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- NUB OF TREASURE UALLL`_ 'dAYOF A Good Place to Live -%-I LEGAL DEPARTMENT Robeit D. Corrie (208) 288-2499 • Fax 288-2501 CITY OF MERIDIAN PUBLIC WORKS CITY COUNCIL MEMBERS BUILDING DEPARTMENT Ron Anderson 33 EAST IDAHO (208) 887-2211 • Fax 887-1297 MERIDIAN, IDAHO 83642 Keith Bird (208) 888-4433 • Fax (208) 887-4813 PLANNING AND ZONING Tamm deWeerd y City Clerk Office Fax (208) 888-4218 DEPARTMENT Cherie McCandless (208) 884-5 33 • Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission, please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: Transmittal Date: February 20, 2001 File No.: PP 01-005 March 8, 2001 Hearing Date: March 15, 2001 Request: Preliminary Plat approval of 336 building lots and 58 other lots on 175.91 acres in proposed R-4 and C-G zones for Bridgetower Crossing Subdivision By: Primeland Development Co., LLC Location of Property or Project: north of Ustick and east of Ten Mile Sally Norton, P/Z Bill Nary, P/Z Jerry Centers, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Fire Department Police Department City Attorney City Engineer City Planner Parks Department Gen - 26 PP/FP/PFP - 30 AZ - 27 Your Concise Remarks: Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department 11 ��z cg�' 7-4 7 ..�TTTT D t-nirTRVAL 3653 E. Presidential Drive, Meridian, Idaho 83642 Chairman, Planning and Zoning Commission City of Meridian 33 E. Idaho Meridian, ID 83642 E-mail: rpc0340@uswest.net RECEIVED APR 0 5 2001 City of Meridian Clark Office City Dear Mr. Chairman, We live in the Crossroads Subdivision in Meridian, and are concerned about the proposed new subdivision that is under consideration for the space to the east of us. We are not opposed to having a new subdivision built next to our subdivision, but are concerned about the size of homes as shown in the architects drawing. We strongly feel that any homes built in subdivision adjacent to ours should be the same size homes as are built in Crossroads Subdivision with a minimum of 1400 sq. ft. Also, we feel that value as homes inour tathe proposed subdivision, subdivision should have the same minim which is $110,000.00. Sincerely, Robert P. Courval LaDene Courval Bridgetower Crossing Comm(---. �.. Page 4 of 4 April 19, 2001 DEVELOPMENT SCHEDULE Our discussions with the Meridian Zoning Board (Brad) indicated that the development of the subdivision would take on the order of ten years. The Bridgetower Subdivision Traffic Study assumes build out in five years. The applicant has indicated that the school, located in the last area to be developed, must be constructed and ready to open for the 2003 school year. The developer must reconcile these various target projections, and submit a development schedule including a plan for subdivision controlled road upgrades. PUBLIC NOTICE AND PROCESS CONCERNS We remain dissatisfied with the way this action was public noticed. None of three adjacent houses (4450, 4550 and 4650 North Linder) opposite the proposed development received the required notice of the March meeting of the Meridian Planning and Zoning Commission, despite the fact that our names were on the mailing list. Further, when Brian requested the Meridian Planning and Zoning Commission's written policy for determining if there are additional areas that may be substantially impacted, he was informed that no such policy exists. Idaho Code 67-6511 and -6512 require written notice be made to "any additional area that may be substantially impacted ... as determined by the commission." We request to be noticed of any proposed rezoning/development located on Linder Road between Ustick Road and Chinden Boulevard, on McMillan Road between Meridian Road and Ten -Mile Road, on Ustick Road between Meridian Road and Ten -Mile Road, and on Meridian Road between Ustick Road and Chinden Boulevard. Any development in these areas will substantially impact us by adding to the already heavy traffic loads on Linder Road. Further, portions of the rezoning and the conditional use permit are based on zoning rules that have not yet been adopted by the City of Meridian. Any conditional approval must identify those components of the proposal that depend on Meridian adopting the revised zoning. The approval should indicate that until and unless the revised zoning rules are adopted, those components are not approved. Building and other required permits can not be issued until the proposal is compliant with current zoning. We thank the Commission for their time. Sincerely, Brian L. English 4650 North Linder Road Meridian, ID 83642 (208) 884-8045 Margaretha M. English 7,ECEIVED April 19, 2001 APR 13 '2GG1 City of Meridian City of Meridian 33 East Idaho Street City Clerk Office Meridian, ID 83642 2 /'l l rJ " Meridian Planning and Zoning Commission: This letter identifies our concerns associated with the proposed Bridgetower Crossing Subdivision. The subdivision will be located on the square bordered by Linder, McMillan, Ten -Mile and Ustick Roads. IRRIGATION CONCERNS We receive our irrigation water from Gate 28 and our return (or waste) ditch drains across the subject property. On the basis of the current design plans, we believe the waste ditch would impact one office building and fifteen lots for single family homes. We understand that, so long as the historic drainage is preserved, this ditch could be relocated and must be tiled by the developer. We request the Meridian Zoning Commission require the following actions of the developer with respect to this waste ditch: 1. Any ditch work performed shall not interfere with the historic drainage during irrigation season. In addition, during any ditch modification/construction period, the developer shall be required to take adequate precautions ensuring that runoff from precipitation/snow melt is accommodated so as not to back up on existing residential properties. 2. When the ditch is tiled and/or rerouted, a registered professional engineer shall certify the plans and specifications both prior to and upon completion of work. 3. When the ditch is tiled, Bridgetower Crossing Subdivision shall record ditch easements for each impacted property. 4. When the ditch is tiled, Bridgetower Crossing Subdivision shall be responsible for maintaining the ditch, including any damages that may result from any failure to maintain the ditch. Although we understand that some of the items listed above are required by Idaho statute, we believe these requests are reasonable and should be required of the developer as part of their requested rezoning and associated conditional use permit. Further, we offer the following general comment to the Planning and Zoning Commission concerning the irrigation ditch work resulting from the proposed subdivision: Ada County Highway District, in their comment to Meridian Zoning Department, has indicated that the McMillan Road right of way must be widened to forty-eight (48) feet from centerline and that all utilities (including Settler's Canal) must be removed from the right of way (ACHD letter to Planning and Zoning CITY CLERK FILE CHECKLIST- A Project Name: Bridgetower Crossing Subdivision Contact Name: Primeland Development, Co., LLP Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑X Transmittals to agencies and others: ❑X Notice to newspaper with publish dates: XCertifieds to property owners: File No. PP 01-005 Phone: 385-7310 February 16, 2001 Hearing Date: March 15, 2001 February 20, 2001 4� Planning and Zoning Commission Recommendation Notes: Deadline for certifieds �� ,. � e,,LQ ?r-Ct CI s�(1 - s1_(t C o-iJ � `' 4)� 1 ' 1 ! v City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ City Council Action: 9-Mar-01 and 23-Feb-01 Approve ❑Deny Hearing Date: and ❑ Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: ResWM-w ❑ Approved by Council: R genl Res I copy C t "Md* ok G°p Erg R bk ❑ Copies Disbursed: 3@rFmAC.,° Co6fiers Findings Recorded rg Project File OepAy Clerk Copy Res, p 91ft Gert Ap CwyR, (CPAs) Development Agreement: Appicent(—CPA ) Reow O,Cberxec ❑ Sent for signatures: agree MrubOook S TTx><C'Cryoom�k ❑ Signed by SHte Treaswer, Au�br, Aae®r C4 ey all parties: ft ❑ Approved by Council: GRy Eeg— ro,� Recorded: Depfiy Gkrk FkW1kV IOrtl— ElCopies Disbursed: Gig-1 Mnlpbook �"'b Propfi*ct fik aV E,,— Ordinance No. Resolution No. CRy Marro cfty �y Approved by Council: Oep.ty Ckrk " ReewE Vxatbe FNAkg. Re<w�� Agets ❑ Recorded: Deadline: 10 days alg.MLFireproot Fik Copies b'.AppNcarrt �E fig Published in newspaper: City FI+9i— CRY Ferro C1WAlb y ❑ Copies Disbursed: D." C— Notes: HUB OF TREASURE VALLEY MAYOR A Good Place to Live Robert D. Corrie LEGAL DEPARTMENT (208) 288-2499 - Fax 288-2501 CITY COUNCIL MEMBERS CITY OF MERIDIAN PUBLIC WORKS Ron Anderson 33 EAST IDAHO BUILDING DEPARTMENT Keith Bird MERIDIAN, IDAHO 83642 (208) 887-2211 - Fax 887-1297 Tammy deWeerd (208) 888-4433 - Fax (208) 887-4813 PLANNING AND ZONING Cherie McCandless City Clerk Office Fax (208) 888-4218 DEPARTMENT (208) 884-5533 - Fax 888-6854 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission., please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: March 8, 2001 Transmittal Date: February 20, 2001 Hearing Date: File No.: PP 01-005 March 15, 2001 Request: Preliminary Plat approval of 336 building lots and 58 other lots on 175.91 acres in proposed R-4 and C-G zones for Bridgetower Crossing Subdivision By: Primeland Development Co., LLC Location of Property or Project: north of Ustick and east of Ten Mile Sally Norton, P/Z Bill Nary, P/Z Jerry Centers, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Corrie, Mayor Ron Anderson, C/C Tammy deWeerd, C/C Keith Bird, C/C Cherie McCandless, C/C Water Department Sewer Department Sanitary Service Building Department Your Concise Remarks: Fire Department Police Department City Attorney City Engineer City Planner Parks Department (Residential Applications only) Gen - 26 PP/FP/PFP - 30 AZ - 27 Meridian School District Meridian Post Office (FP/PP) Ada County Highway District Community Planning Assoc. Central District Health Nampa Meridian Irrig. District Settlers Irrigation District Idaho Power Co. (FP/PP) U.S. West (FP/PP) Intermountain Gas (FP/PP) Ada County (Annexation) Idaho Transportation Department CITY OF MERIDIAN Planning & Zoning Department OILE 200 E. Carlton Avenue, Suite 201, Meridian, ID 83642��, (208) 884-5533 Phone / (208) 888-6854 Fax REQUEST FOR SUBDIVISION APPROVAL PRELIMINARY PLAT (RE: Meridian Subdivision Ordinance—12-3-1 thru 12-3-6) GENERAL INFORMATION 1. Name of annexation and subdivision: Bridgetower Crossing Subdivision 2. Address, general location of site: Section 35 & SW 1/4 26, T4N., RIW. (located north of Ustick & East of Ten Mile and North & South of Mcmillan) 3. Owner(s) of record: E.L. Bews, Chandos Hoaglun & Young, Lands, Ltd. Address:(Bews) 5204 Sorrento Circle, Boise, Idaho 83704 (Hoaglun) 2430 Ustick Road, Meridian, Idaho 83642 (884-5208) (Young) 2430 Ustick Road, Meridian, Idaho 83642 (888-5559) Telephone: (Bews) 867-1200 Fax: 375-0750 E-mail: N/A 4. Applicant: Primeland Development Co., LLP Address: I I I I S. Orchard Suite 155 Boise Idaho 83705 Telephone: 385-7310 Fax: 385-7373 E-mail: N/A 5. Engineer: Kathy Stroschein, P.I. Firm: Briggs Engineering, Inc. Address: 1800 W. Overland Road, Boise, Idaho 83705 Telephone: 344-9700 Fax: 345-2950 E-mail: admin@briggs-en ing eerie .com 6. Name and address to receive City billings- Name: Primeland Development Co., LLP Address: I I I 1 S. Orchard, Suite 155, Boise, Idaho 83705 Telephone: 385-7310 PRELIMINARY PLAT FEATURES 1. Acres: 175.91 2. Number of building lots: 336 3. Number of other lots: 58 4. Gross density per acre: 2.30 5. Net density per acre: 2.88 6. Zoning District(s): Existing: RUT & R-4 Proposed: R-4 & C-G 7. Does the plat border a potential green belt or pathway? Yes 8. Have recreational easements been provided for? Yes 9. Are there proposed recreational amenities to the City? Yes Explain Internal network of pathways which could interconnect with (future) Five Mile Creek pathway.A 6.99 ac private park which would abut Five Mile Creek and a pathway along the relocated White Drain. 10. Are there proposed dedications of common areas? No Explain For future parks? No Explain. 0805\PP App. 1 Rev. 10126100 11. What school(s) servle the area? Linder Elementary W" Do you propose any agreements for future school sites? Yes Explain The Planned Development site plan identifies a 12.7 ac elementary school parcel 12. Are there any other proposed amenities to the City? Yes Explain A residential collector with extensive landscaping. creation of a water amenity (White Drain) & an elaborate network of pathways which link the residential pods with each other and the perimeter. 13. Type of building (residential, commercial, industrial, office or combination): Residential, office and commercial. 14. Type of dwelling(s) (single family, duplexes, multiplexes, other): Single family, duplexes and (1 and 2) three-plexes. 15. Proposed development features: a. Minimum square footage of lot(s): Single Family 8000 & Town homes - 5500 b. Minimum square footage of structure(s): Single Family — 1400 & Town homes - 1200 C. Are garages provided for? Yes Square footage: 400 d. Has landscaping been provided for? Yes Describe: Perimeter landscaping_ along Ten Mile Mcmillan & Ustick. Landscaping along residential collector park & waterway e. Are sprinkler systems provided for? Yes £ Are there multiple units? Yes Type: Town homes (Duplex & limited tri-plex) Remarks: g. Are there special set back requirements? Yes Explain: (SFD) — Front = 20' (front entry_garage) OR 15' (non -front entrygarage), Rear = 15', Int. Side = 5' single story & 7' two-story streetside = 20' (TOWN HOMES) — Front = 20'. Rear = 15', Int. Side = 5' and streetside = 20' (OFFICE) — Standard L-O Setbacks; (CO — Standard C-N Setbacks h. Value range of property: N/A L Type of financing for development: Conventional j. Were protective covenants submitted? Yes Date: 1/12/01 16. Does the proposal land lock other property? No Does it create Enclaves? No STATEMENTS OF COMPLIANCE 1. Streets, curbs, gutters and sidewalks are to be constructed to standards as required by Ada County Highway District and Meridian Ordinance. Dimensions will be determined by the City Engineer. All sidewalks will be five (5) feet in width. 2. Proposed use is in conformance with the City of Meridian Comprehensive Plan. 3. Development will connect to City services. 4. Development will comply with City Ordinances. 5. Preliminary Plat includes all appropriate easements. 6. Street names do not conflict with City grid system. 7. All items noted on the preliminary plat checklist have been completed. I have read the information contained herein and certify the information is true and correct and that this plat is in compliance with the above statements. 0 & 1 I Signature of Applicant Rev. 10126100 �l G BP I GGB E14G I hdEER P4G, i hC . y 0BB-315_95a p . 01 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ALA j tt i�7Yl �i (address, -- - oe;nq first duly sworn upon (city, (state)-- oath, depose and say ±. That I am the record owner and/or representative of the property described on the attached, and I grant my permission to to sign and submit the accompanying application pertaining to that property 2. I agree to indemnify, defend and hold the vity of Meridian and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Gated this day of 2001 (Signature) SUBSCRIBED to before me the day and year first above written. IB '�� 10 ARC o 0o`40. 000,0000 0. ,oO'TAf�+-+ C AI Retic f'{FH L�� C OF 1D 44:�4i ubllc f0 ho at nission Expires: STATEMENT OF COMPLIANCE BRIDGETOWER CROSSING SUBDIVISION 1. The proposed streets will be constructed to Ada County Highway District and City of Meridian standards. (Construction Standards: 36 ft. street section and 5 ft. sidewalks.) The proposed residential collector will be improved with a 36 foot street section and 5 foot off -set sidewalks. 2. The proposed development is in conformance with the City's Comprehensive Plan. This area is designated as Single Family Residential, Commercial and Mixed Planned Use Development on the Comprehensive Plan Map. 3. The development will connect to City water and sewer facilities. The subdivision will connect to the White Drain Trunk in Ten Mile Road. Water is available in Ten Mile Road an is currently being extended north from Ten Mile Mini Storage facility to the subject site. A small portion of the property along the end will sewer into the Five Mile Creek trunk. This issue has been discussed with Public Works staff. 4. The preliminary plat submitted complies with most provisions of the Ordinance. The applicant has submitted a planned development application (conditional use) which allows for deviations in frontage, setbacks, uses, block length, lot sizes and home square footage. 5. All applicable easements have been shown on the preliminary plat. 6. DEVELOPMENT FEATURES: The preliminary plat consists of 175.91 acres, which is a portion of a larger property holding. The entire property is made up of approx. nine parcels purchased and optioned from different owners. All property shown within the preliminary plat is owned by E.L. Bews with the exception of the two existing home lots (lots 43 & 44, block 1). 2. The acreage configuration between uses is as follows: a. Single family: 125.59 acres b. Town homes: 12.48 acres c. Office: 14.33 acres d. Commercial: 23.51 Page 1 STATEMENT OF COMPLIANCE BRIDGETOWER CROSSING SUBDIVISION 3. The total number of buildable lots proposed is 336. The number of buildable lots by category is as follows: a. Single family: 259 b. Town home: 59 c. Office: 8 d. Commercial: 10 4. The proposed residential densities are as follows: a. Gross density: 2.30 du/ac b. Net density: 2.88 du/ac 5. The proposed plat includes (58) common lots. The common lots consist of 33.19 acres of the following items: a. (6) pedestrian paths (item "e" includes the area for pathways) b. (1) recreation center (club house & pool) = 1.02 ac c. (1) private park = 6.99 ac d. (13) landscape buffers adjacent to arterials & commercial/office uses = 2.44 ac e. (37) medians, landscape areas, waterways, drainage areas and misc. paths = 37 ac 6. The existing zoning on the subject site is RUT and R-4. 