Planning Department1500 Hwy 2, Suite 208Sandpoint, ID 83864(208) 265-1458

August 10, 2017

Memorandum

To: Board of County Commissioners

From: Milton Ollerton, Bonner County Planning Director

Re: Partial Surety Bond Release, The Cove at Strong Creek, File #S 1597-08

The Cove at Strong Creek is a 9-lot plat/planned unit development located off Old Priest River Roadon the Pend Oreille River. The subgrade and base course for the subdivision roads were constructedand as-builts approved by the Bonner County contract engineer. The surety was for the cost, plus50%, of adding the top course and asphalt to the subdivision roads, $143,354.

This resolution releases 50 percent of the corporate surety bond for the improvements required forThe Cove at Strong Creek subdivision. Drew Baden, JUB Engineering, the County contract engineerhas reviewed the evidence of completion of the improvements. Once the improvements are deemedcompleted, the surety is reduced to 50% of the original amount and is maintained for one more yearto guarantee workmanship and ensure materials are not defective. Once the year passes andworkmanship and materials are verified the full surety is released.

The resolution, letters of completion and review are attached.

Legal Review:

Distribution: Milton Ollerton

Tina Smith

Cheryl Piehl

(Recommendation)Staff recommends the Board approve the resolution releasing 50% of the surety bond due for thecompletion of the requirements for The Cove at Strong Creek, File SI 597-08.

PBased on the information before us, I move to approve Resolution Number Z?- 7c? releasing 50% ofthe Corporate Surety Bond from Travelers Casualty and Surety Company of America for The Cove atStrong Creek File #SlS97-08.

Recommendation Acceptance: ft̂ Yes o No DdXQ\^//'^//yCommissioner Glen Bailey, Chairman

SI597-08 August 15, 2017

f J u B y J-U-8 COMPANIES lanodoh mam^gISU GROUP KV INC.

J'U'B ENGINEERS, INC.

July 19, 2017

Mr. Milton Ollerton

Bonner County Planning Director

1500 Hwy 2, Suite 208

Sandpoint, ID 83864

RE: THE COVE AT STRONG CREEK S1597-08 - REVIEW OF ENGINEERED IMPROVEMENTS

Dear Mr. Ollerton:

In accordance with the July 18,2017 Work Order from Bonner County Planning Dept. to J-U-BENGINEERS, Inc. (J-U-B), I have reviewed the submitted package of completion of engineeredimprovements for The Cove at Strong Creek, pursuant to Condition C-4.

Condition C-4 states that, "Prior to final plat recording, all roads within the subdivision shall meet the

latest private road standards for a "B" standard private road, consistent with Title 12, Appendix A,Bonner County Revised Code. The road improvements shall be constructed and certified in writing by aprofessional engineer as complete, in accordance with the private road standards, prior to recording thefinal plat. Two copies of the engineer-certified final road construction report and as-builts, pursuant toSection 3.8 of Appendix A, shall be submitted to the Planning Department prior to final plat approval.The private easements serving the subdivision shall be dedicated to the homeowners association on the

final plat, to the satisfaction of the Bonner County Planning Department."

Tim Blankenship, P.E. has provided the Required Inspection and Information Checklist with a signedCertification of Completion and As-Built drawings (signed 7/12/2017). For compliance with BonnerCounty Revised Code (BCRC), I recommend the applicant provide information regarding the following,prior to approval;

1. Horizontal curvature information; the minimum 50-ft centerline radius cannot be verified. (BCRC§12 Appendix A.2.5.A)

2. Road Name signage; "no new private road...shall be considered completed until a road name signhas been installed" (BCRC §12 Appendix A.3.6.A)

If you have any questions please give me a call.

Sincerely,

J-U-B ENGINEERS, Inc.

Andrew C. Baden, P.E.

llCOABL£S«>itt«iPiO(«asUUeO0-17-(n3BonnarC<«rt)rnmwiBl007_S1S97-CB.Co»eaSRingCfedi«ewwHL.MOaffiTON.St5S7O8.CO\« AT STTONG CREEK J9JUia)17ctiai

o 7825 Meadowlark Way, Coeurd'Alene, ID 83815 /? 208 762 8787 / 208 762 9797 w www,jub.com

^ J-U-B COMPANIES "Sodon R3I* IS^ OROOP KBil

OATCWAYMARPINSINC.

