Change Order. No. 02. Date of Issuance: 8/4/15 Effective Date: 8/4/15

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1 Change Order No. 02 Date of Issuance: 8/4/15 Effective Date: 8/4/15 Project: City of Hayden - Honeysuckle Avenue and Reed Road Utility Improvement Project (Includes: City of Hayden Gravity Sewer, HARSB Force Main Replacement, and HLID Water Improvements) Contract: City of Hayden - Honeysuckle Avenue and Reed Road Utility Improvement Project (Includes: City of Hayden Gravity Sewer, HARSB Force Main Replacement, and HLID Water Improvements) Owner: City of Hayden, Idaho Owner's Contract No.: Date of Contract: 6/10/15 Contractor: MDM Construction, Inc. Engineer's Project No.: The Contract Documents are modified as follows upon execution of this Change Order: Description: Item No. 1 - Alternate Schedule and Work Sequence No cost and no time change order proposed by MDM Construction on and discussed with MDM, Hayden, HARSB, HLID, and J-U-B at the preconstruction meeting. This change order memorializes modifications proposed by MDM Construction to allow alternate work sequence and schedules as initially described in section of the contract documents. Section requires MDM to : Work on schedule A first the requirement is waived due to the lead times of the pressure sewer plug valves and fittings. Obtain written permission to work on more than on schedule at a time Written permission is provided with this change order for the following work sequences: o Gravity sewer and or waterline work on Reed Road from Honeysuckle to Placer may begin prior to paving on Honeysuckle Avenue. Progress towards paving Honeysuckle must occur immediately behind the work of Reed. o Gravity sewer and or waterline installation on Reed Road from Placer north to Orchard may begin prior to paving the work directly south of Placer on Reed Road. Access to Placer must be maintained. The primary purpose of this alternate schedule and work sequence is to facilitate MDM designed construction approach: Allows for work on the project to progress without waiting additional time for critical pressure sewer plug valves and fittings. Critical plug valves are scheduled to arrive on mid-august. Without this change, no work would have occurred until the fittings were onsite. MDM Shall be responsible for all costs associated with this requested change and submit the following as a result of this executed change order: Revisions to the baseline schedule (attached) as required to update the schedule with actual work progress as well as revisions required to address the Owner s concerns. Revisions as required to the temporary traffic control plan Revisions as required to the temporary bypass pumping plan 2010 ISPWC Modified From EJCDC C-941 Change Order Page 1

2 Item No. 2 - Honeysuckle Ave Asphalt Quantity Adjustment Add additional asphalt to the south side of Honeysuckle Ave. The additional asphalt is shown visually on the attached plan sheets C-204 and C-205 (red polygon). Add the following column to the bottom of Schedule C of the Bid Tab and Application for Payments. Three additional calendar days are added to complete this work. Item No. Item Description Qty. Unit Change Order No. 2, Item No 2, F.1 Type P Surface Restoration (Composite for Sewer Improvements) - Honeysuckle Avenue Station to Unit Price Total Cost 7,900 SF $3.40 $26,860 Item No. 3 - Geotextile Fabric for Honeysuckle Avenue Furnish and install Propex 8 ounce Non-woven Geotextile Fabric to the south side of Honeysuckle Avenue, where asphalt was added in this Change Order. The quantities are estimated at a total of 800 LF (Station to Station ) and is 7.5 ft wide for a total of 6,000 SF. Reference MDM CP No. 3 (attached) which includes a unit price of $0.15 per SF for a total increase of $ Actual quantities will be verified in the field and paid accordingly with future application for payments. No additional Calendar days are added for this item. Add the following column at the bottom of Schedule C of the Bid Tab and Application for Payments. Item No. Item Description Qty. Unit Change Order No. 2, Item No. 3, F.1 Type P Surface Restoration Add Geotextile Fabric between the top of subgrade and sub-base. Unit Price Total Cost 6,000 SF $0.15 $900 Attachments: MDM most current Schedule with markups Submitted at the 7/21/2015 Construction Progress Meeting Plan Sheets C-204 and C-205 MDM Cost Proposal for Propex Goetextile Fabric on Honeysuckle 2010 ISPWC Modified From EJCDC C-941 Change Order Page 2

3 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: Working days Calendar days Substantial completion: 135 days $1,064, Ready for final payment: 165 days [Increase] [Decrease] from previously approved Change Orders No. 0 to No. 1 : [Increase] [Decrease] from previously approved Change Orders No. 0 to No. 1 : Substantial completion: 0 days $0.00 Ready for final payment: 0 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion: 135 days $1,064, Ready for final payment: 165 days [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion: 3 days $27, Ready for final payment: 3 days Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion: 138 days $1,092, Ready for final payment: 168 days RECOMMENDED: ACCEPTED: ACCEPTED: By: By: By: Engineer (Authorized Signature) Owner (Authorized Signature) Contractor (Authorized Signature) Name: Jon R. Baune Name: Name: Print Name Print Name Print Name Date: Date: Date: 2010 ISPWC Modified From EJCDC C-941 Change Order Page 3