7. The proposed zoning is R-4 and C-G. 8. The minimum lot for the different uses are as follows: a. single family: 8,000 SF b. town homes: 5,500 SF c. office: 7,000 SF d. commercial: 20,000 SF Page 2 STATEMENT OF COMPLIANCE BRIDGETOWER CROSSING SUBDIVISION 9. Minimum house sizes are as follows: a. single family: 1,400 SF b. town homes: 1,200 SF 10. Setbacks for each use are as follows: a. Single Family: front - 20' (front entry garage) or 15' (non -front entry garage); rear - 15 % int. side - 5' (single story) or 7' (two story); street side - 20' b. Town Homes: front - 20% rear - 15' ; int. side - 5' for one side and zero lot line for other side; street side - 20' c. Office: standard L-O setbacks d. Commercial: standard C-N setbacks 11. A traffic study by Washington Group has been provided for the City's review. The study indicates that capacity exists on the roadway network. As the overall project progresses, some improvements such as center turn lanes and participation in signalization of key intersections will be required. The traffic study will be submitted to Ada County Highway District for their review and comment. Page 3 EXHIBIT "A" PARCEL I: A parcel of land lying in the Northeast Quarter of the Southwest Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northeast corner of the Southwest Quarter (center 1/4 corner) of Section 35, Township 4 North, Range 1 West, Boise Meridian, the REAL POINT OF BEGINNING of this description; thence South 00010149/1 East 660.00 feet (formerly South 40 rods), along the east line of the Southwest Quarter to a point; thence North 89048137" West 330.00 feet (formerly West 20 rods), parallel with the North line of the Southwest Quarter to a point; thence North 00010149" West 660.00 feet (formerly North 40 rods) , parallel with the East line of the Southwest Quarter to a point on the North line of the Southwest Quarter; thence South 89048137" East 330.00 feet (formerly East 20 rods), along the North line of the Southwest Quarter to the REAL POINT OF BEGINNING of this description. PARCEL III: A parcel of land lying in the East half of the Northwest Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Southeast corner of the Northwest Quarter (center 1/4 corner) of Section 35, Township 4 North, Range 1 West, Boise Meridian, the REAL POINT OF BEGINNING of this description; thence North 89048137/1 West 1311.39 feet (formerly North 89054' East 1308.5 feet), to the Southwest corner of the East half of the Northwest Quarter (center -west 1/2 corner); thence North 00002121" East 1573.58 feet (formerly North 00005' West 1575.8 feet), along the West line of the East half of the Northwest Quarter to a point; thence South 73053139" East 356.04 feet (formerly South 74001' East 356 feet) to a point; thence South 43010139/1 East (formerly South 43018' East) 434.00 feet to a point; thence South 75012139" East 691.06 feet (formerly South 75020' East 689.6 feet), to a point along the East line of the Northwest Quarter; thence South 00010149" East'986.27 feet (formerly South 00013' East 989.6 feet) along the East line of the Northwest Quarter to the REAL POINT OF BEGINNING of this description. EXHIBIT "A" A parcel of land being a portion of the Southwest Quarter of the Southwest Quarter of the Southeast Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Beginning at a brass cap marking the Southwest corner of the said Southwest Quarter of the Southwest o uarbe ofing the the REAL southeast Quarter of Section 35, also said p nt OINT thence � OF BEGINNING; the Westerly boundary of the North 0026'49" East 488.00 feet along said Southwest Quarter of the Southwest Quarter of the Southeast Quarter of Section 35 to an irolongan in; thence Pine Northerly of and South 89°14'41" East 600.00 feet boundar of the said Southwest parallel with the Southerly Y Quarter of the Southwest Quarter of the Southeast Quarter of Section 35 to an iron pin; thence of and South 0026'4911 West 488along sa d Westerlyboundary ofEasterly thwest the Sou parallel with the Quarter of Quarter of the southwest oin uar Q on the ter osaid esoutherlytboundary of Section 35 to an P the Southwest Quarter the southwest thence est Quarter of the Southeast Quarter of Section °14'41" West 600.00 feet along the said Southerly boundary North 89 of the Southwest Quarter of th Section 35, whichtis also the tcenterline Southeast Quarter t of Ustick Road, he POINT OF BEGINNING. EXCEPTING THEREFROM: A strip of land in the South half of the Southeast Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, and in the North Half of the Northeast Quarter of Section 2, Township ur oses North, Range 1 West, Boise Meridian, f r ri h more of way p rposes aho along Five Mile Drain, Boise Project, arly described as follows: the North and South quarter section line Beginning at a point on 103.3 feet, he South Quarter corner of Sin n 35, North 00026' West of t Township 4 North, Range 1 West, Boise Meridian; North 00026' West 152.0 feet along the North and South Quarter section line, South 63006' East 423.7 feet; thence South 89052' East 1,109.0 feet; thence South 00037' East 90.0 feet; thence North 89052' West 1,231.5 feet; thence North 63006' West 286.00 feet to a POINT OF BEGINNING. ALSO EXCEPTING THEREFROM any portion of said property lying within USTICK ROAD EXHIBIT "A" A tract of land in the Northwest Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more fully described as follows: Beginning at the North quarter corner of Section 35, Township 4 North, Range 1 West, Boise Meridian, which point is the REAL POINT OF BEGINNING; thence running North 89045110" West along the North boundary of the above said Section 35 a distance of 988.11 feet to a point; thence running South 02000100"West a distance of 448.57 feet to a pointy thence running South 88000100" East a distance of 133.08 feet to a point; thence running South 02000100" West a distance of 755.42 feet to a point in a drain ditch; thence running along the drain ditch, South 42036125" East a distance of 349.48 feet to a point; and thence running South 75020100" East a distance of 689.60 feet to a point; thence leaving the drain ditch running North 00013.52" West a distance of 1635.48 feet to the REAL POINT OF BEGINNING. LESS AND EXCEPTING any portion lying within McMILLAN ROAD. EXHIBIT "A" A tract of land situated in the Southeast Quarter of the Southwest Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, described as follows: Beginning at the South quarter corner of Section 35, the REAL POINT OF BEGINNING; thence South 89049/40/0 West along the South line of said Section 35 a distance of 688.00 feet; thence North 5008/40/1 East a distance of 464.21 feet; thence South 63035/40/1 East a distance of 720.45 feet to a point on the center quarter line; thence South 0026/00/1 East a distance of 143.87 feet to the REAL POINT OF BEGINNING. LESS AND EXCEPTING the East 18 feet thereof. ALSO LESS AND EXCEPTING therefrom a narrow strip of land 30 feet wide along the North boundary of said above described parcel of land. ALSO LESS AND EXCEPTING therefrom a portion deeded to UNITED STATES OF AMERICA by Warranty Deed, recorded in Book 120 of Deeds at Page 49, records of Ada County, Idaho. _A" RAC 2 - TO THE NOR.-��EST CORNER THENCE NORTH 0 DEGREE 33'35" EAST 1,307.93 FEET LINE OF SAID CAST EAST HALF; THENCE SOUTH 89 DEGREES 10'54- EAST 325.74 FEET ALONG THE NORTH L HALF TO A POINT; THENCE SOUTH 0 DEGAEES 26'55" WEST 660.00 FEET TO A POINT; 4" EAST 330.00 FEET TO A POINT' ON THE EAST LIN�N F SAID THENCE SOUTH 89 DEGREES 10'5 T HALF EASY HALF; THENCE SOUTH 0 DEGREE 26'55" WEST 413.3E FEET ALONG THE EAST LINE OF SAID TO A POINT; THENCE SOUTH O FEET To A FOINT; A POINT; THENCE THENCE SOUTH 89 DEGREES 13'05' EAST 182.96 FEET TO A POINT ON THE EAST LINE F F SAID EAST HALF; THENCE SOUTH 0 DEGREES WEST 4.98 ALONG SAID LINE TO TH! REAL POINT BEGINNING OF THIS DESCRIPTION. 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The above description includes a portion of McMillan Road public right-of-way. LAND Michael E. Marks, PLS 4998 Iff 7 Q V U I lam- 0805/0805. subd. des. doc a MCMIUM ROAD q ims, �lwl WA BRIDGETOWER CROSSING SUBDIVISION PARCELS OF LAND LOCATED IN SECTION 35. TOWNSHIP l NORTH, RANGE 1 WEST, B.M, ADA COUNTY, IDAHO i.�Ri ■'u ►�� I FIN r I n tl - aA �`•� L 9 _ _ sesawr imx _ Y " � y w 'ram �% x 9• o A n a } •S nr $ �y � rc { � a " { a z{ Y -J I —41 - P rwaw—�— �� 1 A 9 o rti 0o a Q C v 4g 5 IT Aw_ Sift a �{� ��� ccccccccp C fg� ■■ ss yy I I pig � PRELIMINARY -T BRIDGETOIIER CROSSING -I"" EMMWNNGk w v SUBDIVISION j r A.g 55 Ce p nLy& w N I -too' n �.. °:rt�:+::: • w`.w..:� `�Y +g�q n eE Will aa d 6 AEf g4� —a4? aosa gLs'stl e a� '�❑II '�I1T�l0'�"Q �}�I I ii I I � ��IIIH fill �r �E d g5 fj a pip a c_. W—.--I— a - eg sg tz q FaxOC °> S IS a OS� ��� cccccccc� �e5s L = = R 4 y y � \ S t - � e otr —' S S? 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S 4 f r} 611 i f F L` 'A j PRCtJMINARY PUT r BMGETOWER CROSSING �` F d SUBDIVISION aeleae I, for F 9 Ica u BRIDGETOWER CROSSING SUBDIVISION (PLAT) PROPERTY OWNERS WITHIN 300' JANICEK BRADLEY J SETTLERS IRRIGATION DIST JANICEK LOUANN PO BOX 7571 5606 N TEN MILE RD BOISE ID 83707-1571 MERIDIAN ID 83642-5106 N TEN MILE RD JOHNSON C FRANK & JEAN E TRST JOHNSON C F & J E CO -TRUSTEES JOHNSON MICHAEL L & 4010 W USTICK RD JOHNSON LISA MERIDIAN ID 83642-5483 5745 N TEN MILE RD W USTICK RD MERIDIAN ID 83642-5107 WOODBURY LEE B & BEWS E L WOODBURY JILL BEWS SHIRLEY G 4365 N TEN MILE RD 5204 N SORRENTO CIR MERIDIAN ID 83642-5401 BOISE ID 83704-2347 N BLACK CAT RD RASMUSSEN BRENT 3450 W MCMILLAN RD 4315 N TEN MILE RD W MCMILLAN RD MERIDIAN ID 83642-5401 5160 N TEN MILE RD 4375 N TEN MILE RD 4785 N TEN MILE RD N TEN MILE RD RUDD ELIZABETH A 4755 N LINDER RD 4255 N TEN MILE RD E MCMILLAN RD MERIDIAN ID 83642-0000 2280 W USTICK RD 2510 W USTICK RD RISNER GARY RAY 4115 N TEN MILE RD PATEL NL MD INC PROFIT SHARING PLAN MERIDIAN ID 83642-0000 RAY SANJAY MD INC MONEY PURCHASE & TRUST KING -WINE JERRI A 3020 STONEGATE DR 4065 N TEN MILE RD ALAMO CA 94507-1760 MERIDIAN ID 83642-5475 5975 N LINDER RD HART DONALD G & GOLDSMITH MARTY HART DORIS M 4550 W STATE ST 4015 N TEN MILE RD BOISE ID 83703-0000 MERIDIAN ID 83642-5475 N TEN MILE RD 5606 N TEN MILE RD ANDERSON THOMAS S & ANDERSON LORETTA L GIBSON DANIEL G JR 2795 W MCMILLAN RD GIBSON CAROLYN A MERIDIAN ID 83642-5156 19500 HIGHWAY 2026 CALDWELL ID 83605-8770 RUPP DALE L W MCMILLAN RD RUPP DOROTHY 2780 W MCMILLAN RD HC 11 BOX 9B KAMIAH ID 83536-9401 FULFER KELLY G & W MCMILLAN RD FULFER BRENDA M 2350 W MCMILLAN RD MERIDIAN ID 83642-5148 1 RUPP GARY BRENT RUPP TYNAGH 2695 W MCMILLAN MERIDIAN ID 83642-0000 W MCMILLAN RD 2695 W MCMILLAN RD KELSO DONALD H & KELSO BONNIE M 2745 MCMILLAN MERIDIAN ID 83642-0000 YOUNG LANDS LTD 2420 W USTICK RD MERIDIAN ID 83642-5428 W USTICK RD BRINEGAR E E BRINEGAR VIRGINIA K 5190 N LOCUST GROVE RD MERIDIAN ID 83642-0000 4345 N LINDER RD HUSKEY ARD RALPH 3630 N MILE RD IDIAN ID 83642-5408 HOWELL-MURDOCH DEVELOPMENT CORPORATION 1087 W RIVER ST STE 250 BOISE ID 83705-0000 N LINDER RD HOAGLUN BRAD & CHANDOS 2420 W USTICK RD MERIDIAN ID 83642-5428 USA 1150 N CURTIS RD BOISE ID 83706-1234 W USTICK RD STUBBLEFIELD CONSTRUCTION CO INC PO BOX 327 MERIDIAN ID 83680-0327 N LINDER RD 1938 W PEBBLESTONE ST 1910 W PEBBLESTONE ST 1884 W PEBBLESTONE ST HUSKEY LEONARD RALPH 3630 N TEN MILE RD MERIDIAN ID 83642-5408 GLENN JOHNSON HOMES INC 2424 S MAPLE GROVE RD BOISE ID 83709-0000 3340 N TEN MILE RD SCHAFER JOHN D & TAMARA L 2788 W USTICK RD MERIDIAN ID 83642-5428 MARCUS CRAIG MARCUS BARRY 737 N 07TH ST BOISE ID 83702-0000 W USTICK RD WATSON WARREN A SR 1680 W USTICK RD MERIDIAN ID 83642-5481 ASCHENBRENNER JAMES J 2515 W USTICK RD MERIDIAN ID 83642-5482 TUMBLE CREEK HOME OWNERS ASSOC 641 W FRANKLIN RD MERIDIAN ID 83642-0000 W USTICK RD N MARBURG AVE N GLENNFIELD WAY WESTROCK HOMES INC 4643 E BOWMONT ST MERIDIAN ID 83642-0000 W USTICK RD GRITZMACHER THOMAS J & GRITZMACHER PEGGY L 2344 W PEBBLESTONE ST MERIDIAN ID 83642-0000 DUE ROGELIO 2320 W PEBBLESTONE ST MERIDIAN ID 83642-0000 MITCHELL EILEEN M 2298 W PEBBLESTONE ST MERIDIAN ID 83642-0000 COLLINS JENNIFER 2260 W PEBBLESTONE ST MERIDIAN ID 83642-0000 PUGMIRE NATHAN D UNKNOWN ADDRESS ID 00000-0000 2234 W PEBBLESTONE ST `.J u BARNHART RYAN J BARNHART SARAH M 2212 PEBBLESTONE MERIDIAN ID 83642-0000 MOORHOUSE AARON & MOORHOUSE CRYSTAL 2180 W PEBBLESTONE ST MERIDIAN ID 83642-0000 CASH RONALD L 2156 W PEBBLESTONE ST MERIDIAN ID 83642-1399 WALTERS J SCOTT & WALTERS NOELLE K 2128 W PEBBLESTONE ST MERIDIAN ID 83642-0000 CHANDLER AARON J & CHANDLER SARA E 2110 W PEBBLESTONE ST MERIDIAN ID 83642-0000 LEHMAN ROBERT J & LEHMAN JANA L 2066 PEBBLESTONE ST MERIDIAN ID 83642-0000 LLOYD GEORGE E 2042 W PEBBLESTONE ST MERIDIAN ID 83642-0000 MACHADO DAVID A AND EARL ANGELA K 2020 W PEBBLESTONE ST MERIDIAN ID 83642-0000 HOWARD FRANK R & HOWARD MARCIA R 2000 W PEBBLESTONE ST MERIDIAN ID 83642-0000 BADE DANNY P BADE MELVA J 1988 W PEBBLESTONE ST MERIDIAN ID 83642-0000 YAGER BARRY L 1964 W PEBBLESTONE MERIDIAN ID 83642-0000 Becky 60wcu++ IIZd3 w. �ii CKz r y Dale gaiSP, ID 93713 Jan 09 01 01:40p JAN-09-2001 08:03 BRIGGS ENGINEERING, INC. .12083452950 P.04 t CDC O 1OW "`•� • ••• p.3 I 2ITF FIVE MILE CRE ' `<�/• / I' � EK ZONE B UNDARY MERIDIAN C)TY . W USTICK ROAD ' 'S Q_ 1 I.•�s-...��_ ..__ _ �� -• ��� �� _ - -64MIT$oU}V9A�RY �'�"'� • CA"Oty $ DNS N EpaD SV ,r ' , I BRIGGS ENGINEERING, INC. BRIDGTOWER SUBD. PHASE 2 REVISION 0 BRIGGS LOCATED IN SECTION 35 AND THE SW 1/4 OF SECTION 26, T.4N., R.1W., B.M., ADA COUNTY, IDAHO snEr.� t OF1 1206J 0700 1600 W, OVERLAND ROAD OEstGN ORAGT SCAM DATE DWG. NO. BOISE. IDAHO tl705 B,cB t t000' OIlmol 0605 tG6D5.APA TOTAL P.04 FFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ss COUNTY OF ADA I am CX6, n, lit6k(bik7J (city) (state) u-el 9 C1K- ,d p Address being first duly sworn upon oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to DF✓E 4-6e"f A( T CO. , 4.1, P r n ame�$) ( address) to submit the accompanying application pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian -and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of SUBSCRIBED AND SWORN tobefore me the day and year first above written. OTA .- • R k °do � � Q - � a x� "tp�y r74 OF N tary Public r Idaho esiding at My Commission Expires: Te�f 5 -AFFIDAVIT OF LEGAL INTEREST - STATE OF IDAHO ) ss COUNTY OF ADA ) Name (city) 6A) U-J-"TrcK. A Address -4D-44D a 3�t Y �- , being first duly sworn upon (state) oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to (name) (address) 01�t f?v- 155, 1 I FY?os to submit the accompanying application pertaining to that property. J 2. 1 agree to indemnify, defend and hold the City of Meridian and it's employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this —4? day of �,g rj (S ature) SUBSCRIBED AND SWORN to beVe me the day and year first above written. - 4% G�o��OE SAS°°yv�l%wlri s '°u3 LlG 99'i Um Q ,e0 r��tP-""32elCc.n a0.x Not�Fy Public f Idaha Residing at My Commission Expires: Z� 5 Thence S 03°59'23" E 248.09 feet to a point; Thence S 15000'00,, W 194.92 feet to a point; Thence S 11 051'19" W 109.37 feet to a point; Thence S 15000'00,, W 50.00 feet to a point; Thence S 11013'55" W 172.61 feet to a point; Thence S 89013'05" E 276.33 feet to a point; Thence S 39022'16" E 282.38 feet to a point; Thence S 00°26'55" W 57.12 feet to a point; Thence S 50024'38" E 845.19 feet to a point; Thence S 75005'55" E 501.97 feet to a point; Thence S 89033'05" E 69.15 feet to a point; Thence S 00026'55" W 576.38 feet to a point; Thence N 89014'22" W 1113.23 feet to a point on the north right-of-way of the Five Mile Creek; Thence N 62008'33" W 418.77 feet along said north right-of-way to the REAL POINT OF BEGINNING of this description, said parcel comprising 175.91 acres, more or less. The above description includes a portion of McMillan Road public right-of-way. Michael E. Marks, PLS 4998 080510805. subd. des. doc OCT-30-2030 12:12 'NYDER & ASSOCIA'ES, P.A. P.a2/13 DECLARATION OF COVENANTS, CONDITIONS, AND RESTMCTIONS FOR BRIDGETOWER UNIT I SUB MSION THIS DECLARATION is made on the last date herein below set forth, by Primeland Development Company, IL.L P., an Idaho Limited Liability Partnership, hereinafter referred to as "Declarant." WHEREAS, Declarant is the owner of certain real property in the County of Ada, State of Idaho, hereinafter referred to as the "property," more particularly described as follows: [LEGAL To BE INSERTED] NOW, THERT20RE, Declarant hereby declares that all of said property is and shall be held and conveyed upon and subject to the easements, conditions, covenants, restrictions, and reservations hereinafter set forth. Said easements, covenants, restrictions, conditions, and reservations shall constitute covenants to run with the land and shall be binding upon all persons claiming under them, and shall inure to the benefit of and be limitations upon all future Owners of said property or any interest therein. ARTICLE ONE Definitions 1.1 "Association" shall mean and refer to Bridgetower Owners Association, L.L.C., an Idaho Limited Liability Company, its successors and assigns. 1.2 "Declarant" shall mean and refer to Primeland Development, L.L.P., an Idaho Limited Liability Partnership, its successors and assigns. "Declaration" shall mean and refer to this entire Declaration of Covenants, Conditions, and Restrictions for Bridgetower Unit I Subdivision. 1.3 "Lot" or "Iot" shall mean and refer to any plot of land shown upon any recorded subdivision plat of the property. A "comer lot" is one that is bounded by street to the front of the lot and by another street to the side of the same lot. 1.4 "Common Area." shall ,Mean and refer to those lots and systems (including improvements thereon) owned or to be owned and maintained by the Association for the common use, enjoyment, or benefit of all Owners. The specific common area lots and systems are more particularly described in Article Eight to this Declaration. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT I SUBDIVISION— Rage 1 OCT-30-2020 12 :13 JYXR & ASSOC I A'ES , P.A. P . 03 = 10 1.5 "Member" shall mean and refer to every person or entity who holds membership in the Association. There are "Class A Members" and "Class B Members" as more particularly identified in Article Four. Declarant is the only "Class B Member." 1.6 "Mortgage" shall mean and refer to any mortgage or deed of trust, and "mortgagee" shall mean and refer to the mortgagee under a mortgage or the beneficiary tinder a deed of trust, and "mortgagor" shall mean and refer to the mortgagor of a mortgage or the grantor of a deed of oust 1.7 "Owner" shall mean and refer to the record owner, whether one or more persons or entities, of fee simple title to any lot which is a part of the property, including contract buyers, but excluding those holding a mortgage or those persons otherwise claiming an interest in a lot as security for the performance of an obligation. A "homeowner" shall mean and refer to an Owner who has developed a residence on a lot and is using that residence as his and/or her primary residence. 1.8 `Plat" shall mean the recorded plat of Bridgetower Unit I Subdivision, official records of Ada County, Idaho. 1.9 "Setback" shall mean and refer to the minimum distance between the lawful location of a residence on a lot from a given street or road or from a lot line as provided by the plat of Bridgetower Unit I Subdivision or otherwise provided for by lave or by this Declaration. 1.10 "Architectural Control Committee" (also referred to as "ACC") shall mean a designated association of not less than one and not more than three individuals to be appointed initially by the Declarant and thereafter by the Association, whose function shall be to review and approve or disapprove each application for the construction of a residence on a lot and to take those other actions authorized by this Declaration. The ACC may be incorporated or formed as an Idaho limited liability company. 1.1I "Irrigation District" shall mean an irrigation district duly organized under Idaho law who shall supply irrigation water appurtenant to the Subdivision, which shall then be delivered by a Service Provider and apportioned to each lot Owner through a pressurized water system, in a manner set forth in Article Six L 12 "Service Provider" shall mean either the Irrigation District or another entity formed by the Declarant or that has contracted with the Declarant or the ,Association DECIAMTION OF COVENANTS, CONDMONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT i SUBDIVISION — Pagel OCT--70-202te 12:17 7NYJER & ASSOCIATES) P.A. P . 