J-U B ENGINEERS, INC.

August 9, 2017

Mr. Milton Olierton

Bonner County Planning Director

1500 Hwy 2, Suite 208

Sandpoint, ID 83864

RE: THE COVE AT STRONG CREEK S1597-08 - REVIEW OF ENGINEERED IMPROVEMENTS

Dear Mr. Olierton:

In accordance with the July 18, 2017 Work Order from Bonner County Planning Dept. to J-U-BENGINEERS, Inc. (J-U-B), I have reviewed email response and revised as built (signed by Tim Blankenship,P.E. on July 27, 2017) drawings for The Cove at Strong Creek, pursuant to Condition C-4.

Based on J-U-B ENGINEERS, Inc. letter dated July 19,2017, Martin Taylor email replied the same daynoting that project signage was previously approved in the surety agreement.

Updated as built drawings were submitted with centerline radius information displayed and theminimum 50-ft centerline radius is now confirmed with those plans.

Based on the above, it appears that Condition C-4, for the above-mentioned project, is complete.

If you have any questions please give me a call.

Sincerely,

J-U-B ENGINEERS, Inc.

Andrew C. Baden, P.E.

IMXWnifSVhiWelPmiselEUUSaj-ITjaewvwfCRrtyPtoininglOOZJISSr^e.CowdSlfongCreokWeflMTt.M Oli£RTONJ1597ja_COVEAT STRONGCREEK_CI9AUGJ017 Oooc

a 7825 Meadowlark Way, Coeur d'Alene, ID 83815 p 208 762 8787 / 208 762 9797 w www.jub.com

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JAMES A. SEWELL & ASSOCIATES, LLC

1319 North Division Avenue

Sandpoint, Idaho 83864(208)263-4160

(208) 263-5229 Fax

♦Civil Enizineenng *EIectrical Engineering *Land Surveying ♦Building Inspection * Land Use Planning

July 12, 2017

APPENDIX A

PRIVATE ROAD STANDARDS MANUALREQUIRED INSPECTION & INFORMATION CHECKLIST

PROJECT NAME: The Cove at Strong Creek

ASSIGNED PLANNING DEPARTMENT NUMBER; SI597-08. C916-08 and CM916-I5

ASSIGNED PUBLIC WORKS ENCROACHMENT PERMIT NUMBER: 2293

For all private roads:

"^Project evgineer shall suhmi! construction inspection notesSee inspection reports dated 6/16/17 and 6/19/17 attached.

*Verijy placement of any approved geotextile fabric, ballast and 3/4" minusSee inspection report dated 6/16/17 for 3/4" minus.

*^Verify the gradation of 3/4" minus and ballast, submit sieve analysisSee gradation for 3/4" minus material. Note that the 3/4" minus material does not meet theCounty specification but was approved as an equivalent material by the Bonner County Road andBridge Departninent's Matt Mulder. P.E on 7/12/17, letter attached.

^Verify the section depth3/4" minus section depth was verified using roadway survey control.

^Submit nuclear density gauge field data sheetsDensity testing field data sheets are attached as part of the inspection reports.

*Submit subgrade density test resultsSubgrade density results were submitted as part of our 4/16/15 report and were subsequentlyapproved by Charlie Gay, P.E.

James A. Sewell & Associates, LLCNewport Office - 600-4"' Street West, Newport, WA 99156 (509)447-3626 (509)447-21 12 Fax

Sandpoint Office - 1319 North Division .Avenue. Sandpoint. CD 83864 (208)263-4160 (208)263-5229 FaxSnokane Office - 400 South Jefferson Avenue, Suite 452. Spokane. WA 9^204 (50O)74'-5794 (509)747-5798 Fax

— (Rsv 2-2014)

The Cove at Strong CreekAppendb: "A " Private Road Standards Manual Inspection and Information Checklist

July 12. 2017Page 2

*Densi[y tests are required for every lift at a mimmiim frequency of SOO linear feet, for allmaterials, special attention shall be paid to curve returns, cul-de-sacs/hanimerhead turnaroundsor sensitive areas

See nuclear density testing field data for 3/4" minus and Asphalt attached.

