02)

FOOT-INCH

$ $

per LF-IN

7 800 SAWCUT PCC

LINEAR (2-02)

FOOT-INCH

$ $

per LF-IN

8 1 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

LUMP (2-02)

SUM

$ $

per LS

9 2,360 ROADWAY EXCAVATION INCL. HAUL

CUBIC (2-03)

YARD

$ $

per CY

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

8

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

10 20 WATER

M GAL. (2-07)

$ $

per M GAL.

11 3,800 SHORING OR EXTRA EXCAVATION CLASS B

SQUARE (2-09)

FOOT

$ $

per SF

12 4,050 GRAVEL BASE

TON (4-02)

$ $

per TON

13 700 CRUSHED SURFACING TOP COURSE

TON (4-04)

$ $

per TON

14 1,000 HMA CLASS 1/2" PG 64-22

TON (5-04)

$ $

per TON

15 285 WATER QUALITY INFILTRATION TRENCH

LINEAR (7-01)

FOOT

$ $

per LF

16 350 INFILTRATION TRENCH

LINEAR (7-01)

FOOT

$ $

per LF

17 40 CORRUGATED POLYETHYLENE STORM SEWER PIPE 8 IN. DIAM.

LINEAR (7-04)

FOOT

$ $

per LF

18 190 CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM.

LINEAR (7-04)

FOOT

$ $

per LF

9

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

19 10 SOLID WALL PVC STORM SEWER PIPE 8 IN. DIAM.

LINEAR (7-04)

FOOT

$ $

per LF

20 10 SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM.

LINEAR (7-04)

FOOT

$ $

per LF

21 10 SOLID WALL PVC STORM SEWER PIPE 15 IN. DIAM.

LINEAR (7-04)

FOOT

$ $

per LF

22 10 CATCH BASIN TYPE 1

EACH (7-05)

$ $

per EA

23 1 ADJUSTMENTS TO FINISHED GRADE

LUMP (7-05)

SUM

$ $

per LS

24 1 SERVICE CONNECTION 2 IN. DIAM.

EACH (7-15)

$ $

per EA

25 95 PVC SANITARY SEWER PIPE 4 IN. DIAM.

LINEAR (7-17)

FOOT

$ $

per LF

26 30 PVC SANITARY SEWER PIPE 6 IN. DIAM.

LINEAR (7-17)

FOOT

$ $

per LF

27 3 SEWER CLEANOUT

EACH (7-19)

$ $

per EA

10

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

28 1 STABILIZED CONSTRUCTION ENTRANCE

EACH (8-01)

$ $

per EA

29 1,100 HIGH VISIBILITY SILT FENCE

LINEAR (8-01)

FOOT

$ $

per LF

30 7 INLET PROTECTION

EACH (8-01)

$ $

per EA

31 1 EROSION/WATER POLLUTION CONTROL

EST (8-01)

1,500.00$ 1,500.00$

EST

32 3,350 SEEDED LAWN INSTALLATION

SQUARE (8-02)

YARD

$ $

per SY

33 400 TOPSOIL TYPE B

CUBIC (8-02)

YARD

$ $

per CY

34 1 LANDSCAPE RESTORATION

EST (8-02)

750.00$ 750.00$

EST

35 2,600 CEMENT CONC. TRAFFIC CURB AND GUTTER

LINEAR (8-04)

FOOT

$ $

per LF

36 110 CEMENT CONC. PEDESTRAIN CURB

LINEAR (8-04)

FOOT

$ $

per LF

11

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

37 55 CEMENT CONC. DRIVEWAY

SQUARE (8-06)

YARD

$ $

per SY

38 800 CEMENT CONC. SIDEWALK

SQUARE (8-14)

YARD

$ $

per SY

39 3 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A

EACH (8-14)

$ $

per EA

40 2 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A, 10-FT

EACH (8-14)

$ $

per EA

41 2 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A, 12-FT

EACH (8-14)

$ $

per EA

42 1 CEMENT CONC. CURB RAMP TYPE PARALLEL A

EACH (8-14)

$ $

per EA

43 3 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A

EACH (8-14)

$ $

per EA

44 1 RRFB SYSTEM

LUMP (8-20)

SUM

$ $

per LS

45 1 PERMANENT SIGNING

LUMP (8-21)

SUM

$ $

per LS

12

ADDENDUM 2

( ) SECTION REFERENCE June 28, 2016

ITEM

NO.QUANTITY DESCRIPTION

UNIT

PRICETOTAL

CITY OF LYNDENBENDER FIELD PARKING AND RESTROOM PROJECT

46 3,200 PAINT LINE

LINEAR (8-22)

FOOT

$ $

per LF

47 96 PLASTIC CROSSWALK LINE

SQUARE (8-22)

FOOT

$ $

per SF

48 270 PAINTED YELLOW CURB

LINEAR (8-22)

FOOT

$ $

per LF

49 5 PLASTIC ACCESS PARKING SPACE SYMBOL

EACH (8-22)

$ $

per EA

50 3 PLASTIC TRAFFIC ARROW

EACH (8-22)

$ $

per EA

51 8 BOLLARD TYPE 1

EACH (8-26)

$ $

per EA

52 3 POTHOLE EXISTING UNDERGROUND UTILITY

EACH (8-30)

$ $

per EA

53 1 REPAIR EXISTING PUBLIC AND PRIVATE FACILITIES

EST (8-31)

3,000.00$ 3,000.00$

EST

54 1 PRECAST CONCRETE FLUSH RESTROOM BUILDING

LUMP (8-33)

SUM

$ $

per LS

SUBTOTAL: $

SALES TAX (8.7%): $

TOTAL: $

13

OVERALL ELECTRICAL SITE PLAN