34,' 1? to own and/or operate, maintain, and repair the pressurized irrigation system and make corresponding assessments, all according to Article Six. 1.13 "Subdivision" shall mean Bridgetower Unit 1 Subdivision, and shall also include any other future Bridgetower subdivision that shall be included by the act of Declarant declaring this Declaration applicable to a future Bridgetower subdivision by means of a Supplemental Declaration as provided for in Article Nine. 1.14 "Highway District" shall mean Ada County Highway District, or "ACHD," who shall operate and maintain storm drainage facilities located in public rights of way subject to those limitations set out in Article Eight. ARnCLE nIVO General Development and Use Restrictions 2.1 Land use. Each lot in this Subdivision, other than a Common Area Lot, shall be used solely for residential purposes and shall not be used for the conduct of trade, business, or professional activities, except as may be permitted as follows: a- Thosc business activities which may be conducted through a "home office" or telephone sales services or the like, which have no visual business appearance, can be conducted as long as such business activities are not otherwise prohibited by the laws of the City of Meridian or ,Ada County in the residential zone affecting the respective lot; and b. The Declarant is authorized to construct a building which may be used as a Subdivision sales office or temporary office quarters for business activities pertaining to the development of the Subdivision and/or to aid the sales of lots; and c. The construction trades shah be permitted to construct or use temporary facilities used solely for the purpose of aiding in the construction of a residence on a lot which use will be elirrUnated after the construction is complete. 2.2 Residence Const.:uction. Each Owner, including any contractor, builder, or agent for an Owner, intending to construct a residence or improve an existing residence on any lot shall do so only if the following conditions have been met. a• An Owner, or the contractor, builder or agent acting on behalf of the Owner, has first submitted an application for construction authority to the Architectural Control Committee ("ACC"), together with the required application DLCC.AMTION OF COVINANTS, CONDITIONS, AND RESTRICT IONS FOR BiiYDOET OWER UNIT 1 SUBDMSION — Page 3 OCT-30-2000 12:1-� NYDEP, & ASSOCIAWES, P.A. P.35/13 fee, and has thereafter received written approval from the ACC, according to the provisions of Article Seven of this Declaration. b. Each residence constructed on a lot shall be a "single-family" dwelling as defined by building codes applicable to the City of Meridian and shall have a garage with at least two (2) bays suitable for vehicle storage. C. A residence shall only be constructed if the Owner, including any contractor, builder, or agent acting on behalf of the Owner, has obtained a building permit from the City of Meridian and any other governmental agency with jurisdiction over residential construction on a lot, in addition to ACC approval. d. All residential construction, including outbuildings and all other residential accommodations, shall strictly follow all of the covenants, conditions, and restrictions in this Declaration, including all requirements established by the ACC as a part of its written approval. 2.3 Setbacks and Utility Corridors. Each dwelling shall be constructed within the minimum setback regulations as established by the City of Meridian and those that are described on the plat. An Owner shall not place any permanent obstruction in a utility corridor identified on the plat. 2A Landscaping. The following provisions shall govern the landscaping of all lots in Subdivision: a. The Owner at his sole and separate cost shall cause the lot to be landscaped in a style complimentary to the style, size, and value of the residence which landscaping shall Include, as a minimum, providing for lawn areas in front, side, and back yards either by sod or grass seed planting. All lawn areas and trees and shrubs in the front and side yards shall be "living" materials. b, All landscaping, including connections to the pressurized irrigation system, shallbe fully installed and completed within one hundred eighty (180) days after completion of the residence on the lot. Completion of the residence shall mean a state of completion suffldent to obtain an occupancy permit- C. In the event an Owner shall fail to provide minimum landscaping, the Declarant and/or the Association may cause the minimum landscaping to be completed at the Owner's cost, and may file a lien against the lot for the cost of providing the minimum required landscaping. In the event that the Owner fails to pay that advanced cost within thirty (30) days of written demand upon the Owner, DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOW ER. UNIT 1 SUBDIVISION — Page 4 OCT-30-2000 12:15 7NYJEP & ASSOCIA-ES, P.A. P. 361,_13 the Declarant or Association may sue to collect the cost or foreclose the claim of lien in the same manner as a materialman's lien under Idaho law and shall receive an award of reasonable attorney fees in addition to the cost. 2.5 Fences. Declarant may elect, at its sole and separate discretion, to erect a perimeter fence around all or parts of the property's perimeter boundaries, or around all or parts of a common area lot or system, If Declarant so elects, the design, style, and materials used to construct such a fence or fences shall be chosen by Declarant at its sole and separate discretion. If any such fences are constructed by the Declarant, the future maintenance or repair of those fences shall be the duty of the ,Association. An owner may elect at his sole and separate cost to construct a lot fence, but only if the following conditions are met: a. A fence may be constructed on a lot (other than a corner lot) but the fence shall not extend into the front yard nor beyond a line running parallel to the front of the main residence (excluding porches and/or architectural detailings); and b. A fence may be constructed on a corner lot but the fence on the side bounded by the street may not be closer than twenty feet (20') to the street right of way on the side parallel to the street side; and C. If the lot is an exterior lot (a lot where the bark or side yard abuts the subdivision perimeter fence, if one exists), then the owner must use the perimeter fence as the owner's fence; and d. Every fence shall be constructed with materials and in a mariner described in 'fence guidelines" as will be provided by the ACC. 2.6 Nuisances. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be or become an annoyance or nuisance to the other lot Owners. 2.7 Signs. No sign of any kind shall be displayed to the public view on any lot except one temporary sign of not more than five (5) square feet advertising the Property for sale or rent, or signs used by a builder or the Declarant to advertise the property during a construction and sales period. The names of resident Owners may be displayed on a name and address plaque attached to the residence. 2.8 Garbage and Refuse Disposal. No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage, or other waste shall not be kept except DBCLARA'nON OF COVEN N15, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT 1 SUBD1 VISION - Page 5 OCT-30-2000 12:15 NYrJER & ASSOCIATES, P.A. P. 07� 1j in sanitary containers. All facility for the storage or disposal of suL:h material shall be kept in a cleats and sanitary condition. 2.9 Permitted Use of Vehicles and Recreational Equipment. An Owncr shall not park any business or commercial vehicle greater in size than three-quarters (3/4) of a ton unless the same is fully garaged. An Owner shall not park a vehicle on any lot or adjacent street which is not operable or which is non -working or unsightly. An Owner shall not park a vehicle with a "for sale' sign on any lot or adjacent street. An Owner may store or park recreational equipment, such as boats, snowmobiles, trailers, motorcycles, and the like, in a rear yard if and only if the rear yard is fenced and the recreational equipment when parked cannot be visually observed above the height of the fence by a person standing at street level 2.10 Motor HomewRecreational Vehicles. Except for the or unloading, an Owner shall not park or store motor homes purpose o on al of or adjacent street unless the same is fully garaged,. A visitor of any owner shall be permitted to park a motor home at the Owner's lot or dwelling for a period not to exceed six (6) consecutive days. 2.11 Hazardous .Activities. No activity shall be conducted on or in any residence, lot, or common area which is or might be unsafe or hazardous to any person or property. Without limiting the generality of the foregoing, no firearm shall be discharged upon said property, and no open fire shall be lighted or permitted on any Propefty excrpt in a self-contained barbecue unit while attended and in use for cooking purposes, or within a safe and operational interior fireplace. 2.12 Lights and Sound, Generally. No Owner shall install Bghts which omit an offensive glare, however, an Owner may install a yard or security light which can be continuously operated by the Owner from one hour after dusk to one hour before dawn. No sound shall be emitted from any lot which is unreasonably loud or annoying, and no odors shall be emitted on any lot which are noxious or offensive to others. 2.13 Animals. No animals, livestock, or poultry of any kind shall be kept on any lot, except that dogs, cats, or other household maykcet bred, or that 'ley are not kept, bred, or maintained for any commercial . p provided that the keeper of such pets complies with all laws, Pose and provided of Meridian and Ada County. All dogs, cats, or households,ets shall be ons of the City and cared for. Dogs and cats shall not be allowed to run at large, and no doge1 properly fed or other household pet may be kept which unreasonably bothers or constitutes a nuisance to other owners of lots. An Owner may construct a dog run on his lot J)E""RATION OF cOVBNAWS, COrmrrioxs, Arne RESTRICTIONS FOR BRIDGET'OWER UNIT I SUBDIVISION -Page 6 OCT-30-2000 12:16 _NY:ER I ASSOCIWEO, P.A. P.ae,•12 provided that the dog run is not more than six feet (6') in width, not more than ten feet (10') in length, and not more than six feet (6') in height and is not placed closer than ten feet (10') from side or rear lot lines of an interior lot and twenty feet (20) from a side lot line or an exterior lot and is no closer to the front of a front lot fine than a point where the Owner could construct a fence under paragraph 2.5a above. 2.14 Reconstruction. In any case where it is necessary to reconstruct a residence or make any improvement to a residence on a lot, that reconstruction or improvement shall be prosecuted diligently, continuously, and without delay from time of commencement thereof until such structure is fzilly completed, unless prevented by cause beyond control and only for such time as such cause continues. If there is still an operating ACC, the plans to reconstruct or to make an additional improvement shall be submitted to the ACC for written approval before the reconstruction improvement is commenced. If there is no operating ACC then in existence, the Owner shall submit all reconstruction/improvement plans to the City of Meridian and obtain a building penrat before the reconstructionlimprovement is commend. ARTICLE 'THREE Utilities and Utility Easements 3.1 Utility Services. All lots shall be served with underground utility lines for power, gas, water, sewer, and telephone services; which utilities shall be installed in the streets or in the platted casement rights -of -way. The costs of bringing these services to the Owner' s lot are the sole and separate cost of the Declarant and Declarant is entitled to recover any and all connection fees or escrowed funds advanced by Declarant to any respective utility provider, if any, to bring these services to the lots of the subdivision. An Owner, or the Owner's builder constructing an Owner's residence, shall be liable for any additional costs for final hookups charged by a utility company as a condition precedent to final connection as well as any other utility service not supplied by Declarant. 3.2 Platted Easements. Declarant reserves a right-of-way or casements as shown and noted on the plat of the subdivision for the purpose of constructing water mains, electric distribution lines, sewer lines, gas pipelines, pressurized irrigation lines, and such other public utilities as may be necessary, convenient, and desirable for the Owners of lots within the subdivision DECLARATION OF COVEENAIN TS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWE. UNIT 1 SUBDIVISION - Page 7 GC7-30-2000 12!17 2'1YDER 33, A S-=GCIA7ES, P.A. P,39/13 ARTICLE FOUR Homeowners Association 4.1 Organization of Association. Declarant intends to organize an entity to be known as Bridgetower Owners Association, L.L.C., an Idaho Limited Liability Company, the 'Assodation," and shall file Articles of Organization and adopt an Operating Agreement which is to be incorporated into and made a part of this Declaration by reference. The Association's duties and powers shall be more particularly described in the Operating Agreement. 4.2 Members. Every lot owner, including the Declarant, merely by being an Owner of a lot, but only for as long as lot ownership is maintained, shall be a member of the Association. A member's share is not assignable, and is appurtenant to the ownership of a lot. A member's interest shall not be transferred, pledged, or alienated in any manne-r and shall always be subject to the terms and conditions of this Operating Agreement of the Association. 4.3 Overview of Association Management. The Association's Articles of Organization will declare that the Association shall be "manager -managed" rather than member -managed. Except as otherwise required by the Operating Agreement, the members do not vote upon or participate in the general management and business affairs of the Association. Rather, the appointed manager has been given full authority to make decisions and implement those decisions as the manager sees fit, according to the terms of the Operating Agreement" In this regard, the Association may be less responsive to the individual goals of Class A Members as to business affairs. With regard to membership after a residence is constructed on a lot, or future common area developmentJimprovements, Rules of Use in common areas, or the life, the manager may be more responsive to the collective goals of the Class A members, and may form committees of Class A members or meet with Class A member delegates to best resolve those types of matters. This style of manager -management can be changed only by an eighty percent (80%) membership (Class A and Class B votes) vote, or by the Declarant executing a written waiver of this managementstyle in favor of a member -managed style. The Operating Agreement shall not be amended or interpreted in a manner that is inconsistent with this overview. 4.4 Members' Voting Privileges. Subject to the limitations of §4.3 above, and as otherwise provided for in the Operating Agreement, there shall be two (2) classes of members, as follows: DEC'IARATION OF COVENANT'S, CONDITIONS, AND RESTRIG'TIONS POP, BRIDGETOWER UNIT I SUBDMSION - Page 8 OCT-30-20-730 12:12 SNYDER 3 ASSOCIATES, P.A. P110.'13 a. Class A members shall be Owners with the exception of the Declarant (during the period when the Declarant is a Class B member). When an issue is placed for membership voting, each Class A member shall be entitled to one vote for each lot owned. When more than one person is an owner of a lot, all such persons shall be members, but the vote for such lot shall be exercised as they jointly determine, but in no event shall more than one vote be cast with respect to any lot. b. The sole Class B member shall be the Declarant. When an issue is placed for membership voting, the Class B member shall be entitled to three votes for each lot owned. Class B membership shall cease and be converted automatically to Class A membership (one Class A membership for mch lot owned) upon the happening of either of the following events, whichever occurs earlier. (i) When seventy-five percent (75%) of the lots have been conveyed by deed to Owners other than Declarant; or (ii) On December 31, 2015; or (iii) At any time that Declarant elects in writing to accept Class A membership status. 4.5 Powers of the Association. The Assodation shall have all the powers of a limited liability company organized under the laws of the State of Idaho, subject only to such limitations upon the cxcrcisc of such powers as are expressly set forth in the Articles of Organization, the Operating Agreement, and this Declaration, further recognizing that it is intended to be a non-profit entity. The Association shall have the power to do any and all lawful things which may be authorized, required, or permitted to be done by it under this Declaration, the Articles of Organization, and the Operating Agreement, and to do and perform any and all acts which may be necessary or proper for, or incidental to, the proper management and operation of and the performance of the other responsibilities herein assigned, including without limitation: a. Assessments: The power to levy assessments (monthly, special, and limited) on the owners of lots and to force payment of such assessments, all in accordance with the provisions of this Declamtion. b. Right of Enforcement: The power and authority from time to time, in its own name, on its own behalf, or on behalf of any Owner or Owners who consent thereto, to commence and maintain actions and suits to restrain and enjoin any DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR ERIDGETO'WER UNIT I SUBDIVISION — Page 9 OCT-30--2000 12:16 _NYDER 3 ASSOCIATE P.A. P.11,1] breach or threatened breach of this Declaration, including Association Rules adopted pursuant to this Declaration, and to enforce by mandatory injunction or otherwise all provisions hereof. c Delegation of Powers: The authority to delegate its pmver and. duties to committees or to any person, firm, or corporation to act as its manager. Neither the Association nor the members shall be liable for any omission or improper exercise by the manager of any such duty or power so delegated. d. Emergency Powers: The Association, through its manager, may enter upon any lot in the event of any emergency invoMng illness or potential danger to life or property, or when necessary in connection with any maintenance or construction for which the Association may be responsible. Such entry shall be made with as little inconvenience to the Owner as is practicable, and any damage caused thereby shall be repaired by the association and at its sole cost and expense. e. Association Rules. The power of a manager to adopt, amend, and repeal, after consultation with Class A committees or delegates, such rules and regulations as the Association deems reasonable ("Association Rules") governing the use of the common areas by the Owners, families of an Owner, or any invitee, licensee, lessee, or contract purchaser of an Owner; provided, however the Association rules may not discriminate among Owners and shall not be inconsistent with this Declaration, the Articles of Organization, or. the Operating Agreement. A copy of the ,Association Rules, as they may from time to time be adopted, amended, or repealed, shall be- mailed or Otherwise delivered to each owner. Upon such mailing or delivery to all Owners, said Association Rules shall have the same force and effect as if they were set forth in and were a part of this Declaration. In the ev it of any conflict between any Association Rule and any other provision of this Declaration or the Articles or Operating Agreement, the provisions of the Association Rules shall be superseded by the provisions of this Declaration, the Articles, or the Operating Agreement to the extent of any such inconsistency. £. Licenses, Easements, and nights-vf-Way. The power by its manager to grant and convey to any third party such liernscs, easements, and rights -of -way in, on, or under the common areas as may be necessary or appropriate for the orderly maintenance and preservation of the health, safety, convenience, and welfare of the owners, or for the purpose of constructing, erecting, operating, or maintaining: (i) Underground lines, cables, wires, conduits, and other devices for the transmission of electricity for lighting, heating, power, telephone, and other purposes; DECLARATION OF COVENANTS, CONDITICM, AND RESTRICTIONS FOR BRIDGETOWRR UNIT I SUBDIVISION — Page 10 OCT-30-2030 12;19 oNYDER & ASSOCIATES, P.A. P,12:13 (ii) Public smvers, storm drains, water drains and pipes, water systems, sprinkling systems, water, heating, and gas lines or pipes; and (iii) Any similar public or quasi -public improvements or facilities. The A ight to grant such licenses, casements, and rights -of -way are hereby expressly reserved to the Association. 