^'Submitproctor tests results on siibgrade, ballast. 3/4" minusProctor test results for 3/4" minus is attached.

*(Other requirements-verified by engineer)Asphalt mix design for Super Pave SP-50 is attached.

CERTIFICATION OF COMPLETION/ACCEPTANCE;

* I CERTIFY THE PROJECT IS COMPLETED GENERAL ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS.

JAMES A. SEWELL & ASSaCIATES, LLC

Tim C. Biankenship. P.E/<c

James A. Sewell Sl .Associates, LLCNewport Otfice - oOO-T" Street West. Newport. WA 99156 (509)447-3626 (509)447-3112 fax

Sandpoint O-ffice - 1319 .North Division .Avenue. Sandpoint, ID 83864 (208)263-4160 (208)263-5229 Fx\Spokane Office - 400 South Jetlerson Avenue, Suite 452. Spokane, WA 99204 (509)747-5794 (509)747-5798 Fax

(Rev 2-2014)

JAMES A. SEWELL & ASSOCLATES, LLC^ 1205 Highway 2, Suite 101J Sandpoiiit, Idaho 83864

(208)263-4160

(208) 263-5229 Fax

*Civil Engineering *Electncal Engineering 'Land Surveying 'Building Inspection * Land Use Planning

July 10, 2017

Bonner County Road and Bridge Department

1500 Hwy 2 Ste. 101Sandpoinl, ID S3864

Attn; Matt Mulder, P.E.

Subj: The Cove at Strong Creek - Road Construction MaterialsSI 597-08

C916-08

Dear Matt:

Please find the attached gradation tor Top Course (3/4" Base Rock) from the Bodie Canyon Gravel Pitlocated near Priest River. The contractor would like approval for this material for use as Top Course forthe proposed private road.

This material is very close to, but does not meet the County specification for. Top Course. The materialhas only 22% passing the "8 sieve where 30% to 50% required.

The material does meet the ITD gradation for A Base Rock and is commonly used in TTD pavingprojects. All roads within the subject subdivision are paved. It is my opinion that this material is suitablefor use as Top Course for the proposed private roads within the subject subdivision.

Please reply that the proposed material is an acceptable alternative to County specification for use inroadway construction.

Thank you for your time. Please contact me in our Sandpoint office if you have questions or comments.

Sincerely,

JAMES A. SEWELL & ASSOCLATES. LLC.

Tim C. BlanJc'ehsTup, P.E.

pc: MJM Grand, Mark Schuetzleend: proposed material gradation and ITD specification

Newport Office - 600-4''' Street West. Newpon, WA 991.56 (509)447-3626 (208)437-2641 (509)447-2112 FaxSpokane Office - 9 South Washington. Suite 3 10, Spokane. WA 99201 (509)747-5794 (509)747-5798 Fax

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MS E.-X81 Version 3.1 • Msfdi 2CC4 4^2016

BONNER COUNTY ROAD & BRIDGE

I 5i)() I fi'iiiwa) 2. Sdiit: U)l • SaiKlpi'iiu. II' iSjSfvl • I'htnic. I ZOX) 255--5/».SI I'iin: 12l)S)k-miiii -.'i:.!" ■/ tro

July 12. 2017

Tim BlankenshipJames A Sewell & Associates1319 North Division AveSandpoinl ID 83864

Re; Gravel Gradations for The Cove ai Strong Creek

Dear Tim,

Per your request. 1 have looked at the proposed gradation for ITO Type A V., ' base rock as a substitutionfor the Bonner County specification for top course grave! under asphalt pavement m The Cove at StrongCreek. While not a public road over which I will nave junsdicrion it is ■Tiy understanding that someplanning Oeparrment fequiremenrs are still at play which require the Borner County approved rockgradation The decision on thts matter ultimately rests with the Planning Department but I'm writing thisin support of your request.