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8 ~ 6.0 ~ 4.0 ~ 4.0 ~ 6.0 KEYED NOTES: (this sheet) N1 REPLACE EXISTING MANHOLE WITH NEW 48" ECCENTRIC MANHOLE. REUSE EXISTING MANHOLE LID AND FRAME ON NEW MANHOLE. IF LID AND FRAME ARE BROKEN OR STRUCTURAL DEFICIENT FURNISH AND INSTALL A NEW LID AND FRAME PER DETAILS. N2 CONNECT EXISTING PIPING TO MANHOLE PER DETAILS. N4 SAW CUT LINE. MAINTAIN THE EXISTING CROWN AT CROSS STREETS. ALL SAW CUT LINES MUST FOLLOW A STRAIGHT LINE PER THE PLANS. PRIOR TO PAVING THE SAW CUT EDGE OF THE EXISTING ASPHALT MUST BE APPROVED BY THE ENGINEER TO ENSURE A CLEAN EDGE EXISTS. IF A CLEAN EDGE DOES NOT EXIST THE CONTRACTOR WILL BE REQUIRED TO CUT THE NECESSARY DISTANCE BACK TO PROVIDE A CLEAN CUT TO THE ASPHALT AT NO ADDITIONAL COST TO THE OWNER. N9 HONEYSUCKLE ROAD SHALL BE REPLACED (PER DETAIL) FROM SAW CUT LINE SOUTH OF THE GRAVITY SEWER LINE TO EDGE OF PAVEMENT (OR SAW CUT LINE) ON THE NORTH SIDE OF THE GRAVITY SEWER. IF THERE IS A CURB AND GUTTER REPLACE ASPHALT TO GUTTER. N11 COORDINATE WORK WITH A LICENSED ARBORIST. RETAIN AND PROTECT EXISTING TREE, PROVIDE AND SUBMIT A WRITTEN REPORT FROM A LICENSED ARBORIST DETAILING THE NECESSARY PROVISIONS TO SUCCESSFULLY INSTALL THE WATERLINE. THE WRITTEN REPORT MUST ADDRESS IMPACTS TO THE TREE ROOT SYSTEM FROM THE EXCAVATION AND THE IMPACTS TO THE LEAVES AND BRANCHES FROM EQUIPMENT EXHAUST. CONTRACTOR SHALL INSTALL THE WATERLINE PER THE ARBORIST S RECOMMENDATIONS. N41 EXISTING FENCE, RETAIN AND PROTECT. REMOVE IF REQUIRED BY CONSTRUCTION, RESTORE TO ORIGINAL OR BETTER CONDITION N42 EXISTING UTILITY POLE, RETAIN AND PROTECT. COORDINATE WITH THE UTILITY COMPANY, SUPPORT AS REQUIRED DURING CONSTRUCTION. N43 REMOVE AND DISPOSE OF EXISTING MANHOLE N44 SATISFY POTABLE/NON-POTABLE WATER SEPARATION REQUIREMENTS BETWEEN EXISTING SANITARY SEWER SERVICE LINE AND NEW WATERLINE. MODIFY THE EXISTING SERVICE LINE BY INSTALLING 20' OF WATER CLASS PIPE CENTERED OVER THE WATERLINE IF REQUIRED. N46 PROVIDE A NEW VALVE AT THE CONNECTION POINT TO THE EXISTING WATERLINE. PROVIDE FITTINGS, AND APPURTENANCES AS REQUIRED TO CONNECT TO EXISTING INFRASTRUCTURE. D1 C-401 REED RD. N1 N2 N11 N11 SEE SHEET C-401 FOR WATERLINE PROFILE N46 N42 D2 C-401 DAVIS CIRCLE MATCH LINE STA SEE SHEET C-205 J-U-B ENGINEERS, INC. J-U-B ENGINEERS, INC. REVISED LOCATION OF FM (4' NORTH OF GRAVITY SEWER) 7825 Meadowlark Way Coeur d'alene, ID Phone: Fax: ORIGINAL SIGNED BY: JON R. BAUNE DATE ORIGINAL SIGNED:04/27/2015 D1 C-403 N N44 D2 C-402 N9 HONEYSUCKLE AVE N44 ~ sq units N43 N4 ~ 10.1 ~ 10.1 N4 N2 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc. REVISION NO. DESCRIPTION BY APR. DATE Plot Date:4/24/2015 4:32 PM Plotted By: Brett Berger \\CDAFILES\PUBLIC\PROJECTS\JUB\ HAYDEN HONEYSUCKLE REED RD SEWER\CAD\SHEET\CIVIL\ _C-204.DWG Date Created:1/8/2014 N HORZ VERT SCALE IN FEET EXIST 16-INCH FM LOCATED ON 7/15/2015 BY POTHOLE MAINTAIN 10-FEET POTABLE/NPW SEPARATION REVISED LOCATION OF GRAVITY SEWER (6' NORTH OF DESIGN ALIGNMENT AT MH H2-105 AND END AT DESIGN LOCATION OF H2-106) PROPOSED WATERLINE IS NOT SHOWN ON THIS PROFILE FOR CLARITY, SEE SHEET C-401. REMOVE EXISTING MANHOLE, CAP ENDS OF PIPE PER AND PLACE TAPE IN ABANDONED PIPE. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES EXIST 16-INCH FM LOCATED ON 7/15/2015 BY POTHOLE FILE : JUB PROJ. # : DRAWN BY: DESIGN BY: CHECKED BY: _C WRH JRB JRB ONE INCH AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 4/13/2015 SHEET NUMBER: CIVIL PLAN AND PROFILE HONEYSUCKLE AVE. STA TO C-204