4.6 Duties of the Association. in addition to the powers granted by the Operating Agreement and this Declaration, and without limiting the generality thereof, the Association, by its manager, shall conduct all general business affairs of common Interest to all Owners including the following: a. Operation and Maintenance of Common Area.. Operate, maintain, and othemise manage or provide for the operation, maintenance, and management of any conunon area, including the repair and replacement of property damaged or destroyed by casualty loss, and all other property acquired by the Association, including but not limited to the maintenance of any boundary fences around the perimeter of the property or its common areas (including repair or replacement of damaged sections and maintaining paint in good repair). b. Taxes and .Assessments. Pay all real and personal property taxes and assessments separately levied against the common area owned by the Association. Such taxes and assessments may be contested or compromised by the Manager of the Association, provided, however, that such taxes and assessments be paid or a bond insuring payment be posted prior to the sale or disposition of any property to satisfy the payment of such taxes or assessments. In addition, the Association shall pay all other taxes, whether federal, state, or local, including income or corporate takes levied against the Association in the event that the Association is denied the status of a tax- exempt entity. C. Water and Other Utilities. Acquire, provide, and/or pay for water, sewer, garbage disposal, refuse and rubbish collection, electrical, telephone, and gas and other necessary services for the common area and other property owned or managed by it. d. The ,Association may, but shall not be required to, obtain policies of insurance from reputable insurance companies authorized to do business in the State of Idaho, and to maintain in effect the following types of policies of insurance: DECLARATION OF COVF.INANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT I SUBDIVISION - Page I I OCT-30-2030 12:20 SNY7-GP, & ASSOCIATES, P.A. P.13113 (1) Comprehensive public liability insurance insuring the Manager, the Association, the Declarant, the individual owners, and the agents and employees of each of the foregoing, against any liability incident to the ownership and/or use of the common area or other property owned or managed by the Association. (it) Such other insurance, including Worker's Compensation Insurance to the extent necessary to comply with all applicable laws, manager's liability insurance, and such indemnity, faithful performance, fidelity, and other bonds as the Manager shall deem necessary or rewired to carry out the Association's functions or to insure the Association against any loss from malfeasance or dishonesty or any employee or other person charged with the management or po3session of any Association funds or other property. (iii) Insurance premiums for the above insurance coverage shall be deemed a common expense to be included in the annual assessments levied by the Association. C. Pressurized irrigation System. Provide for the use of common use, maintenance, repair, operation, and assessments for this system, whether by a direct contract with an Irrigation District or by contract with an independent Service Provider. f. Drainage Systems. Operate, maintain, repair, and replace the sprinkler and drainage systems in the common area g, Right -of -Way Maintenance. Maintain, repair, and replace any mechanical systems installed in the rights -of -way in the common area as well as the boundary fence. 4.7 Personal Liability. No Manager of the Association, nor any committee of the Association, nor the Declarant, shall be personally liable to any Owner or to any other party, Lzcluding the ,Association, for any damage, loss, or prejudice suffered or claimed on account of any act, omission, error, or negligence of the Association, the Manager, the committee, or the Declaramt, provided such person has, upon the basis of such information as may be possessed by him, acted in good faith without willful or intentional misconduct. 4.8 Dissolution. In the event the Association is dissolved, the assets of the Association shall be dedicated to a public body or conveyed to another non-profit organization with similar purposes. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT 1 SUBDIVISION - Page 12 TOTAL P.13 OCT-30-2020 12! =NYDER & ASSOCIATES. P.A. P.31%09 ARTICLE FIVE Covenant for Assessments 5.1 Creation of Len and Personal Obligation for Assessments. The Declarant hereby covenants with each lot Owner within the property that by acceptance of a deed from Declarant, and whether or not it is expressly stated in said deed, that each lot Owner shall agree to pay to the .Association, the following: a. All regular periodic assessments for specified services and maintenance as set forth in 5.3; and b. All special assessments for specified services and maintenance as set forth in 5.4. Each assessment, together with interest accrued thereon shall be a charge on the lot Owner's land and shall create a continuing lien upon the Owner's lot against which each assessment is mace from and after the date the asscssmet is due. Each assessment shall bear interest at the rate of thlrteen (13%) per cent annum to accrue after the due date until fully paid. Additionally, each assessment and accrued interest shall be the personal obligation of the Owner of the lot assessed at the date of assessment and may be collected by judicial action in the nature of a delinquent open account, which action may be in lieu of or in addition to the foreclosure of the lien created against the Owner's lot. The personal obligation for delinquent assessments shall not pass to an Owner's successor in title unless expressly assumed by the successor. Any collection action, whether it be by lien foreclosure and/or by action on a delinquent account shall require the Owner of the lot assessed to also pay reasonable attorney fees and court costs to be included as a part of the debt to the Association. Prior to bringing an action to foreclose the continuing assessment lien granted by this Article, the Association shall cause a notice of lien claim to be prepared and filed of record with the Ada County Recorder's office and shall send a copy by certified mail to the d.eBnquent lot Owner. The cost of preparing, filing and mailing this claim of lien (which cost shall be $100.00 plus the filing fee charge), and including a reasonable attorney fee incurred by the Association, shall also be the cost of the delinquent lot Owner and shall be recovered from the lot Owner. 5.2 Initial Assessment. Each lot sold by Declarant shall be subject to a one-time initial assessment of $250.00 to be paid by the first true consumer -owner to the Declarant This initial assessment shall not be paid by an owner -builder but shall pass through to the consumer -owner at a closing of a sale by the builder -owner. The Declarant, or if applicable, the owner -builder shall instruct the closing agent to make DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS ?OR BRIDGETOWER UNIT I SUBDIVISION — Page 13 OCT-30-20-30 12! 23 _WIDER & ASSOCIATES, P.A. P, 32110 direct payment of this initial assessment to the Declarant in the same manner as Other purchaser closing costs are paid. 5.3 Regular periodic Assessments. Each lot Owner shall also be assessed and pay a rmen egular periodic assessment to the Association, to begin to accrue dirty (30) days after the issuance of a certificate of occupancy, vAiich regular assessments are to be used by the Association for the purpose of maintenance of the common area lots, paying costs incurred for policies of insurance purchased by the Association, and/or Providing for any other regular business activities of the Association. The Association, through its Manager, may elect to collect these periodic assessments on a monthly, quarterly, semi-annual, or annual basis, as it deems appropriate. The beginning assessment annualized for the year 2001 shall be $ upon an estimate made by the Declarant for the cost. of serviased ces antiapatcd basis Periodic assessment can be automatically increased by the Manager by as much as thirty percent (3W6) per year beginning with the year commencing January I, 2002. It may be increased by more than thirty percent (30%) by a majority vote of the members at a meeting called for that purpose by the Manager. 5.4 Special Assessment for Repairs, Operations, or Maintenance. In addition to the regular periodic assessments, the association, by the majority vote of its members at a meeting called for that purpose, may make any special aswssm=lt for a specific one -tune cost or expense benefiting the common lot areas or for some common interest or purpose benefiting all members. 5,5 Notice of Action under Section 5.3 and 5.4. Written notice of any meeting called for the purpose of taking any action authorized under Section 5.3 and/or 5.4 of this Declaration shall be sent by the Manager to all members not more than fifty (50) days nor less than ten (10) days in advance of the meeting. 5.6 Miscellaneous .Assessment informadon. The Manager shall annually re- establish the amount of the regular periodic assessment per lot each November of each year and shall send written notice of that re -assessment to each Owner thirty (30) days before the effective date of the re-established regular periodic assessment. The Association's Manager shall, upon request and for a reasonable charge, furnish a cszti.ficate signed by officers of the Association stating whether or not assessments by the requesting CNvncr are current. 5.7 Effect of Nonpayment of Assessments and Remedies of the ,Association. Any assessment not paid within thirty (30) days after the due date shall be deemed to be delinquent and shall bear interest ;from the due date at the rate of thirteen (13%) per cent per annum. The Association may bring an action at law against the Ovaier DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGBTOWBR LII,IIT 1 SUBDIVISION — page 14 OCT-3©-2030 12:24 2NYDER I ASSECIAiES. F.A. P.33/09 Personally obligated to pay the delinquent assessment or may record and foreclose a lien against the property. No Owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the common area or abandonment of his lot. 5.8 Subordination of Assessment Liens to Mortgages. The Lien of any unpaid assessment shall be subordinate to any First mortgage or deed of trust placed against a lot by its Owner. No mortgagee of a mortgage or beneficiary of a deed of trust shall be required to collect any unpaid assessment. The failure of a Iot Owner to pay assessments shall not constitute a default under a mortgage or deed of trust. Sale or transfer of a lot shall not affect the assessment lien,, nor shall the transferee in such sale or transfer be relieved from liability for any assessment thereafter becoming due or from the lien thereof, .ARTICLE SIX Pressurized Irrigation System 6.1 Pressurized Irrigation System. The Declarant intends to install a pressurized irrigation system throughout the subdivision to be able to deliver irrigation water available to the entire subdivision to each lot in the subdivision. This irrigation water is to be delivered to a site within the subdivision by an Irrigation District. Declarant also intends to convey this system to the Association. Nevertheless, Declarant may enter into an agreement with the Irrigation District, pursuant to I.C. §43-440A, et seq, whereby the Irrigation District will own and operate the system and each lot Owner ,%iU receive a direct assessment from the Irrigation District for a prorata cost of the service whether or not the water is actually used. In such case, the Irrigation District would then be the "Service Provider" of the irrigation water to the end lot owners/users. Alternatively, Declarant may direct the Association to enter into an agreement with a third party other than the Irrigation District (including an entity in which Declarant or principals of the Declarant will hold an interest) who would then act as the Service Provider of irrigation water supplied by an Irrigation District to distribute the pressurized irrigation water to each lot Owner in the subdivision. In this latter scenario, the Service Provider would then charge each lot Owner with a prorata lot charge assessment, which shall be a lawful obligation of the lot Owner, whether or not water is actually used. Once the Declarant has completed the construction of the pressurized irrigation system and turned the ownership over to the Association, or alternatively to an Irrigation District, the Declarant shall have no further liability or responsibility for the system and shall not be required to repair, improve, or replace any parts of the system. DECLARATION OF COVENANTS, CONDITIONS, AND 1RE5TRICTIONS FOR BRIDGETOWER UNIT 1 SUBDIVISION- Page 15 OCT-30-2020 12 2d SNYDER 3 ASSOCIATES, P.A. P.34,10119 6.2 Assessments. Whether the Assessment for a lot Owner's prorata share comes directly' from an Irrigation District or whether it is made by an independent Service Provider, the Assessment shall be an obligation of the lot Owner and shall become a lien upon the lot Owner's property if not duly paid, irrespective of whether the Owner uses the irrigation water, or uses other available water sources for irrigation purposes. 6.3 Maintenance. Irrespective of whether the pressurized irrigation water is provided by the Irrigation District or by an independent Service Provider, that entity shall also operate, maintain and repair the pressurized irrigation system, and shall also levy and collect annual assessments against each lot served by the system to defray the cost and expense of such operation, maintenance, repair, or replacement which shall be specified in a written agreement, which may include a reasonable profit margin for such service; and may lien an Owner's lot for nonpayment of an Assessment for repair or maintenance. 6.4 Prohibitions. Lot Owners arc prohibited from making any cross connection or tie in between the irrigation water system and their domestic water system. WATER FROM THE IRRIGATION WATER SYSTEM IS NOT DRINKABLE; EACH LOT OWNER SHALL BE RESPONSIBLE TO ENSURE THAT IRRIGATION WATER WITUM THE BOUNDARIES OF HIS4HEWTHM LOT IS NOT CONSUMED BY ANY PERSON OR USED FOR CULINARY PURPOSES. Lot Owners shall not construct any ditch, drain, well or water system upon any lot or common area. 6.5 Use and Rules. The Association, through its Directors, unless othenvi,se established by Irrigation District, or by another Service provider, may establish and serve on each lot Owner a set of rules establishing the use of this irrigation water including time of use and duration, recognizing that the system will not permit all lots to use the irrigation water simultaneously. The Association or the Service Pro«der may also contract for hire a water master to designate a rotation schedule. The Owner agrees to follow these rules and the schedules set by a water master or by the Service Provider. .ARTICLE SEVEN Architectural Control In order to protect the quality and value of the homes built in the project and for the continued protection of the Owners thereof, an Architectural Control DECLARATION OF CAv r. LAN S, CONDITIONS, AND RESTRICTIONS FOIL BRIUGBTQWER UNIT 1 SUBDMSION — Page 16 OCT-30-2000 12!25 ENYDER & ASSOCIATES, P.A. P. a5/09 Committee (ACC) shall be established by Declarant. The ACC shall be subject to the control of the Declarant as long as &,c Declarant owns any lot in the Subdivision 7.1. Approvals Required. No building, residence, or residential outbuilding of any type shall be commenced, erected, or installed upon any lot until the plans and specifications showing the nature, kind, shape, configuration, height, materials, location of the same and such other detail as the ACC may require (including but not limited to any electrical, heating, or cooling systems), shall have been submitted to and approved in writing by the ACC. The ACC may consider such subjective criteria. as compatibility with surrounding structure design as well as objective criteria as to the quality of materials, exterior residence and trim paint color, roof material and color, and engineering in making an approval or disapproval. The following specific criteria must also be met. a. The Owner's exterior paint and trim colors must be selected from the ACC' s pre -approved color combination book; and b. The Owner's roofing material must be a 25-year architectural grade composition with a color selected from the ACC's pre -approved color book; and C. Any storage shed must not be greater than ten feet (10') by twenty feet (20') by ten feet (10') in height from the ground to the top of the roof ridge, and the surface materials, the roofing, and the color scheme, if it is a storage shed to be constructed on site, shall follow the materials and the color scheme used on the Owner's residence building. Alternatively, an Owner can select a pre -fabricated storage shed, provided that such a shed has been pre -approved by the ACC, and the ACC shall publish from time to time a list of pre -approved pre -fabricated storage sheds. In all other cases, the Owncr shall submit storage shed plans to ACC for pre - approval. In the event the ACC fails to approve, disapprove, or specify the deficiency in such plans, specification and location within thirty (30) days after submission to the ACC in such form as they may require, approval will not be required and this Article will be deemed to have been fully complied with. 7.2 Enforcement The ACC may, in its own name or by direction to the Association, exercise all available legal and equitable remedies available to prevent or remove any unauthorized or unapproved construction or improvements on any lot or property or any portion thereof. In the event the ACC exercises its right to remove or restrain the violation of any rule, the ACC shall recover liquidated damages not to exceed $500.00, in addition to its reasonable attorney fees and court costs, as a means to reimburse the ACC and/or the Association for its time and effort in enforcement DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BR1DGETOWER uNIT 1 SUBDIVISION - Page 17 OCT-3a-2000 12:25 SNYDER & ASSOCIATES, P.A. P,36, 7.3 Waivers. T'lie approval of any plans, drawings, or specifications for any plans, improvements, or construction, or for any matter requiring the approval of the ACC shall not be deemed a waiver of any right to withhold approval of any similar plan, drawing, Specifications, or matter subsequently for approval. 