It IS my opinion that the proposed substitution would be equivalent when used under an asphalt roadsurface and is an acceptable alternative. The proposed ITO Type A rock has less fines which bind thematerial together This lack of fines could cause washboards and product loss m a gravel road surfacebut should not be an issue under an asphalt road where the asphait keeps the product in place in lieu offines, The strength of the maiensi comes from the larger aggregate m the mix. which is present andmeets Bonner County specincations for top course

Perhaps the most compelling evidence that the rock is suitaole is that it's approved by ITD for use underpaved roads ITD has far more extensive testing and quality control practices m place than BannerCounty and I believe that their specs are acceptable when doing similar work

Sincerely

(Vlatt Mulder P E.Staff EngineerBonner County Road and Bndge

SOCS^J.-'

JAMES A. SEWELL & ASSOCIATES, LLC

DAILY INSPECTION RECORD

Project Name j SAILOR LAME Date 6-16-17

Prime Contractor INTERSTATE Superintendent

Inspector DEH 1 Arrival/Departure 8:00/9:30

Vyeather

Conditions

X Sunny | Overcast . Rain | ! Sleet ' ' Lightning Approx. Temp. 60'SWindy j | Snow Hail • Foggy Drizzle Other '

Ground Conditions X Dp/ j j Frozen : Snow Mud , Water Other MIOIST FROM WATERING

CONTRACTOR PERSONNEL EQUIPMENT

Contractor/Trade/PositionMo.

WorkersHours

1

Description j Arrived DepartedHours

Used

NONE 2 Double DRUM ROLLER i 0

j

1

i

1

CONSTRUCTION MATERIALS DELIVERED TESTING/INSPECTION PERFORMED

Description Quantib^Time

DeliveredType Location

CONTRACTOR TASKS PERFORMED

Task Description | Performed By Location Start Finish

!

James A. Se^-ell & Associates. LLC Daily Inspermn RecordSAILOR LiNE-

"6-16-1^" Pa%e 2 of 2

VSRBAL INSTRUCTIOM TO CON l RACTOR FROM OWMHR/cNGiNEER OF RECORD

Name/Title Instruction/Verbal Approvals Location on Site

GENERAL NOTES

CMSiTPPER THE CONTRACTORS REQUEST TO TEST COMPACTION ON THE MINUS FOR THE ROAD. I CALLED AND TALKEDTO AARON FROM INTERSTATE TO SEE IF 1 NEEDED TO TEST THE DRIVEWAYS FOR THEM. AARON TOLD ME NO ON THcdriveways AND THAT THEY ONLY NEEDED ABOUT THREE TESTS ON THE ROAD AS IT WAS JUST FOR THEiR INFORMATION.THERE WAS NO ONE ON SITE DURING MY VISIT. THE FOLLOWING ARE THE RESULTS OF i HE TEST:,.STRONG COVE RD, - 2+25 96% COMPACT WITH 7.4% MOISTURE.SAILOR LANE - 3+00 94% COMPACT WITH 7.2% MOISTURE.SAILOR LANE-9+00 96% COMPACT WITH 6,1% MOISTURESAILOR LAME - 17+00 98% COMPACT WITH 5.7% MOISTURE

SAFETY OBSERVATIONS

Observed Action Remarks

PHOTO DOCUMENTATION

Photo Description

LOOKING

DOWN THE

ROAD FROM

STA. 9+00

Photo Description

James A. Sewell & Associates, LLCNewport Office - 60)M"' Street West. Newport. \V.>l 99154 (5i)9VI-l7-3h2b 1208)437-2641Sandpoini Office - 1319 North Division .Avenue, Saniipoint, ID 83864 i2«8)263-4l60^^

Spokane Office-400 South .Jefferson .Avenue, Suite 452. Spo^ne. SV.A 99204 (=09) <47-5-94VVebsilcxvvnvLtieweil^onv-EnW^dminNyaseweMjjyiin^^^^^^^^^^^^{Rev lui-zaiT)