9 ~ 6.0 ~ 6.0 ~ 6.0 ~ 4.0 ~ 4.0 KEYED NOTES: (this sheet) DAVIS CIRCLE MATCH LINE STA SEE SHEET C-204 N1 REPLACE EXISTING MANHOLE WITH NEW 48" ECCENTRIC MANHOLE. REUSE EXISTING MANHOLE LID AND FRAME ON NEW MANHOLE. IF LID AND FRAME ARE BROKEN OR STRUCTURAL DEFICIENT FURNISH AND INSTALL A NEW LID AND FRAME PER DETAILS. N2 CONNECT EXISTING PIPING TO MANHOLE PER DETAILS. N4 SAW CUT LINE. MAINTAIN THE EXISTING CROWN AT CROSS STREETS. ALL SAW CUT LINES MUST FOLLOW A STRAIGHT LINE PER THE PLANS. PRIOR TO PAVING THE SAW CUT EDGE OF THE EXISTING ASPHALT MUST BE APPROVED BY THE ENGINEER TO ENSURE A CLEAN EDGE EXISTS. IF A CLEAN EDGE DOES NOT EXIST THE CONTRACTOR WILL BE REQUIRED TO CUT THE NECESSARY DISTANCE BACK TO PROVIDE A CLEAN CUT TO THE ASPHALT AT NO ADDITIONAL COST TO THE OWNER. N7 MATCH EXISTING GUTTER. RETAIN AND PROTECT EXISTING CURB AND GUTTER. N9 N11 HONEYSUCKLE ROAD SHALL BE REPLACED (PER DETAIL) FROM SAW CUT LINE SOUTH OF THE GRAVITY SEWER LINE TO EDGE OF PAVEMENT (OR SAW CUT LINE) ON THE NORTH SIDE OF THE GRAVITY SEWER. IF THERE IS A CURB AND GUTTER REPLACE ASPHALT TO GUTTER. COORDINATE WORK WITH A LICENSED ARBORIST. RETAIN AND PROTECT EXISTING TREE, PROVIDE AND SUBMIT A WRITTEN REPORT FROM A LICENSED ARBORIST DETAILING THE NECESSARY PROVISIONS TO SUCCESSFULLY INSTALL THE WATERLINE. THE WRITTEN REPORT MUST ADDRESS IMPACTS TO THE TREE ROOT SYSTEM FROM THE EXCAVATION AND THE IMPACTS TO THE LEAVES AND BRANCHES FROM EQUIPMENT EXHAUST. CONTRACTOR SHALL INSTALL THE WATERLINE PER THE ARBORIST S RECOMMENDATIONS. N7 N1 N2 N7 DAVIS CIRCLE MAINTAIN 10-FEET POTABLE/NPW SEPARATION REVISED LOCATION OF FM (4' NORTH OF GRAVITY SEWER) N11 N9 D2 C-402 N7 MATCH LINE STA SEE SHEET C-206 J-U-B ENGINEERS, INC. J-U-B ENGINEERS, INC Meadowlark Way Coeur d'alene, ID Phone: Fax: ORIGINAL SIGNED BY: JON R. BAUNE DATE ORIGINAL SIGNED:04/27/2015 Plot Date:4/24/2015 4:34 PM Plotted By: Brett Berger \\CDAFILES\PUBLIC\PROJECTS\JUB\ HAYDEN HONEYSUCKLE REED RD SEWER\CAD\SHEET\CIVIL\ _C-205.DWG Date Created:2/10/ REMOVE EXISTING MANHOLE, CAP ENDS OF PIPE PER AND PLACE TAPE IN ABANDONED PIPE. N HORZ VERT SCALE IN FEET HONEYSUCKLE AVE. ~ sq units EXIST 16-INCH FM LOCATED ON 7/13/2015 BY POTHOLE ~ 10.1 N1 N REVISED LOCATION OF GRAVITY SEWER (6' NORTH OF DESIGN ALIGNMENT ) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc. FILE : JUB PROJ. # : DRAWN BY: DESIGN BY: CHECKED BY: REVISION _C WRH JRB JRB ONE INCH AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 4/13/2015 SHEET NUMBER: CIVIL PLAN AND PROFILE HONEYSUCKLE AVE. STA TO C-205 NO. DESCRIPTION BY APR. DATE

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