7A Liability. Neither the ACC nor any member thereof shall be liable to the Association, to any Owner, or to any other party for any damage suffered or claimed on account of any act, action, or lack thereof, or conduct of the ACC or the respective members thereof, as long as they have acted in good faith on the basis of information they then possessed. ARTICLE EIGHT Common Areas Declarant intends to establish several common area lots for the mutual benefit Of all Owners. These common area lots are designated on the final plat of the Subdivision. The intended purpose of these common area lots shall be as follows: 8.1 Draiaagerj-andscape Lots. Lot 1, Block 1; Lot 1, Block 4; Lot 14, Block 4; Lot 1, Block 2; Lot 1, Block 3; shall be used primarily for drainage and/or landscape purposes. 8.2 Pedestrian Access Lots, Lot 35, Block 4; and Lot 11, Block 5; shall be used primarily for pedestrian access. 8.3 Fool and Clubhouse lot. Lot 2, Block 1, shall be used for purpose of a swimming pool and clubhouse for use by the members of the Association. Declarant shall be entitled to use the clubhouse as a sales and development office until It no longer holds Class B membership. 8.4 Cowanon Rights. Each lot Owner shall have an in common and perpetual access easement Arith all other Owners for use within the purposes set forth above, which use and easement shall run with the Owner's lot. 8.5 Declarant's Conveyance. Declarant shall convey title to these common area lots to the Association before FFLVHUD insures any mortgage an any other lot, which title shall be free and clear of any liens or encumbrances other than those indicated on the Plat and/or as set forth herein. 8.6 Association's Duty to Maintain. In addition to other duties required of the DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT 1 SUBDIVISION - Page 18 OCT-SO-2000 12:26 SNYDER I ASSOCIATES, P.A. P.r77iOS Association, the Association shall maintain all common area. lots. No individual liability shall be imposed on a Manager, or Declarant, or any Owner for damages to a common area, except to the extent that his direct negligence is the cause of that damage. 8.7 Mortgage on Common Area. No mortgage shall be placed on a common area lot NOthout the written consent of two-thirds (2/3) of all lot Owners, excluding the consent of Class B n=ber.owners, If a mortgage is placed on a common area lot, it shall be subject to and inferior to the use and casement rights granted to all Owners. 8.8 Easements for Improvements in a Common Area, Declarant reserves access to the common area to construct and establish improvements and landscaping as Declarant der -ins appropriate. Irrespective of this reservation. Declarant shall not be the owner of these improvements nor shall Declarant be required to maintain a common area. That responsibility shall be the responsibility of the Homeowners Association, The Association however shall have the sole and exclusive right to determine the nature of all improvements that Declarant may choose to construct unless there is a special reservation in this Declaration. ARTICLE NINE Future Development and Annexation 9.1 Annexation. Declarant presently intends, or may hereafter intend, to annex and develop property adjacent to property herein above described which will be other Bridgetower Subdivisions. The annexed property may at Declarant's sole discretion, be used and developed for any purpose allowed under appropriate zoning regulations. Such annexed property may be brought within the provisions of this Declaration by Declarant, its successors or assigns at any time and from time to time, without the approval of any owner, the .Association, or the Association's Manager. 9.2 Additional Properties. Subject to the provisions of Section 9.1 above, all provisions contained in this Declaration shall apply to the annexed property in the same mariner as if it were originally covered by this Declaration, subject to such modifications, d anges, and deletions as may be specifically provided in any Supplemental Declaration as described in Section 9.3 below. All Owners of lots located in the annexed property shall become members of the Association, and shall have aIl rights and duties of an Association member, from and after the recordation of the first deed conveying a lot within the annexed property from Declarant to an individual purchaser of a lot in the annexed property. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UMT 1 SUBDIVISION -Page 19 OCT-30-2Oa© 12:27 SNYDEP & ASSOCIATES, P.A. P . 3e,109 9.3 Procedure for Annexation. The annexation of additional property authorized under Section 9.1 above shall be made by Filing of record a Supplemental Declaration, or other similar instrument, particularly describing the property being annexed, which instrument shall be executed by Declarant or the owner of the annexed property, and state the intent that the general plan and scheme of this Declaration shall be extended to the additional property described subject to such changes, modifications, deletions, and additions as are applicable to such additional property set forth In the Supplemental Declaration. Such Supplemental Declaration may contain such additions, modifications, or declarations of the covenants, conditions, restrictions, reservations of easements, and equitable servitude contained In this Declaration as may be deemed by the Declarant to be desirable to reflect the different character, if any, of the annexed property or as Declarant may deem appropriate in the development of the annexed property. The filing of record of said Supplemental Declaration shall constitute and effectuate the annexation of the PropextY described in the Supplemental Declaration, and thereupon such annexed property shall become and constitute a part of the property as desmbed herein above and shall, become subject to this Declaration and encompassed within the general plans and scheme of covenants, conditions, restrictions, reservation of easements, and equitable servitude contained herein and as modified by such Supplemental Declaration for the annexed property, and further shall become subject to the functions, powers, and jurisdiction of the Association, and the Owners of lots in the annexed property shall immediately become members of the Association. 9.4 Designation of Common Arta. Any conzunon area and common facilities designated by Declarant as such on the plat of the newly annexed additional property or in the Supplemental Declaration applicable thereto, or which may be acquired by or conveyed to the Association by Declarant, shall be subject to the same easements or other rights for the use and enjoyment of the Owners as for the other Owners of lots subject to this Declaration. ARTICLE TEN General Provisions 10.1 Enforcement. The Association, as well as any Owner, shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens, and charges now or hereafter imposed by the provisions of this Declaration. Failureby the Association or any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. 10.2 Severability Invalidation of arty one of these covenants or restrictions by DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTION'S FOR gRJDGE-Z-oWER LjNI.I. I SUBDIVISION — page 20 OCT-30-2000 12:26 =NYDER & ASSOCIATES, P.A. P1091109 judgment or court order shall in no -vise affect any other provision hereof, and all other provisions of this Declaration shall remain in full force and effect, 10.3 Term. The covenants and restrictions of this Declaration shall run with and bind the land for a term of twenty (20) years from the date this Declaration is filed of record. After completion of the initial term of twenty (20) years, this Declaration shall be automatically extended for successive periods of ten (10) years unless appropriate action is taken to rescind or amend the Declaration 10.4 Amendment. This Declaration may be amended only with the written approval of two-thirds (2/3) of the Owners. IN WITNESS WHEREOF, the undersigned Declarant has executed this Declaration of Covenants, Conditions, and Restrictions this day of 2000. PR,LMELA`dD DEY LoPNEN7 COIviPANY, L.L.P. By_ Title: STATE OF 1D.A.HO ) s$. County of Ada ) On this clay of , 2000, before me, the undersigned, a Iti'otary Public in and for said State, personally appeared , the of Primeland Development Company, L.JL.P., an Idaho Limited Inability PartzursMp, known to me to be the person who executed the within and foregoing instrument for and on behalf of said limited liability partnership, and acknowledged to me that said limited liability partnership executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed any official seal the day and year first above written. Notary Public for Idaho Residing at Commission expires DECLARATION OF COVENAWS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER UNIT 1 SUBDIVISION - Page 21 TOTAL P.09 ..ol Memo To: Shari Stites FnonirGary D. Smith, RE CC., file Drake: 12/18/'00 PA'.., q t4 Re; Bridgetower Subdivision — Sanitary Sewer Profile Drawings. Shari: Rachael Summers called me today asking that I send you written confinmafion that I would not require Briggs Engineering to submit sewer line profile drawings for this subdivision. Sometime ago I met with Dean Briggs on this subject. I subsequently met with Bruce Frecldeton to discuss his request to not submit sewer profile drawings with the preliminary plat submittal. Because of the location and depth of the White Drain Trunk sewer and its depth, and the general slope of the land, Bruce and I did not feel it was necessary for Briggs to submit the sewer line profile drawings. Dean Briggs was advised that he has a minimum depth of sewer requirement to meet at the upper end of all sewer Ines and he understands that requirement. Because of the above circumstances, I verbally told Dean Briggs, Becky Bowcutt and Ed Bews that they would not need to submit the sewer line profile drawings with the preliminary plat submittal. Gary 9�r ftm the deck of... GmyaSokk I% Mvi&m cry Fstglra� nedCbMh"kwaial Vutm" 2;IDECidWn96 &AftIOD Ivfwxbwv Idah6&%C-26W •Pne1 MQM=1 Fax rM QS7AM I]EC-20-2000 09 54 2058871297 ** TOTAL PAGE.02 ** 94% P. 02 )OCIATED EARTH SCIENCES Ii BIOLOGY G4TCOGY - ENGINEERING SOIL SURVEYS SOIL AND TER QUALITY RESOURCE PLANNING AND SITE INVESTIGATIONS 6238 Edgewater Drive Boise Idaho 83709 (208) 672 9213 September 25, 2000 Edward L. Bews 5204 Sorrento Circle Boise, ID 83704 Dear Ed: This report pertains to the six additional soil test holes for the proposed Bridgetower Subdivision, located in a part of Section 35, T.4N., R.1 W ., B.M., Ada County, Idaho. Soil physical characteristics and internal drainage conditions are logged on the attached field sheets. These are preliminary test holes that may possibly be used for the design and placement of storm drainage facilities. These test holes are a continuation of the soil investigation started on 6,13/00. Free water (water table) was found in all of the six additional test holes at depths ranging from 56" to 112". The water table levels in the monitoring wells (PVC pipes) should be measured every two weeks, October 1 - November 15, 2000, and once a month, December, 2000 - April, 2001. To get true water table levels under development conditions thev should be measured and recorded bi- Soil permeability has been estimated for each soil horizon (laver) identified (see attached field sheet). The soil permeabilities were estimated on the basis of soil texture, soil structure, density, cementation, and other characteristics of the horizons in the soil profile. Monitoring the two test holes for the maximum water table elevation will give part of the basis for design of storm drain facilities, that will be acceptable. Soil physical characteristics including texture, structure, density, clay content. and cementation should also be considered in the design. If you have any questions about this report, please call me at (208) 672-9213 Sincerely, Glen H. Logan Certified Professional Soil Scientist cc: Kathy Stroschein Briggs Engineering, Inc. 1800 W. Overland Road Boise, ID 83705 cc: Becky Bowcutt +� AES Soil Evaluation Evaluation Date 9/22/2000 Requested By Becky Bowcutt for Ed Bews Address 5204 Sorrento Circle City Boise State Idaho Zip Code 83704 Phone (208) 3 7 5 - 4 3 4 1 Lot Size See Plat Bedrooms — Parcel — Legal Description Bridaetower Subdivision a Part of Section 35 T 4N R._1W., B.M., Ada County Idaho Anna (1-1 _i L"".I-�+-oa a, f-r1, cT T Pit THS Pit TH6 Pit TH7 0-12" Silt loam (20% 0-13" Silt loam (20% clav), 0-12" Silt loam 20-25% clay), IOYR 3/4. 10YR 3/4, many fine clay), IOYR 3/4, many fine roots, roots, estimated many fine roots. estimated permeability 2",hr. estimated permeability 2—hr. permeability I - 13-26" 0 Silty clay loam1-20" 2 Silt loam (25°'o 35% clay), lOYR clay), IOYR 313. 4/4, common fine 12-19" Silt loam (25% common fine roots, roots, estimated clay), IOYR 3/4, estimated permeability . 1 - common fine roots, permeability I" hr. 5",'hr. estimated permeability I"'hr. 20-33" Gravellv silt loam 26-46" Sandy loam H5°'0 (20-25% clay), clay), weakly 19-51" Silt loam (15% 10YR 4/4. few tine cemented, 16YR 5'14, clay), IOYR 4,4, roots, estimated few fine roots, common fine roots, permeability i- estimated estimated 2".'hr. permeability 2" hr. permeability 2"- hr. 33-43" Very gravelly sandy 46-60" Fine sandy loam 51-68" Gravelly fine sandy clay loam (25% (10% clay), compact, loam (10% clay), clay), 1 OYR 4/3. 7.5YR 4/4, no roots, 10YR 4/6, no roots. few tine roots, estimated estimated estimated permeability 1-2",hr. permeability 3- permeability 1 "'hr. 5, ",'hr. 60-81" Very gravelly sandy 43-72" Extremely gravelly loam (5-10% clay), 68-102" Very gravelly fine and cobbiy loamy 1OYR 4i6. no roots, sandy loam ( 5-IO"o medium sand (5°o estimated clav), 10YR 4/6, no clay), 1OYR 4/3, no permeability 4-6";hr. roots, estimated roots, estimated permeability 6- permeability 10—hr. 81-132" Extremely gravelly 8"'hr. loamy medium sand 72-144" Extremely gravelly (5% clay), variegated 102"- Thick cemented and cobbly coarse color, no roots, hardpan. Could not sand (<5% clay), estimated dig pit deeper due to variegated color, no permeability 10- walls caving in and roots, estimated 15"/hr. water table. permeability 20",hr. Additional Info: TH5 - 75" to free water (water table) at the time of excavation. TH6 - 82" to free water (water table) at the time of excavation. TH7 - 66" to free water (water table) at the time of excavation, saturated below 40" depth. AE S Soil Evaluation Evaluation Date 9/22/2000 Requested By Becky Bowcutt for Ed Bews Address 5204 Sorrento Circle City Boise State Idaho Zip Code 83704 Phone (208) 375-4341 Lot Size See Plat Bedrooms — Parcel — Legal Description Bridgetower Subdivision a Part of Section 35 T 4N R.1W., B.M., Ada _County, Idaho Slope 0-196 Evaluated By Glen H. Lcaan CPSS Pit THS I Pit TH9 I Pit TH10 0-10" Silt loam (25%+ 0-11" Silt loam (15% clay), 0-9" Organic barnyard clay), IOYR 3/4, 10YR 313, many manure fibrous many fine and few fine, common roots medium roots, medium and coarse estimated roots, estimated 9-19" Silt loam (15-20% permeability 1"'hr. permeability 2"/lir. clay), platy 10-25" Sandy loam (15- 11-28" Silt loam (25% clay), structure. IOYR 3/2. many fine roots, 20% clay), IOYR 10YR 3/4. common estimated 3/6, common fine fine and few medium permeability 1 "'hr. and few medium roots, estimated roots, estimated permeability 1 "'hr. 19-27" Silty clay loam (30- permeability 4- 35°'o clay), lOYR 6"'hr. 28-43" Sandy clay loam 4 4, common tine 25-35" Very tine sandy (30%clay), IOYR 4;4, common fine roots, estimated permeability .1- loam (10% clay) roots, estimated 5"'hr. weakly cemented, permeability .5- IOYR 6/4, few fine 1" hr. 27-40" Silt loam (10-1500 and medium roots, clav), weakly estimated 43-57" Very gravelly loamy cemented, 1 OYR permeability 1"/hr. coarse sand (<5% 4/6, few fine roots. clay). IOYR 4/4, few estimated 35-60" Weak to moderately fine roots, estimated permeability l "'hr. cemented hardpan, permeability 15" hr. compact, no roots. 40-91" Weak to moderately estimated 57-88" Extremely gravelly cemented hardpan. permeability loamy coarse sand compact, no roots. <•02"./hr. (<5% clay), impermeable variegated color, no 60-90" Very fine sandy roots, estimated 91-40" Extremely gravelly loam (5-10% clay), permeability 15- loamy fine sand 7.5YR 4/4, 20"/hr. (5% clay), compact, no roots, variegated color, no estimated roots, estimated permeability 1"/hr. permeability 10- 90-132" Extremely gravelly 15 "'hr. loamy fine sand (5% clay), IOYR 4/4, estimated permeability 10- 15 "/hr. Additional Info: TH8 - 82" to free water (water table) at the time of excavation, saturated below 60" depth. TH9 - 56" to free water (water table) at the time of excavation. TH 10 - 112" to free water (water table) at the time of excavation. ASSOCIATED EARTH SCIENCES INC. BIOLOGY • GEOLOGY • ENGINEERING SOIL SURVEYS - SOIL AND WATER QUALITY - RESOURCE PLANNING AND SITE INVESTIGATIONS 4ti% Edeewater Drive Idaho Ed Bews 5204 Sorrento Circle Boise, ID 83704 Dear Ed: June 14, 2000 13 Four test holes were examined and described on the proposed Bridgetower Subdivision located in a portion of the S2SE of Section 35, TAN., R.1 W., B.M., Ada County, Idaho. Soil physical characteristics and internal drainage conditions were noted and logged on the attached field sheet. The purpose of this investigation was for placement of storm drainage facilities. Free water (water table) was found in test holes TH1, TH3 and TH4 at depths of 67", 84", and 84", respectively. Test hole TH2 had no free water (water table) to a depth of 115"_ Ten foot long PVC pipes were installed in each of the test holes so that water table depths can be measured and recorded through the irrigation season. Water table measurements should be taken at two -week intervals from June 15 until October 15 2000. I expect the water table levels to rise until about the third week in August and then lower when irrigation starts to slow down. When water is shut out of the canals (about October I') I would expect the water tables to drop rapidly. I have estimated soil permeability for each soil layer identified (see attached field sheet). The soil permeabilities were estimated on the basis of soil texture, soil structure, density (porosity), and other characteristics of the horizons in the soil profile. Commonly, the percolation rate of a soil is set by the least permeable horizon (Iayer) in the soil profile. Monitoring the four test holes for water table maximum height will give a basis for the type of storm drainage facility that will be acceptable. Soil characteristics, texture, structure, density, clay content, etc., also should be considered in the design (see attached field notes). If you have any questions about this report, please call me at (208) 672-9213. Sincerely, "ab, Glen H. Logan Certified Professional Soil Scientist AES Soil Evaluation Evaluation Date 6/13/2000 Requested By Briggs Engineerinq_for Ed Bews Address 5204 Sorrento Circle City Boise State Idaho Zip Code 83704 Phone (208) 375-4341 Lot Size — Bedrooms — Parcel 60+ Acres Legal Description Part of S2SE, Section 35, T.4N. R. 1W B. M. Ada County, Idaho SIc)nt- n -i° Firaliintoa M T r+l rr r Pit TH 1 Pit TH2 Pit TH3 0-12" Silt loam (10% clay), 0-15" Silty clay loam (30% 0-13" Loam (15% clay), 1 OYR 2/2, many fine clay), 1 OYR 3/4, 1 OYR 3/4, many fine, and few medium