James A. Semeil d Associaies. LLC Daib Inspection Hecord•SAILOR LiNE"

"6-16-1'" Poge 3 of S

TEST RESULTS ATTACHED

Xi Density Testing | Other SEE MOTES FOR TEST RESULTS

inspector Signature DARRIN HUNTER

• QUAMTITIES AMD HOURLY FIGURES ARE APPROXIMATE UNLESS OTHERWISE INDICATED

James A. Sewell & Associates, LLC

Newport OfBce - iflO-4''' Street West, Newport. Wa 99136 i509)4't7-3626 (21)8)-437-2641Sandpuint Office - 1319 North Division Avenue, Sandpoint. ID 33864 (208)263-4160

Spokane Office - 400 South .JetTcrson Avenue, Suite 452. Spokane, WA 99204 (509)747-5794

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On March 2, 2015 inteistsie Concrete ano Asphalt Quality Contrcl ■.aboratoiv.received Tatericis cut Rathdr .r- lacoeetcry trcm inrerstaie Concrete & Asphaii Iccatec n Ssndncim.'dahc 'or the ourpcsa of an aapnsi! mix design, mierststs Sar.dccin, suppued averagegradatron 'esu'ls cr ail maten'sis This mix cesicn '-vss deveioped by a quaiinedSuoerpsvs isvei 7. mix design technician -n =r accroved 'TQ 'eCcratcn/ .^LQiCo-^

'n.ii :otich.vir.g .iMA disrd is cased cn aggrsgate and lap maieiiais ofcvicea cy mtei state Sandociht.ror a target riMA olsnd tP refersnce ic \^D spedticationa Adjustments Ic th.e hma argetblend may ce required due re maiensl gradation venations 'cr desirec volumetric mix oropettiesto ie achieved, .i necsssai'-/, HMA target bten.c ard other volumetric specifications become„nactiievabis. a tew r-MA rargel cletid may ce 'equired A.:q|iait oil variahor^s may requireadjustments ro achieved /olumeirlc mix crccertiss

interstate isfacratoh/ test resuils of the accve rgterei iceo mix cascriptlon appear to meet and/crexceed prcjecr requirsments tor this mix dssigp. "his .-iMA larget olsnd generatec in curlaboratory s to be -sad as a ceginmng to the prccuction orccsss. Slight adjustments maybe needed cue to orcductic.i i srccKpiis vsrations, and piacement crccssses.

ThanK you tor giving us this oppoi-tur.ity to oe of ssivice on your croisct. -r lessa fesi freeto ccntsct js it you shouic "sed any to riher assistsrca,

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Varying %AC Report

Project Name: 1/2" Superpave Commercial f' "^824590 N Initial: 6

Workbook Name: Pine Pro] Varying AC {12.5mm SP-2 Cc N Design: 50Tecnnician: kris braden N Max: 50

Date: 3/17/17

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.is:'! SAILOR LANE P.U.D.? f S; BO.N.NER county, IDAHO

CCtJSULTiNG ENGINEERSSAIOPOINT. IDAHO 83864

(2C8) 263-4160

SURETY AGREEMENT

THIS AGREEMENT made and entered into this ^ day of2015, by and between Thomas R. Newbury, Manager, BBTB, LLC, a Washingtonlimited liability company, hereinafter referred to as "Applicant," and the BonnerCounty Commissioners, hereinafter referred to as "County."

WHEREAS, the Applicant is required to post security for the construction orinstallation of the following improvements by applicable ordinances of Bonner County,conditions of preliminary plat approval and the laws of the State of Idaho, to wit;

Improvements required by preliminary plat condition C-4, to wit:

Prior (o final plal recording, all roads widiin ihc subdivision shall meet the latest private roadstandards for a " B" standard private road, consistent with Title 12. Appendix A. Bonner CountyRevised Code. The road improvements shall he constructed and certijied in writing by aprofessional engineer as complete, in accordance with the private road standards, prior torecording the final plat. Two copies of the engineer-certified final road construction report andas-builts. pursuant to Section 3.S of Appendix .1. shall be submitted to the Planning Departmentprior to final plat approval. The private ea.sements serving the subdivision shall be dedicated tothe homeowners association on the final plat, to the satisfaction of the Bonner County PlanningDepartment.