many fine, few few medium and roots, estimated medium and coarse coarse roots, estimated permeability 2"/hr. roots, estimated permeability 2"/hr. permeability .5- 12-28" Silty clay loam (30% 1 "/hr. 13-23" Gravelly and cobbly clay), compact, IOYR silt loam (20-25% 3/3, few fine roots, 15-27" Silty clay loam (30% clay), IOYR 4/4, estimated clay), compact, common fine and few permeability .1-.5"/hr. strong blocky medium roots, structure, IOYR 4/4, estimated permeability 28-40" Silty clay loam (30- common fine roots, 1 ,/hr. 35% clay), I OYR 4/6, estimated no roots, estimated permeability .1- 23-36" Gravelly and cobbly permeability .02- .5"/hr. sandy clay loam (25- .05"/hr. 30% clay), I OYR 4/3, 27-35" Fine sandy loam few fine and medium 40-48" Weakly cemented silt (15% clay), 1 OYR roots, estimated loam (15% clay), 4/6, few fine roots, permeability.5-I"/hr. compact, IOYR 5/4, estimated no roots, estimated permeability 4-6"/hr. 36-48" Extremely gravelly permeability .05- and cobbly loamy 1"/hr. 35-47" Very gravelly fine medium sand (5% sandy loam (5% clay), I OYR 4/6, few 48-67" Weakly cemented clay), 1 OYR 4/4, few fine and medium very compact, no fine roots, estimated roots, estimated roots, estimated permeability 8- permeability 15"/hr. permeability <.02"/hr. 10"/hr. 48-85" Extremely gravelly 67-80" Extremely gravelly 47-85" Extremely gravelly and cobbly loamy loamy medium sand loamy medium sand medium sand (<5% (<5% clay), (<5% clay), clay), 1 OYR 4/6, no variegated color, no variegated color, few roots, estimated roots, estimated fine roots, estimated permeability 15"/hr. permeability 15"/hr. permeability 15"/hr. 85-120" Extremely gravelly 80-120" Extremely gravelly 85-115" Extremely gravelly and cobbly coarse coarse sand (0% sandy loam ( 5-10% sand (0% clay), clay), variegated clay), IOYR 4/4, no variegated color, no color, no roots, roots, estimated roots, estimated estimated permeability 6-8"/hr. permeability 20"/hr. permeability 20"/hr. Additional Into: TH 1 - Free water (water table) below 67" depth. TH2 - No free water (water table) to a 115" depth. This test hole is about 50' from the deep 5-mile drain. TH3 - Free water (water table) at 84" depth. AES Soil Evaluation Evaluation Date GZ13/2000 Requested By Briggs Engineering for Ed Bews Address 5204 Sorrento Circle City Boise Lot Size — State Idaho Zip Code 83704 Phone _(208) 375-4341 Parcel 60+ Acres Legal Description Part of S2SE Section 35 T.4N. R. B. Count Idaho M. Ada Slone n_ Pit TH4 0-14" Loam (15% clay), 10YR 3/4, many fine roots, estimated permeability 2"/hr. 14-36" Silty clay loam (30% clay), 1 OYR 3/4, few fine roots, estimated permeability .5-1 "/hr. 36-55" Loam (15-20% clay), lOYR 5/4, compact, no roots, estimated permeability .5-1 "/hr. 55-85" Sandy loam 0 5 % clay), IOYR 5/4, no roots, estimated Permeability 8-10"/hr. 85-118" Extremely gravelly loamy medium sand (<5% clay), variegated color, no roots, estimated ermeability(15"/hr.) Bedrooms — Evaluated B Additional Info: TH4- Free water (water table) at an 84" depth. Saturated below 54". F TL14-12-2000 13:43 'GGS ENGIkEEPING, 120834529-50 P-02 V 212730, .237 PEWS El S ,Hmt Ey r 37314 VOUW r !nl; te 'w'. .1z HUSKEY t.Fmvaao R-kLPm -w.j- 57 fl 7 cMaoc a7-= . &21 21 vc 7 ftSM4 1, A JANrT ia 663 . A I -5321 VCHAFfIR JO-4-4 Lf A TAMARA L RCUS 19D MARCUB UART'.,., tea It or -Zm A r,> S VL v :Law _ _. j. TOTAL P.02 S1jlD1v1sloN PARCEL PRIMOWNER R8657160090 TUMBLE CREEK HOME OWNERS ASSOC R8667140160 TUMBLE CREEK HOMEOWNERS ASSOC R8557140080 TUMBLE CREEK HOMEOWNERS ASSOC R8657170200 WESTROCK HOMES INC R8557150070 DUE ROGELIO R8567140160 TUMBLE CREEK HOMEOWNERS ASSOC R8667160060 MITCHELL EILEEN M R8657160060 COLLINS JENNIFER R8557160040 PUGMIRE NATHAN D R8657160030 BARNHART RYAN J R8657160080 GRITZMACHER THOMAS J & R8557150020 MOORHOUSE AARON & R8567150010 CASH RONALD L R8557140180 WALTERS J SCOTT & R8567140170 CHANDLER AARON J & R8557140090 LEHMAN ROBERT J & R8557140100 LLOYD GEORGE E R8667140110 MACHADO DAVID A AND R8557140120 HOWARD FRANK R & R8667140130 BADE DANNY P R8557140140 YAGER BARRY L R8557170210 STUBBLEFIELD CONSTRUCTION CO INC R8657170220 MALLON CONSTRUCTION INC R8557170230 STUBBLEFIELD CONSTRUCTION CO INC R8657170240 STUBBLEFIELD CONSTRUCTION CO INC R8657150100 TUMBLE CREEK HOME OWNERS ASSOC S1202212410 ASCHENBRENNER JAMES J R8557150480 DENNIS KEVIN M & R8657160310 RULE ROBERT J R8567160300 FARNSWORTH RONALD R8557150290 CRIPE CHADD L R8557160280 BUTT JIMMY L & R8557160270 JONES LARRY R8567140680 TENNANT TOM R8557140670 DEMAINE MICHAEL R8557140260 SHERWOOD DANNY S R8567140260 PCOLAR EDWARD G & R8557140240 BARTELS ROXIE L R8657140230 TAYLOR DEAN J & R8667140070 LLOYD ABRAHAM C & R8567170080 BLACK CORY R SO426336000 BEWS E L SO427430000 BEWS E L SO426346700 GIBSON DANIEL G JR SO426336020 SETTLERS IRRIGATION DIST SO435212440 RUPP DALE L S0436212810 ANDERSON THOMAS S & SO435212460 RUPP GARY BRENT SO436212500 RUPP GARY BRENT SO434110060 BEWS E L SO435212425 BEWS E L SO436212730 KELSO DONALD H & SO435223300 BEWS E L SO434142362 WOODBURY LEE B & SO434142110 RASMUSSEN BRENT S0434142006 RUDD ELIZABETH A SO435244500 BEWS E L SO434141950 RISNER GARY RAY SO434141800 KING -WINE JERRI A SO435314907 YOUNG LANDS LTD SO434417200 HART DONALD G & SO435314800 BEWS E L SO435325600 HUSKEY LEONARD RALPH SO435315377 HOAGLUN BRAD & CHANDOS SO435346500 YOUNG LANDS LTD SO436346619 YOUNG LANDS LTD SO436438410 YOUNG LANDS LTD SO436449400 STUBBLEFIELD CONSTRUCTION CO INC SO436346800 USA SO436438600 BEWS E L SO435449020 WATSON WARREN A SR SO435346900 BEWS E L SO436438600 BEWS E L SO435438900 USA SECOWNER ADDCONCAT 641 W FRANKLIN RD 641 W FRANKLIN RD 641 W FRANKLIN RD 4643 E BOWMONT ST 2320 W PEBBLESTONE ST 641 W FRANKLIN RD 2298 W PEBBLESTONE ST 2260 W PEBBLESTONE ST 2234 W PEBBLE STONE ST BARNHART SARAH M 2212 PEBBLESTONE GRITZMACHER PEGGY L 2344 W PEBBLESTONE ST MOORHOUSE CRYSTAL 2180 W PEBBLESTONE ST 2156 W PEBBLESTONE ST WALTERS NOELLE K 2128 W PEBBLESTONE ST CHANDLER SARA E 2110 W PEBBLESTONE ST LEHMAN JANA L 2066 PEBBLESTONE ST 2042 W PEBBLESTONE ST EARL ANGELA K 2020 W PEBBLESTONE ST HOWARD MARCIA R 2870 JUNIPER DR # 129 BADE MELVA J 1988 W PEBBLESTONE ST 1964 W PEBBLESTONE PO BOX 327 9856 W SUNFLOWER LN DENNIS CARLA L RULE CAREY M CUTLER RACHEL CRIPE BRANDI L BUTT MICHELE M JONES JANICE TENNANT JANE A DEMAINE JAMIE SHERWOOD MISTY D PCOLAR KAREN A TAYLOR DENISE J LLOYD ANGELA M BLACK AMARA E BEWS SHIRLEY G BEWS SHIRLEY G GIBSON CAROLYN A RUPP DOROTHY ANDERSON LORETTA L RUPP TYNAGH RUPP TYNAGH BEWS SHIRLEY G BEWS SHIRLEY G KELSO BONNIE M BEWS SHIRLEY G WOODBURY JILL BEWS SHIRLEY G HART DORIS M BEWS SHIRLEY G BEWS SHIRLEY G BEWS SHIRLEY G BEWS SHIRLEY G PO BOX 327 PO BOX 327 641 W FRANKLIN 2515 W USTICK RD 2315 W PEBBLESTONE ST 2257 W PEBBLESTONE ST 2231 W PEBBLESTONE ST 2205 W PEBBLESTONE ST 2175 W PEBBLESTONE ST 2153 W PEBBLESTONE 2127 W PEBBLESTONE 2109 W PEBBLESTONE ST 3106 N GLENNFIELD WAY 2045 W PEBBLESTONE ST 2023 W PEBBLESTONE 2001 W PEBBLESTONE ST 1971 PEBBLESTONE ST 3200 N LAKE GROVE LN APT 102 5460 N EAGLE RD 5460 N EAGLE RD 19500 HIGHWAY 2026 PO BOX 7571 HC 11 BOX 9B 2795 W MCMILLAN RD 2695 W MCMILLAN 2695 W MCMILLAN 5460 N EAGLE RD 5460 N EAGLE RD 2745 MCMILLAN 5460 N EAGLE RD 4365 N TEN MILE RD 4315 N TEN MILE RD 4255 N TEN MILE RD 5460 N EAGLE RD 4115 N TEN MILE RD 4065 N TEN MILE RD 2420 W USTICK RD 4015 N TEN MILE RD 5460 N EAGLE RD 3630 N TEN MILE RD 2420 W USTICK RD 2420 W USTICK RD 2420 W USTICK RD 2420 W USTICK RD PO BOX 327 1150 N CURTIS RD 5460 N EAGLE RD 1680 W USTICK RD 5460 N EAGLE RD 5460 N EAGLE RD 1150 N CURTIS RD STATCONCAT MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-1399 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 LEWISTON, ID 83501-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83680-0327 BOISE, ID 83704-0000 MERIDIAN, ID 83680-0327 MERIDIAN, ID 83680-0327 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-5482 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 BOISE, ID 83713-0000 BOISE, ID 83713-0000 BOISE, ID 83713-0000 CALDWELL, ID 83605-8770 BOISE, ID 83707-1571 KAMIAH, ID 83536-9401 MERIDIAN, ID 83642-5156 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 BOISE, ID 83713-0000 BOISE, ID 83713-0000 MERIDIAN, ID 83642-0000 BOISE, ID 83713-0000 MERIDIAN, ID 83642-5401 MERIDIAN, ID 83642-5401 MERIDIAN, ID 83642-0000 BOISE, ID 83713-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-5475 MERIDIAN, ID 83642-5428 MERIDIAN, ID 83642-5475 BOISE, ID 83713-0000 MERIDIAN, ID 83642-5408 MERIDIAN, ID 83642-5428 MERIDIAN, ID 83642-5428 MERIDIAN, ID 83642-5428 MERIDIAN, ID 83642-5428 MERIDIAN, ID 83680-0327 BOISE, ID 83706-1234 BOISE, ID 83713-0000 MERIDIAN, ID 83642-5481 BOISE, ID 83713-0000 BOISE, ID 83713-0000 BOISE, ID 83706-1234 3000,.,n _5u 6 , x/s AFFIDAVIT OF ACCURACY STATE OF IDAHO ) COUNTY OF ADA ) I, Becky Bowcutt 11283 W. Hickory Dale Drive (name) (address) Boise Idaho 83713 being first duly sworn upon (city) (state) oath, depose and say: That I prepared the attached applications and the information contained is true and correct. Dated this -day of SUBSCRIBED AND SWORN to before me the day and year first above written. ©oa �' � Air. LIF, 4eZ 0805\affid-accuracy • • • •. • My Commission Expires: low' STATE OF IDAHO ) COUNTY OF ADA ) AFFIDAVIT OF POSTING f, Becky Bowcutt 11283 W. Hickory Dale Drive (name) (address) Boise Idaho 83713 being first duly sworn upon (city) (state) oath, depose and say: I personally posted the subject property with the hearing notice sign one week prior to the public hearing for the annexation, planned development XQ and preliminary plat of Bridgetower Crossing Subdivision e Dated this ' day of 0805\affid-posting 20 514 ignature) SUBSCRIBED AND SWORN to before me the day and year first above written. Notary PubligJpr Idaho Residing at My Commission Expires: 1 Washington Traffic Analysis of the Bridg etower Subdivision Linder Road and Ustick Road in Meridian Submitted For: Primeland Development Company ......._..- DRAFT Submitted By: Washington Infrastucture Services December 28, 2000 w Executive Summary This transportation system analysis has identified the following conclusions: 1. The project site includes 744 single-family residences, 61 senior housing units and 349,000 sq ft of general office space. A future phase north of McMillan Road includes a 15.68-acre neighborhood shopping center. 2. The residential/office portion of the site generates 11,136 daily vehicle trips or 1,303 vehicle trips during the pm peak hour. 3. The neighborhood shopping center site generates 5,524 daily vehicle trips or 518 vehicle trips during the pm peak hour. 4. The elementary school generates 510 daily vehicle trips or 130 vehicle trips during the pm peak hour. 5. None of the internal local streets exceed the planning threshold values for residential streets. The traffic volumes justify no redesign of the internal local street system. 6. None of the internal collector streets exceed the planning threshold values for collector streets. No additional collector streets are warranted by the traffic volumes 7. The layout of the internal collector streets eliminates the potential for cut -through traffic and the need for traffic calming. A collector street connection to McMillan Road is not justified by the traffic volumes 8. The private driveways/roadways abutting the office components provide adequate site access. The traffic volumes do not justify direct lot access to the arterial street system. 9. The arterial street system operates at an acceptable level of service under existing conditions. a. The four arterial streets bordering the site operate at Level of Service (LOS) of "C" or better under existing conditions. b. The four arterial street intersections bordering the site operate at an acceptable LOS "C" or better under existing conditions. 10. The first phase of the project includes the build out of only the residential and office components. Under this level of development: a. The four arterial streets bordering the site operate at Level of Service (LOS) of "C" or better under existing plus project conditions. b. The McMillan Road intersections with Linder Road and ten Mile Road operate at an acceptable LOS C or better under existing plus project conditions. c. The Ustick Road intersections with Linder Road and Ten Mile Road operate at an unacceptable level of service under existing plus project conditions. Both intersections will require traffic signals if the residential and office portions of this project are completed within five years. Added left -turn lanes are needed on each intersection approach. 11. The second phase of the project includes the build out of the neighborhood shopping center on the parcel north of McMillan Road. Under this level of development: a. The four arterial streets bordering the site operate at Level of Service (LOS) of C or better under existing plus project conditions. Bridgetower Subdivision Analysis Page 2 b. The Ustick Road intersections with Linder Road and ten Mile Road will continue to operate with an acceptable level of service. c. The McMillan Road intersections with Linder Road and Ten Mile Road operate at an acceptable LOS C or better under existing plus project conditions. Added left -turn lanes are needed on each intersection approach. The McMillan/Ten Mile intersection will require conversion to all -way STOP control. 12. The applicant and the Ada County Highway District should review the design of the access to the elementary school. There are some advantages to reconfiguring the elementary school site to allow the school buses and the parents' drop- off/pick-up trips on the external, arterial roadway system. 13. The applicant and the Ada County Highway District should review the design of the Collector A/Collector B/Collector C intersection. The proposed intersection easily accommodates the anticipated traffic volumes and should be retained if traffic calming is an important concern. The alternative intersection also easily accommodates the anticipated traffic volumes and but should be considered if there is to be less emphasis on traffic calming and more concern with the efficient movement of traffic. 14. The neighborhood shopping center has adequate site access through the four proposed driveways. This transportation analysis has identified the following recommendations: 1. None of the internal local streets exceed the planning threshold values for residential streets. Construct the local street system as proposed. 2. None of the internal collector streets exceed the planning threshold values for collector streets. Construct the collector street system as proposed. 3. The ACHD Policy Manual identifies a 29-foot collector street as section C2-NP. This street section is appropriate for this project. The collector roadways will require widening to 36-feet at intersections to allow for a center left -turn lane. 4. The layout of the internal collector streets eliminates the potential for cut -through traffic and the need for traffic calming. The traffic volumes do not justify a collector street connection to McMillan Road. 5. The private driveways/roadways abutting the office components provide adequate site access. The traffic volumes do not justify direct lot access to the arterial street system. 6. Construct center turn lanes on Ustick Road, Linder Road and Ten Mile Road at the collector street intersections. 7. The Ustick Road intersections with Linder Road and Ten Mile Road will require traffic signals at the completion of the residential and office portions of this project. Based upon the forecast traffic volumes, the applicant's share of the signal cost is estimated at 21 % and 27% respectively. 8. The McMillan Road intersections with Linder Road and Ten Mile Road will not require traffic signals at the completion of the neighborhood shopping center. 9. The applicant and the Ada County Highway District should review the design of the access to the elementary school. There are some advantages to reconfiguring the elementary school site to allow the school buses and the parents' drop- off/pick-up trips on the external, arterial roadway system. Bridgetower Subdivision Analysis Page 3 10. The applicant and the Ada County Highway District should review the design of the Collector A/Collector B/Collector C intersection. The proposed intersection easily accommodates the anticipated traffic volumes and should be retained if traffic calming is an important concern. The alternative intersection also easily accommodates the anticipated traffic volumes and but should be considered if there is to be less emphasis on traffic calming and more concern with the efficient movement of traffic. 11. The neighborhood shopping center has adequate site access through the four proposed driveways. Each of the driveways should provide one inbound and two outbound lanes. Bridgetower Subdivision Analysis Page 4 Background: The proposed project encompasses 348.17 acres in the square mile bounded by Ustick Road, Linder Road, McMillan Road, and Ten Mile Road in Meridian. The site is currently in agricultural production but is planned for a mixture of residential building lots and small office components. A separate 15.68-acre commercial parcel is located north of the main project site, at the northeast corner of the McMillan Road/Ten Mile Road intersection. Figure 1 shows the site plan for the proposed project. A traffic analysis is needed for this site to determine the site potential impact upon the adjacent transportation system. Existing Conditions: Much of the existing 640-acre site is in agricultural production. A portion of the site adjacent to Ustick Road has already been approved for a 61-lot residential subdivision with 3 commercial lots. The daily traffic volumes for the abutting arterial street segments are shown in Table 1. Using COMPASS's planning threshold table, a level of service analysis is conducted on these arterial segments for the existing roadway conditions and the results are also shown in Table 1. From the table, it is observed that the roadway segments are operating at Level of Service (LOS) "C" or better. Table 1 Existing Roadway Traffic Volumes Roadway Segment Daily Traffic Volume (1) Planning Threshold (2) Ustick Road w/o Linder Rd 6,000 i C Linder Road n/o Ustick Rd 6,000 I C McMillan Road w/o LinderERd 1,750C Ten Mile Road n/o Ustick 2,250 C Note 1: Source - Ada County Highway District Note 2: Ada County Roadway Capacity Guidelines for Planning Application. Source— Community Planning Association (2000) The abutting segments of Ustick Road, Linder Road, McMillan Road, and Ten Mile Road are all two-lane facilities. The Ustick Road intersections with Linder Road and Ten Mile Road and the McMillan Road intersection with Linder Road are four-way STOP controlled. The McMillan Road intersection with Ten Mile Road is STOP controlled only on the McMillan Road approaches. Figure 2 shows the existing peak hour turning movement volumes at these intersections. Using Highway Capacity Software (HCS), a Level of Service analysis was conducted at these four intersections and the results are summarized in Table 2. The analysis indicates that the intersections operate at Level of Service "C" or better, which is acceptable. Bndgetower Subdivision Analysis Page 5 7 Figure 1: Site Development Plan Neighborhood LRetail Center — — P;AcPvlfllan Road _7� 75 J L-:.- - cr (D a) F,= k Road Bridgetower Subdivision Analysis Page 6 u Figure 2: Existing Peak Hour Volumes 25 100 25 AIL 251 t 25 — — So 25 F 25 25 25 25 75 50 AIL/ 25 '5 200 — 25 25-7 �--- 50 r 25 25 50 2s —1 ,5 25 So 25 —� , I r 25 175 50 5o 250 50 \J I L So —J 50 200 50 —� r-- 50 �Ir 50 150 50 Existing Plus Project Conditions - Completion of the Residential and Office Components: The traffic volumes at the four arterial intersections after completion of the residential and office units are shown in Figure 4. These volumes were developed by summing the existing traffic volumes with the traffic volumes generated from the site. The existing traffic volumes were increased by three percent per year to account for growth in the background traffic volumes. Build out of the residential and office portions of the project was assumed to occur within five years. Traffic operational analysis was conducted using these volumes at the four intersections and the results are shown in Table 4. The analysis indicates that the two intersections on McMillan Road operate at LOS of "C", which is acceptable but the intersections of Ustick Road/Linder Road and Ustick Road/Ten Mile Road operate at LOS "F", which is. unacceptable. Bridgetower Subdivision Analysis Page 8 Table 2 Existing Traffic Operations Intersection Traffic Control Level Ustick Road / Linder Road Four -Way STOP tB McMillan Road / Linder Road Four -Way STOP Ustick Road / Ten Mile Road Four -Way STOP McMillan Road / Ten Mile Road Two -Way STOP g Turning movement counts were obtained from Ada County Highway District staff and supplemented by Washington Infrastructure Services. The depicted counts were rounded to the nearest 25 vehicles per hour because the hourly counts were found to vary and were inconsistent between successive intersections. Proposed Project: The proposed project includes 744 residential building lots, 61 senior housing lots and approximately 32 acres (21 lots) for planned office development. A separate 15.68-acre neighborhood shopping center is located north of the main project site, at the northeast corner of the intersection of McMillan Road and Ten Mile Road. Table 3 illustrates the trip generation figures for this project. Figure 3 shows the site development plan with site -generated traffic volumes. Table 3 Trip Generation Summary_ Land Use Category Number of Units (1) Daily Trip Rate (2) Peak Hour 'Trip Rate (2) Number of Daily Trips Number of Peak Hour Trips Residential — Single Famil 744 9.57 1.01 7,120 751 Residential — Senior Housing 61 2.8472 0.27 174 16 General Office 349,000 11.01 1.49 3,842 520 Neighborhood Shoppin Center 500 1.02 0.26 510 130 Elementary School 165,000 34.0832 3.1396 5,624 518 Project Total 17,270 1,936 Note 1: Residential units for single family and senior housing. Square -feet for office and commercial land uses. Number of students for the elementary school. Note 2: Institute of Transportation Engineers Trip Generation Manual, 6`h Edition. Bridgetower Subdivision Analysis Page 7 Figure 3: Site Plan With Daily Traffic Volumes KdWillan Road I 7 - I E ' J tI ,• 3 l 00C' •� ,/,� is � �� v , I. v SO t _ I ~Ustick Road AL �M m 5o 1 7`. So Mi The Manual on Uniform Traffic Control Devices (MUTCD) was used to check signal warrants at the two intersections on Ustick Road. The results indicated these intersections of Ustick Road/Linder Road and Ustick Road/Ten Mile Road meet three of the traffic signal warrants. (Note: Meeting traffic signal warrants does not mean that a signal should be installed. It only means that a signal might be needed but that further in-depth analysis is justified.) Bridgetower Subdivision Analysis Page 9 Table 4 Existing Plus Project Traffic Operation Build out of the Residential and Office Components Intersection Traffic Control Lever of Service �Ustick Road / Linder Road Four -Way STOP F McMillan Road / Linder Road Four -Way STOP C Ustick Road / Ten Mile Road Four Way STOP E McMillan Road / Ten Mile Road Two -Way STOP C Figure 4: Existing Plus Project Peak Hour With Residential and Office Traffic Volumes 30 160 30 / JIL 30 _i I-- 30 30 — — 60 40 —1 40 (I�— II 50 50 50 50 160 120 J I L ./ 70 _I L— 80 295 "— — 320 30 —, r-- 75 r 30 70 75 `35 410 60 JIL 35 _J 30 40 — — 65 35 i -- 35 II 40 250 75 90 360 75 \JIL 35 _ J L_ 80 295 — — 295 75 —1 F_ 60 � I � 75 230 60 Bridgetower Subdivision Analysis Page 10 Using the forecast traffic volumes, a planning -level capacity analysis was conducted assuming that the intersections would operate with signal control. The results from the analysis are shown in Table 5. The signalized intersections operate under capacity, which is acceptable. Table 5 Existing Plus Project Traffic Operation with traffic signals Build out of the Residential and Office Components Intersection Traffic Control Result Ustick Road / Linder Road Signalized Under Capacity Ustick Road / Ten Mile Road Signalized Under Capacity Existing Plus Project Conditions - Completion of the Neighborhood Shopping Center: The site plan for the neighborhood shopping center is shown in Figure 5. The traffic volumes at the four intersections are shown in Figure 6. These forecasts were developed by summing the existing traffic volumes with the traffic volumes generated from the site. Build out of the neighborhood shopping center is assumed to occur within ten years. Background traffic volumes were increased at a rate of three percent per year to account for the growth in the background traffic volumes. Traffic analysis was conducted for the four intersections and the results are shown in Table 6. The analysis indicates that the two signalized intersections on Ustick Road operate under capacity, which is acceptable. The McMillan Road/Linder Road intersection operates at Level of Service "E". However, none of traffic signal warrants are met at this location. Added turn lanes are recommended for all approaches. The intersection of McMillan Road/Ten Road operates at Level of Service "D" under two-way STOP control. Traffic operations can be improved to `B" by revising the intersection to provide all -way STOP control. Added turn lanes are recommended for all approaches. Bridgetower Subdivision Analysis Page I %ftw, Figure S: Commercial Site Plan'" Gases FAQ < Commercial o nL W-4 Supermarket +44 1 + Commercial Commercial i I7u O u Table 6 Existing Plus Project Traffic Operation Build out of the Neighborhood Shopping Center Intersection Traffic Control Level of Service (2) Ustick Road / Linder Road Signalized Under Capacity cMillan Road / Linder Road Four -Way STOP stick Road / Ten Mile Road Signalized cMillan Road / Ten Mile Road Four -Way STOP E Under Capacity B Bridwower Subdivision Analysis Page 12 Figure 6: Existing Plus Project Peak Hour With Neighborhood Shopping Center Traffic Volumes 15 50 230 70 / JIL 55 J t 'S 55 — — 110 45 —� r— 65 �Ir 60 100 100 55 �Jy70 70 I L 60 J 35 65 — 105 60 — 40 I r 55 290 90 70 J 190 140 I L Z 100 J 420 100 I L 90 _J L 90 110 _J L-- 90 340— — 31 340 — -- 340 35 --� — 85 85 F-- 70 i r I f 110 GS 35 70 Lane Widening on the Arterial Roadway System - Completion of the Residential and Office Components: Washington Infrastructure staff has developed a nomograph from various local and national sources that can be used to determine the need for a left -turn lane on higher speed arterial roadways. A copy of this nomograph is included in Appendix A. Using this procedure, a study was conducted to determine the need for a center left -turn lane at the intersections of the site's access points with the Ustick Road, Ten Mile Road, and Linder Road. A summary of the analysis is shown in Table 7. The analysis indicates that a center left -turn lane is required at each of the site's three access points on major roadway. Bridgetower Subdivision Analysis Page 13 Figure 7: Site Plan With Daily Traffic Volumes Site Plan With Daily Traffic Volumes Site Plan With Daily Traffic Volumes a H 140 WIM1111an Road 1950 Table 7: Center/Left Turn Lane Requirements 840�- Driveway Minimum Volume to Warrant Observed Location a Left -Turn Lane Left -Turn Volume Left -Turn Lane (v h) v h) Required? Ustick Road /Collector Road 25 Intersection 190 YES Linder Road /Collector Road 25 Intersection 135 YES Ten Mile Road /Collector Road 25 Intersection 240 YES Lane Widening on the Arterial Roadway System - Completion of the Neighborhood Shopping Center: Using the same above described procedure to determine the need of center left -turn lane at the access points, an analysis for the access points from the neighborhood shopping center on McMillan Road and Ten Mile Road is conducted. The analysis indicates that a Bridgetower Subdivision Analysis Page 14 center left -turn lane is required at each of the site's access points on Ten Mile Road and McMillan Road. The results are summarized in Table 9. Table 7: Lane Widening On The Arterial Street System Driveway Location Minimum Volume to Warrant a Left -Turn Lane (vph) Observed Left -Turn Volume (vph) Left -Turn Lane Required? Ten Mile Road access points 25 80 YES Ustick Road access points 25 115 YES Comments on the Internal Street System General Layout — The general layout of the street system uses the spine road collector road streets system with a series of smaller development pods. From a traffic perspective, this is an ideal situation. None of the residential streets with front -on housing have traffic volumes that exceed the 1,000 vehicles per day planning threshold. All the collector streets with the higher traffic volumes have no front -on housing. Traffic problems are therefore minimized and no traffic calming appears to be justified. Collector Street Connection to McMillan Road — A collector road connection to McMillan Road is an alternative roadway network for this subdivision. This would allow a full collector -level connection to all of the adjacent arterial roadways. This could be accomplished by either realigning Collector Road B to intersect McMillan Road or by constructing a new roadway from Collector B to McMillan Road west of the elementary school site. This traffic analysis recommends against the fourth collector roadway system connection north to McMillan Road. This recommendation is based upon the following: • The traffic analysis shows that there is insufficient traffic on the internal roadway system to justify a fourth collector -level roadway. Each of the three collectors is forecast to carry less than 4,000 vehicles per day. The three collector roadways together carry less than 11,000 vehicles per day. A collector level roadway can accommodate up to 8,500 vehicles per day. The three existing roadways carry less than one-half of their designed capacity. There is sufficient roadway capacity in the proposed system and the added roadway connection is not needed for system capacity. • The three proposed collectors provide access to the south, to the northeast and to the northwest. The regional transportation planning model indicates that the majority of regional traffic accessing this site is traveling in a north -south or Bridgetower Subdivision Analysis Page 15 fin/ U easterly direction. The three proposed collectors provide sufficient directional access to accommodate the anticipated travel patterns. • The three proposed collectors provide access to the south, to the northeast and to the northwest. With the current street layout, there is no opportunity for shortcutting either north -to -south or east -to -west direction. This street layout will not provide a problem for shortcutting traffic. Any proposed collector connection to McMillan Road would create a potential short -cutting problem for north -south traffic. This is major problem in the City of Boise on streets networks such as Northview Street or Mitchell Street. Configuration of Collector Tee Intersection — The collector street system (See Figure 7) provides a TEE intersection in the middle of the subdivision. There is an offset local street intersection on Collector A west of the main intersection. This configuration raises several traffic related concerns: • The STOP sign is actually imposed on the higher volume approach, requiring the greatest number of vehicles to stop. • The northbound traffic on Collector C has an intersection less than 200-feet from a major intersection. (Note: There is no apparent ACHD Policy that prohibits this design.) • There is a local/collector intersection within 200-feet of the collector/collector intersection. (Note: This intersection spacing meets current ACHD Policy. See Section 7204.11.6) It should be noted that the proposed configuration does provide an important level of traffic calming. There is limited potential for collector traffic to pass through this intersection without stopping or at least slowing. An alternative roadway intersection design is provided below. The new alignment: • Imposes the STOP sign on the lowest volume approach. This will affect the smallest number of vehicles. • There are no turns near enough to affect the new intersection. • There is a local/collector intersection spacing would increase 400-feet of the collector/collector intersection. It is also important to note that the proposed configuration provides only limited opportunity for traffic calming, although it does appear to enhance the traffic handling characteristics of the area. The conclusions of the traffic analysis indicate that the applicant and the Ada County Highway District review the design of the Collector A/Collector B/Collector C intersection. The proposed intersection easily accommodates the anticipated traffic volumes and should be retained if traffic calming is an important concern. The alternative intersection also easily accommodates the anticipated traffic volumes and but should be considered if there is to be less emphasis on traffic calming and more concern with the efficient movement of traffic. Bridgetower Subdivision Analysis Page 16 '11./ Figure 7: Internal Street Intersection Design Existing Intersection ° Layout m 0 V STOP Collector A O Loca Strei Access to the Elementary School n Alternative o Intersection y Layout c U Collector A y� Local Street V The submitted site plan shows that public street access to the elementary school is from Collector Road B. This plan puts the school buses, the teacher/staff trips and the parent drop-off/pick-up trips on the internal, collector roadway system. There are some advantages to reconfiguring the elementary school site to allow the school buses'and the parents' drop-off/pick-up trips on the external, arterial roadway system. The list of advantages includes: • The school buses require access to the regional arterial street system. The proposed reconfiguration allows direct arterial accessibility without any diversion through the internal street system. • The parents' drop-off/pick-up trips are typically made as part of the journey -to - work of journey -to -shopping trips. These trips also use the regional arterial street system. The proposed reconfiguration allows direct arterial accessibility without any diversion through the internal street system. • The proposed reconfiguration separates the school bus traffic from the rest of the residential traffic. This separation reduces intersection traffic volumes delay for both categories of traffic. • Direct site access to the regional arterial street system improves emergency vehicle access to the site. Travel distance and therefore response times are shortened through direct access to the arterial street system. Bridgetower Subdivision Analysis Page 17 Conclusions and Recommendations: Conclusions: This brief letter report provides an overview of the traffic -related issues for the Bridgetower Subdivision at the northwest corner of Linder Road and Ustick Road in Meridian. The analysis has identified the following conclusions: 1. The project site includes 744 single-family residences, 61 senior housing units and 349,000 sq ft of general office space. A future phase north of McMillan Road includes a 15.68-acre neighborhood shopping center. 2. The residential/office portion of the site generates 11,136 daily vehicle trips or 1,303 vehicle trips during the pm peak hour. 3. The neighborhood shopping center site generates 5,524 daily vehicle trips or 518 vehicle trips during the pm peak hour. 4. The elementary school generates 510 daily vehicle trips or 130 vehicle trips during the pm peak hour. 5. None of the internal local streets exceed the planning threshold values for residential streets. The traffic volumes justify no redesign of the internal local street system. 6. None of the internal collector streets exceed the planning threshold values for collector streets. No additional collector streets are warranted by the traffic volumes 7. The layout of the internal collector streets eliminates the potential for cut -through traffic and the need for traffic calming. A collector street connection to McMillan Road is not justified by the traffic volumes 8. The private driveways/roadways abutting the office components provide adequate site access. The traffic volumes do not justify direct lot access to the arterial street system. 9. The arterial street system operates at an acceptable level of service under existing conditions. a. The four arterial streets bordering the site operate at Level of Service (LOS) of "C" or better under existing conditions. b. The four arterial street intersections bordering the site operate at an acceptable LOS "C" or better under existing conditions. 10. The first phase of the project includes the build out of only the residential and office components. Under this level of development: a. The four arterial streets bordering the site operate at Level of Service (LOS) of "C" or better under existing plus project conditions. b. The McMillan Road intersections with Linder Road and ten Mile Road operate at an acceptable LOS C or better under existing plus project conditions. c. The Ustick Road intersections with Linder Road and Ten Mile Road operate at an unacceptable level of service under existing plus project conditions. Both intersections will require traffic signals if the residential and office portions of this project are completed within five years. Added left -turn lanes are needed on each intersection approach. Bridgetower Subdivision Analysis Page 18 11. The second phase of the project includes the build out of the neighborhood shopping center on the parcel north of McMillan Road. Under this level of development: a. The four arterial streets bordering the site operate at Level of Service (LOS) of C or better under existing plus project conditions. b. The Ustick Road intersections with Linder Road and ten Mile Road will continue to operate with an acceptable level of service. c. The McMillan Road intersections with Linder Road and Ten Mile Road operate at an acceptable LOS C or better under existing plus project conditions. Added left -turn lanes are needed on each intersection approach. The McMillan/Ten Mile intersection will require conversion to all -way STOP control. 12. The applicant and the Ada County Highway District should review the design of the access to the elementary school. There are some advantages to reconfiguring the elementary school site to allow the school buses and the parents' drop- off/pick-up trips on the external, arterial roadway system. 13. The applicant and the Ada County Highway District should review the design of the Collector A/Collector B/Collector C intersection. The proposed intersection easily accommodates the anticipated traffic volumes and should be retained if traffic calming is an important concern. The alternative intersection also easily accommodates the anticipated traffic volumes and but should be considered if there is to be less emphasis on traffic calming and more concern with the efficient movement of traffic. 