The SLibgradc and base course for all roads within the project boundaries have been constructedconsistent with Bonner County "Local Road B" private road requirements. All signage anddrainage improvements have also been completed consistent with the approved plans. Theapplicant is proposing to bond for the remaining top course and asphalt improvements. Theengineer's 4/17/15 estimate (attached) for completing the remaining roadway improvements wasapproved 5/1/15 (attached).

To confirm the proposed surety of $143,354 (150% of the project engineers'estimated costs for completion of said improvements), refer to the attached4/17/15 project engineer Tim Blankenship letter to planning director Glare Marleyestimating the cost of completing road improvements. Also refer to the attached5/1/15 county contract engineer Andrew Baden letter confirming the amount of***$95,569.00*** X 1.5 for a total surety amount of ***$143,354.00*** securing thecompletion of road improvements (preliminary plat condition C-4).

WHEREAS, the above described improvements are to be constructed by theApplicant with regard to certain real property described, as follows:

That property depicted on preliminary plat 81597-08 and PUD conceptual landuse plan C916-08 and CM916-15, as amended, on file in the Bonner County

The Cove at Strong CreekSurety Agreement - Planning Department File 81597-08. C916-08 and CM916-15Page 1 of 5

Planning Department.

WITNESSETH:

That the Applicant covenants and agrees to post security for construction of theabove described improvements and the County agrees to accept said security, each inaccordance with the terms and conditions of this Agreement.

That the Applicant, simultaneously with the execution of this Agreement, depositswith the County the attached corporate surety bond written by an insurance companylicensed In Idaho having a rating from A. M. Best & Company of "A" or better equivalentto one hundred fifty percent (150%) of the project engineer's estimated cost ofconstruction of the Improvements for the purpose of guaranteeing completion of thework and repair of any defects in improvements which occur within one (1) year of thefirst acceptance of the completed work by the Board from Travelers Casualty andSurety Company of America, Bond No. 106292986, in the total amount of***$143,354.00***, hereinafter referred to as "Surety," as security for completeperformance and construction of the above described improvements upon the followingterms and conditions:

1. That the Applicant shall complete construction of said improvements on orbefore (2) two years from the date of the execution of this agreement, or saidamount shall be due and payable to the County, and said Surety may be drawn by theCounty to the full amount thereof.

2. That said Surety shall be made in the name of the "Bonner CountyCommissioners." authorizing the Chair to sign for the release or modification thereof,and said Surety shall be held by the Bonner County Treasurer.

3. That in the event the Applicant fails or refuses to complete saidimprovements on or before the date set forth in paragraph Number 1 herein, the Countyshall have the right to cash or make demand for, and receive payment of. said Surety,and apply the proceeds thereof to the construction of said improvements and to do sowithout any recourse by the Applicant. Further, the county, its agents, contractors ordesignees shall have the right to enter the subject property as necessary to carry outthe completion of the improvements covered by this agreement.

4. In case of default by the Applicant, if the total cost of constructing saidimprovements Is less than the amount of the Surety, the difference between the actualcost of constructing said improvements and the amount of the Surety shall be paid tothe Applicant. However, If the cost of installing said Improvements is greater than theamount of the Surety, the Applicant agrees to reimburse and hold harmless the Countyfor any and all additional costs incurred by the County installing and constructing saidimprovements.

The Cove at Strong CreekSurety Agreement - Planning Department File SI 597-08, 0916-08 and CM916-15Page 2 of 5

5. That in the event the Applicant completes construction of saidimprovements on or before the date set forth in paragraph Number 1 herein, the BonnerCounty Treasurer shall release to the Applicant the Surety one (1) year after firstacceptance of the completed \A/ork by the Board upon receiving notice by the BonnerCounty Planning Department, pursuant to and under the direction of the CountyCommissioners, that said improvements have been installed according to applicablespecifications and that the same have been approved by Bonner County. If constructionis not completed within one (1) year of the date of this agreement, the Applicant shallprovide a status report to the County within one (1) year advising of constructionprogress and confirming the surety agreement remains in full force under the terms ofthis agreement and the surety standards of Bonner County Revised Code 12-644(C).

6. Sureties guaranteeing the work and repair of any defects in improvementswhich occur within one year after first acceptance of the completed work by the Boardmay be reduced by the Board by one-half (Vz) for that one year. The surety agreementshall be valid for a period not to exceed two (2) calendar years from the date ofapproval. At any time prior to the expiration date of the surety agreement, thesubdivider may make a written request to the Planning Director for a single extension ofthe surety agreement for a period up to two (2) years. As a condition of granting anextension, the County may obtain a revised estimate at the applicant's expense todetermine if the original amount of the surety as identified herein is sufficient to coverthe cost of the improvements, construction or reconstruction. The Board may considersuch request for extension at any regular business meeting. The extension requestmust be approved or denied by the Board prior to the expiration date of the suretyagreement.

IN WITNESS WHEREOF, the parties hereto have signed this document the dateand year first written above.

BONNER COAPPUCANT

Thomas R. Newbury.'^anagBBTB, LLCa Washington limited liability company

Cary Kejlj/^Chair /Bonner County Commissioners

ATTEST: Michael W. Rosedale, Clerk

onn ounty Deputy Clerk

The Cove at Strong GreekSurety Agreement - Planning Department File S1597-08, C916-08 and CM916-15Page 3 of 5

DATE:

The Cove at Strong CreekSurety Agreement - Planning Department File S1597-O0, C9ie-08 and CM916-15Page 4 of 5

Notat7 Acknowledgment for applicant's signature:

STATE OF

COUNTY OF h

On this P^51f\dav of v I in the year 20 / b before me, a Notary Public in andfor said State, personally appeared Thomas R. Newburv. Manacer known or identified to me tobe one of the managing members in the BBTB. LLC, a Washinoton limited liability company, theperson whose name is subscribed to the within instrument and acknowledged to me that heexecuted the same in and for said limited liability company. I have hereunto set my hand andseal the date last above written.

, ■■ JM. .(Notary PubllbResiding atMy commission'expires:

The Cove at Strong CreekSurety Agreement - Planning Department Pile S1597-06, C916^6 artd CM916*15Page 5 of 5

JAMES A. SEWELL & ASSOCIATES, LLC1319 North Division Avenue

Sandpoint, Idaho 83864

(208)263-4160(208) 263-5229 Fax

* Land Use Planning *Civil Engineering * Electrical Engineering * Land Surveying * Building Inspection

July 18.2017

Bonner County Commissionersc/o Milton Ollerton, Planning DirectorBonner County Planning Department1500 Highway 2, Suite 208Sandpoint, Idaho 83864

SUBJECT: The Cove at Strong Creek Surety Agreement (S1597-08)Proof of Completion of Condition C-4

Dear Commissioners:

The plat of The Cove at Strong Creek was recorded subject to the terms and conditions of a suretyagreement approved August 4, 2015, securing the completion of road improvements limited to theplacement of top course and asphalt (agreement attached).

All improvements have been installed. Please find attached the July 12, 2017, "APPENDIX A,PRIVATE ROAD STANDARDS MANUAL REQUIRED INSPECTION & INFORMATIONCHECKLIST." together with the July 12, 2017. engineered as-built plans.

Pursuant to the tenns and conditions of the surety agreement (paragraph 5), the applicant requeststhat the top course and asphalt improvements be accepted as complete by the countycommissioners, and that the surety amount be reduced by one-half for the forthcoming one yearwarranty period (paragraph 6).

Please advise when this matter will be placed on the business meeting agenda.

Thank you in advance for your consideration.

James A. Sewell & Associates, LLC

Newport Office - 600-4'" Street West. Newport. WA 99156 (509)447-3626 (509)447-2112 Fax

Sandpoint Office - 1319 North Division Avenue. Sandpoint. ID 83864 (208)263-4160 (208)263-5229 Fax

Spokane Office - 400 South Jefferson Avenue, Suite 452. Spokane, WA 99204 (509)747-5794 (509)747-5798 Fax

(ilcv 2-2(114)

Bonncr County Commissioners c/o Milton Olleilon, Planning DirectorTim Cove ai Snvii}; Creek Surely Agreement {SI S^T-OS)

Proof of Completion of Condition C-4July 17,2017

Page 2

Sincerely,

JAMES A. SBWELL & ASSOCIATES, LLC

Martin E. Taylor, AlCP

Member - American Institute of Certified Planners

Land Use Planning, Design and Pennit Services

Wetland Delineations

Project Management

mtavlor@iasewell.com

Attachments: The Cove at Strong Creek Surety AgreementInspection and Information Checklist (7/12/17)

Engineered as-built plans (7/12/17)

James A. Sewell & Associates, LLC

Newpon Office - 600-4"' Street West, Newport, WA 99156 (509)447-3626 (509)447-2112 FaxSandpoint Office - 1319 North Division Avenue. Sandpoint, ID 83864 (208)263-4160 (208)263-5229 Fax

Spokane Office - 400 South Jefferson Avenue. Suite 452. Spokane. WA 99204 (509)747-5794 (509)747-5798 Fax

(Rev 2-2014)

RESOLUTION NO. 17 - 7^

AUTHORIZATION FOR PARTIAL RELEASE OF SURETY

WHEREAS, the Bonner County Board of Commissioners and ThomasR. Newbury, BBTB, LLC. A Washington limited liability company, hereafterreferred to as Applicant entered into a surety agreement on August 4, 2015, inthe amount of $143,354.00 for completion of the remaining road including the topcourse and asphalt improvements to be completed on or before August 4, 2019(Date extended on July 27,2017 by the Board), for the plat of The Cove atStrong Creek, File #81597-08; and

WHEREAS, the above described improvements have been constructed bythe Applicant with regard to certain real property described, as follows:

THAT PROPERTY DEPICTED ON THE PLAT OF THE COVE AT STRONG

CREEK, AS RECORDED IN BOOK 9 OF PLATS, PAGE 68, RECORDS OFBONNER COUNTY, IDAHO.

WHEREAS, a surety in the said amount was posted in the form of acorporate surety bond from Travelers Casualty and Surety Company ofAmerica for the specified improvements; and

WHEREAS, project manager Marty Taylor of Sewell and Associatescertified in a letter dated July 18,2017, that the road improvements limited to theplacement of top course and asphalt have been completed pursuant to theconditions of approval for the subdivision. In a memo dated August 9, 2017, TheCounty contract engineer. Drew Baden of JUB Engineers, inc. confirmedimprovements have been met to the satisfaction of Bonner County.

NOW, THEREFORE, the Bonner County Board of Commissioners herebyaccepts the subdivision improvements as complete subject to the terms of thesurety agreement. File #81597-08, and hereby authorizes the release of one-halfthe surety or $71,677.00 and hereby retains the surety in the amount of$71,677.00 until one year from the date of this acceptance. The Board ofCommissioners hereby further authorizes the Bonner County Treasurer torelease as soon as practical, allowing sufficient time for processing, said$71,677.00 of the surety specified herein upon the submission by the applicant ofa replacement surety in the amount of $71,677.00 in a form specified at Section

The Cove at Strong CreekSurety Release - Planning Departnr^ent File #1597-08Page 1 1

12-644(c), Bonner County Revised Code, and to release the remaining suretyone year from the date of this acceptance, barring any defects in materials orworkmanship as determined by Bonner County Planning Department.

BONNER COUNTY BOARD OF COMMISSIONERS;

Glen Bailey, Chairman ^

□"an Mcdonald,Commissioner

ATTEST: Michael Rosedale, Clerk

By Deputy Clerk Date

The Cove at Strong CreekSurety Release - Planning Department File #1597-08Page | 2