14. The neighborhood shopping center has adequate site access through the four proposed driveways. This transportation analysis has identified the following recommendations: 1. None of the internal local streets exceed the planning threshold values for residential streets. Construct the local street system as proposed. 2. None of the internal collector streets exceed the planning threshold values for collector streets. Construct the collector street system as proposed. 3. The ACHD Policy Manual identifies a 29-foot collector street as section C2-NP. This street section is appropriate for this project. The collector roadways will require widening to 36-feet at intersections to allow for a center left -turn lane. 4. The layout of the internal collector streets eliminates the potential for cut -through traffic and the need for traffic calming. The traffic volumes do not justify a collector street connection to McMillan Road. 5. The private driveways/roadways abutting the office components provide adequate site access. The traffic volumes do not justify direct lot access to the arterial street system. 6. Construct center turn lanes on Ustick Road, Linder Road and Ten Mile Road at the collector street intersections. 7. The Ustick Road intersections with Linder Road and Ten Mile Road will require traffic signals at the completion of the residential and office portions of this project. Based upon the forecast traffic volumes, the applicant's share of the signal cost is estimated at 21 % and 27% respectively. Bridgetower Subdivision Analysis Page 19 U 8. The McMillan Road intersections with Linder Road and Ten Mile Road will not require traffic signals at the completion of the neighborhood shopping center. 9. The applicant and the Ada County Highway District should review the design of the access to the elementary school. There are some advantages to reconfiguring the elementary school site to allow the school buses and the parents' drop- off/pick-up trips on the external, arterial roadway system. 10. The applicant and the Ada County Highway District should review the design of the Collector A/Collector B/Collector C intersection. The proposed intersection easily accommodates the anticipated traffic volumes and should be retained if traffic calming is an important concern. The alternative intersection also easily accommodates the anticipated traffic volumes and but should be considered if there is to be less emphasis on traffic calming and more concern with the efficient movement of traffic. 11. The neighborhood shopping center has adequate site access through the four proposed driveways. Each of the driveways should provide one inbound and two outbound lanes. Bridgetower Subdivision Analysis Page 20 APPENDIX A NOMOGRAPH FOR LEFT -TURN LANES Bridgetower Subdivision Analysis Page 21 U LEFT-TU,R-N DECELER -r-yoN_T WARR4NTS L �O N G c ?0 Ci u - 100 C I :00 00r r :-) 30 4n— c _ _ JHV �, _ :0 U APPENDIX B CAPACITY ANALYSIS WORKSHEETS Bridgetower Subdivision Analysis Page 22 - iwsc HCS: Unsignalized IntNactions Release 3.2 TWO-WAY STOP CONTROL SUMMARY :'`�e Intersection: Collector A and Collector B Analyst: Sanjeev Tandle Project No.: Date: 12/22/00 East/West Street: Collector A North/South Street: Collector B Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Approach VehicIe Eastbou�d mes and Adjustments, Movement 1 2 3 14 5 6estbound L T R L T R Volume 34 50 85 100 Hourly Flow Rate, HFR 37 55 94 111 Percent Heavy Vehicles 1 Median Type Undivided RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Movement 7 L T Volume Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Median Storage 1 Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Northbound Southbound 8 9 10 11 12 R IL T R 138 0 74 153 0 82 1 1 1 0 0 0 1 0 LTR No Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 South Lane Config LT 12 LTR v (vph) 37 C(m) (vph) 1328 235 v/c 0.03 681 95% queue length 0.00 0.35 Control Delay 7.8 1.67 LOS A 13.0 Approach Delay B Approach LOS 13.0 B ca L0-c5m T0.bC; �� HCS: Unsignalized IntE'W",;ctions Release 3.2 ;�)q — yea.( 2-doc Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: Ustick Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year 2000-PM Peak Hour Date: 12/21 /00 East/West Street: Ustick Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound IL T R IL T R IL T R IL T R Volume 150 200 50 150 200 50 150 150 50 150 250 50 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.90 0.90 0.90 0.90 Flow Rate 332 332 276 387 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 Opposing -Lanes 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. 1 1 Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 332 332 276 387 Left -Turn 55 55 55 55 Right -Turn 55 55 55 55 Prop. Left -Turns 0.2 0.2 0.2 Prop. Right -Turns 0.2 0.1 0.2 0.2 0.1 Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.0 0.0 0.0 0.0 V 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.0 -0.0 -0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 332 332 276 387 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.30 0.30 0.25 0.34 hd, final value 6.87 6.87 7.00 6.74 x, final value 0.63 0.63 0.54 0.72 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 4.9 4.9 5.0 4.7 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 332 Service Time 4.9 Utilization, x 0.63 Dep. headway, hd 6.87 Capacity 488 Delay 20.97 LOS C Approach: Delay 20.97 LOS C Intersection Delay 21.62 332 4.9 0.63 6.87 488 20.97 C C 276 5.0 0.54 7.00 465 17.82 D 387 4.7 0.72 6.74 508 25.44 20.97 17.82 25.44 C C D Intersection LOS C HCS: Unsignalized Int(Nctions Release 3.2 r 1C+b <) - ��Q,� 200v Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: McMillan Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year2000-PM Peak Hour Date: 12/26/00 East/West Street: McMillan Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound L T R IL T R IL T R IL T R Volume 125 25 25 125 50 25 125 175 50 150 300 25 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.90 0.90 0.90 0.90 Flow Rate 81 109 276 415 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates Total in Lane 81 109 276 415 Left -Turn 27 27 27 55 Right -Turn 27 27 55 27 Prop. Left -Turns 0.3 0.2 0.1 Prop. Right -Turns 0.3 0.1 0.2 0.2 0.1 _Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.1 0.0 0.0 0.0 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.1 -0.1 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 81 109 276 415 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.07 0.10 0.25 0.37 hd, final value 5.56 5.55 4.86 4.78 x, final value 0.13 0.17 0.37 0.55 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 3.6 3.5 2.9 2.8 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 81 Service Time 3.6 Utilization, x 0.13 Dep. headway, hd 5.56 Capacity 331 Delay 9.36 LOS A Approach: Delay 9.36 LOS A Intersection Delay 11.77 109 276 415 3.5 2.9 2.8 0.17 0.37 0.55 5.55 4.86 4.78 359 526 665 9.66 10.71 13.50 A B B 9.66 10.71 13.50 A B B Intersection LOS B HCS: Unsignalized Int ections Release 3.2 Phone: Fax: E-Mail. ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: Ustick Road and Ten Mile Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year 2000-PM Peak Hour Date: 12/21 /00 East/West Street: Ustick Road North/South Street: Ten Mile Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound IL T R IL T R JL T R (L T R Volume 125 200 25 150 225 25 125 25 50 150 75 25� % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.90 0.90 0.90 0.90 Flow Rate 276 332 109 165 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 276 332 109 165 Left -Turn 27 55 27 55 Right -Turn 27 27 55 27 Prop. Left -Turns 0.1 0.2 0.2 Prop. Right -Turns 0.1 0.3 0.1 0.5 0.2 Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: - hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.0 0.0 0.0 0.0 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 0.0 -0.2 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 276 332 109 165 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.25 0.30 0.10 0.15 hd, final value 5.08 5.03 5.43 5.54 x, final value 0.39 0.46 0.16 0.25 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 3.1 3.0 3.4 3.5 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 276 Service Time 3.1 Utilization, x 0.39 Dep. headway, hd 5.08 Capacity 526 Delay 11.28 LOS B Approach: Delay 11.28 LOS B Intersection Delay 11.29 332 3.0 0.46 5.03 582 12.31 B A 109 3.4 0.16 5.43 359 9.50 B 165 3.5 0.25 5.54 415 10.42 12.31 9.50 10.42 B A B Intersection LOS B 2o00 HCS: Unsignalized Int ections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Ten Mile Road and McMillan Roa Analyst: Sanjeev Tandle Project No.: Date: 12/21 /00 East/West Street: McMillan Road North/South Street: Ten Mile Road Intersection Orientation: NS Study period (hrcv 0 25 Vehicle Volumes and Adjustments_ Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 25 25 25 100 Hourly Flow Rate, HFR 27 27 27 111 Percent Heavy Vehicles 2 -- -- 2 Median Type Undivided RT Channelized? Lanes 0 1 0 1 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 25 50 25 25 25 25 Hourly Flow Rate, HFR 27 55 27 27 27 27 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vPh) 27 27 109 81 C(m)(vph) 1328 1426 522 511 v/c 0.02 0.02 0.21 0.16 95% queue length 0.00 0.00 0.84 0.58 Control Delay 7.8 7.6 13.7 13.4 LOS A A B B Approach Delay 13.7 13.4 Approach LOS B B HCS: Unsignalized Int ections Release 3.2 Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: Ustick Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year 2005-PM Peak Hour Date: 12/21 /00 East/West Street: Ustick Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics I Eastbound Westbound Northbound I Southbound IL T R IL T R IL T R IL T R I Volume 195 29575 160 295 80 175 23060 175 36090 1 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.95 0.95 0.95 0.95 Flow Rate 488 457 383 550 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 488 457 383 550 Left -Turn 100 63 78 78 Right -Turn 78 84 63 94 Prop. Left -Turns 0.2 0.1 0.2 0. Prop. Right -Turns 0.2 0.2 0.2 0.2 -Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: - hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.0 0.0 0.0 0.0 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.0 -0.0 -0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 488 457 383 550 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.43 0.41 0.34 0.49 hd, final value 9.03 9.00 9.10 9.01 x, final value 1.22 1.14 0.97 1.38 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 7.0 7.0 7.1 7.0 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 488 Service Time 7.0 Utilization, x 1.22 Dep. headway, hd 9.03 Capacity 488 Delay 149.10 LOS F f Approach: Delay 149.10 LOS F Intersection Delay 143.12 457 7.0 1.14 9.00 457 119.34 F 383 7.1 0.97 9.10 396 68.27 F 550 7.0 1.38 9.01 550 209.69 119.34 68.27 F F F Intersection LOS F 209.69 HCS: Unsignalized Int ections Release 3.2 IF 2005 Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: McMillan Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year2005-PM Peak Hour Date: 12/26/00 East/West Street: McMillan Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound IL T R IL T R IL T R IL T R Volume 135 40 35 135 65 30 7 27 250 75 160 410 35 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.95 0.95 0.95 0.95 Flow Rate 114 135 379 530 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 114 135 379 530 Left -Turn 36 36 38 63 Right -Turn 36 31 78 36 Prop. Left -Turns 0.3 0.3 0.1 0.1 Prop. Right -Turns 0.3 0.2 0.2 0.1 Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.1 0.0 0.0 0.0 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.1 -0.1 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 114 135 379 530 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.10 0.12 0.34 0.47 hd, final value 6.32 6.30 5.35 5.23 x, final value 0.20 0.24 0.56 0.77 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 4.3 4.3 3.3 3.2 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 114 Service Time 4.3 Utilization, x 0.20 Dep. headway, hd 6.32 Capacity 364 Delay 10.89 LOS B Approach: Delay 10.89 LOS B Intersection Delay 18.06 135 4.3 0.24 6.30 385 11.24 B C 379 3.3 0.56 5.35 629 15.00+ C 530 3.2 0.77 5.23 677 23.51 11.24 15.00+ B C C Intersection LOS C 23.51 HCS: Unsignalized Int ections Release 3.2 Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: Ustick Road and Ten Mile Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year 2005-PM Peak Hour Date: 12/21 /00 East/West Street: Ustick Road North/South Street: Ten Mile Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound IL T R IL T R IL T R IL T R Volume 170 295 30 175 320 80 130 70 76 11 66 160 50 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.95 0.95 0.95 0.95 Flow Rate 414 498 184 342 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates Total in Lane 414 498 184 342 Left -Turn 73 78 31 122 Right -Turn 31 84 80 52 Prop. Left -Turns 0.2 0.2 0.2 0.4 Prop. Right -Turns 0.1 0.2 0.4 0.2 yea, 2005 Prop. Heavy Vehicle0.0 0.0 0.0 0.0 Geometry Group 1 1 1 Adjustments Table 10-40: hLT-adj 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.0 -0.2 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 414 498 184 342 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.37 0.44 0.16 0.30 hd, final value 7.03 6.79 7.76 7.36 x, final value 0.81 0.94 0.40 0.70 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 5.0 4.8 5.8 5.4 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 414 498 184 342 Service Time 5.0 4.8 5.8 5.4 Utilization, x 0.81 0.94 0.40 0.70 Dep. headway, hd 7.03 6.79 7.76 7.36 Capacity 496 526 418 467 Delay 33.32 51.32 15.76 25.74 LOS D F C D Approach: Delay 33.32 51.32 15.76 25.74 LOS D F C D Intersection Delay 35.50 Intersection LOS E HCS: Unsignalized Int ections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: TMcMillan Rd. and Ten Mile Rd. Analyst: Sanjeev Tandle Project No.: Date: 12/21 /00 East/West Street: McMillan Road North/South Street: Ten Mile Road Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 50 50 30 160 Hourly Flow Rate, HFR 52 52 31 168 Percent Heavy Vehicles 2 -- __ 2 Median Type Undivided RT Channelized? Lanes 0 1 0 1 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R 1 L T R Volume 40 60 30 30 30 40 Hourly Flow Rate, HFR 42 63 31 31 31 42 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LTR LTR I LTR I LTR v (vph) 52 31 136 104 C(m)(vph) 1262 1367 403 419 v/c 0.04 0.02 0.34 0.25 95% queue length 0.00 0.00 1.54 Control Delay 8.0 7.7 1.03 LOS 18.4 16.4 A A C C Approach Delay 18.4 16.4 Approach LOS C C ye- Cki Z 0 05 HCS: Signalized Intersections Release 3.2 • � o ffi jyte o�0 rea �apQl; e� q �n ��t ©05 Phone: E-Mail: Intersection: Project No: City/State: Time Period Analyzed: Analyst: Date: East/West Street Name: North/South Street Name Eastbound L T R Num. Lanes IO 1 0 Volume 195 295 75 Parking I N Coord. I N LT Treat. I ? Peak hour factor: 0.95 Fax: PLANNING ANALYSIS Ustick Road and Linder Road Boise, ID Existing + Syear Project Sanjeev Tandle 12/27/00 Ustick Road Linder Road VOLUME DATA Westbound L T R 0 1 0 60 295 80 N N Northbound Southbound L T R I L T R I 0 1 0 75 230 60 N N �? I? Area Type: All other areas 0 1 0 75 360 90 N N LANE VOLUME WORKSHEET EAST WEST NORTH SOUTH BOUND BOUND BOUND BOUND LEFT TURN MOVEMENT 1. LT volume 2. Opposing mainline volume 3. Number of exclusive LT lanes Cross Product [2] * [1] Left Lane Configuration (E=Exc1, S=Shrd): Left Turn Treatment Type: 4. LT adjustment factor 5. LT lane vol RIGHT TURN MOVEMENT Right Lane Configuration (E=Exc1, S=Shrd) 6. RT volume 7. Exclusive lanes 8. RT adjustment factor 9. Exclusive RT lane volume 10. Shared lane vol THROUGH MOVEMENT 11. Thru volume 12. Parking adjustment factor 13. No. of thru lanes including shared 14. Total approach volume 15. Prop. of left turns in lane group 16. Left turn equivalence 17. LT adj. factor: 18. Through lane volume 19. Critical lane volume Left Turn Check (if [16] > 3.5) 20. Permitted left turn sneaker capacity: 7200/Cmax 95 60 75 75 375 370 450 290 0 0 0 0 35625 22200 33750 21750 S S S S U U U U 0 0 0 0 S S S S 75 80 60 90 0 0 0 0 0.850 0.850 0.850 0.850 88 94 71 106 295 295 230 360 1.00 1.00 1.00 1.00 1 1 1 1 383 389 301 466 0.20 0.14 0.21 0.14 2.03 2.02 2.19 1.86 0.773 0.873 0.809 0.848 496 446 372 549 496 446 372 549 60 60 60 60 SIGNAL OPERATIONS WORKSHEET EAST WEST Phase Plan Selection from Lane Volume Worksheet BOUND BOUNDI.Nurlln SOUTH BOUND BOUND Critical through-RT vol: [19] 496 446 372 549 LT lane vol: [5] 0 0 0 0 Left turn protection: (P/U/N) U U U U Dominant left turn: (Indicate by '<') Selection Criteria based on the specified left turn protection < Indicates the dominant left turn for each opposing pair Phase plan selected (1 to 4) Min. cycle (Cmin) 60 Timing Plan Value Movement codes Critical phase vol [CV] Critical sum [CS] CBD adjustment [CBD] Reference sum [RS] Lost time/phase [PL] Lost time/cycle [TL] Cycle length [CYC] Phase time Critical v/c Ratio [Xcm] Status Plan 1: U U U U Plan 2a: U P U p Plan 2b: P U p U Plan 3a:<P P <P p Plan 3b: P <P p <P Plan 4: N N N N 1 1 Max. cycle (Cmax) 120 EAST -WEST Ph 1 Ph 2 Ph 3 EWT 496 0 0 1045 1.00 1624 4 0 8 60.0 28.7 0.0 0.62 Under capacity I NORTH -SOUTH Ph 1 Ph 2 Ph 3 NST 549 0 0 4 0 0 0.0 31.3 0.0 0.0 ti HCS: Signalized Intersections Release 3.2 200� Phone: Fax: E-Mail: PLANNING ANALYSIS Intersection: Ustick Road and Ten Mile Road Project No: City/State: Boise, ID Time Period Analyzed: Existing + 5year Project Analyst: Sanjeev Tandle Date: 12/27/00 East/West Street Name: Ustick Road North/South Street Name: Ten Mile Road VOLUME DATA E b ast ound I Westbound Northbound L T R L T R L T R Num. Lanes 10 1 0 Volume 170 295 30 Parking N Coord. N LT Treat. ? Peak hour factor: 0.95 0 1 0 10 l 0 75 320 80 130 70 76 N N N N ? I ? Area Type: All other areas Southbound L T R 0 1 0 116 160 50 N N ? LANE VOLUME WORKSHEET EAST WEST NORTH SOUTH BOUND BOUND BOUND BOUND LEFT TURN MOVEMENT 1. LT volume 2. Opposing mainline volume 3. Number of exclusive LT lanes Cross Product [2] * [1] Left Lane Configuration (E=Excl, S=Shrd): Left Turn Treatment Type: 4. LT adjustment factor 5. LT lane vol RIGHT TURN MOVEMENT Right Lane Configuration (E=Excl, S=Shrd) 6. RT volume 7. Exclusive lanes 8. RT adjustment factor 9. Exclusive RT lane volume 10. Shared lane vol THROUGH MOVEMENT 11. Thru volume 12. Parking adjustment factor 13. No. of thru lanes including shared 14. Total approach volume 15. Prop. of left turns in lane group 16. Left turn equivalence 17. LT adj. factor: 18. Through lane volume 19. Critical lane volume Left Turn Check (if [16] > 3.5) 20. Permitted left turn sneaker capacity: 7200/Cmax 70 75 30 116 400 325 210 146 0 0 0 0 28000 24375 6300 16936 S S S S U U U U 0 0 0 0 S S S S 30 80 76 50 0 0 0 0 0.850 0.850 0.850 0.850 35 94 89 59 295 320 70 160 1.00 1.00 1.00 1.00 1 1 1 1 330 414 159 219 0.18 0.16 0.17 0.36 2.08 1.93 1.72 1.61 0.835 0.839 0.934 0.671 395 493 170 326 395 493 170 326 60 60 60 60 SIGNAL OPERATIONS WORKSHEET Phase Plan Selection from Lane Volume Worksheet EAST BOUND WEST BOUND NORTH BOUND SOUTH BOUND Critical through-RT vol: [19] 395 493 170 326 LT lane vol: [5] 0 0 Left turn protection: (P/U/N) U U 0 0 Dominant left turn: (Indicate by '<') U U Selection Criteria based on the Plan 1: U U U U specified left turn protection Plan 2a: U P U p Plan 2b: P U P U < Indicates the dominant left turn Plan 3a:<P P <p p for each opposing pair Plan 3b: P <P P <p Plan 4: N N N N Phase plan selected (1 to 4) 1 1 Min. cycle (Cmin) 60 Max. cycle (Cmax) 120 Timing Plan EAST -WEST NORTH -SOUTH Value Ph 1 Ph 2 Ph 3 Ph 1 Ph 2 Ph 3 Movement codes EWT NST Critical phase vol [CV] 493 0 0 326 0 0 Critical sum [CS] 819 CBD adjustment [CBD] 1.00 Reference sum [RS] 1624 Lost time/phase [PL] 4 0 0 4 Lost time/cycle [TL] 8 0 0 Cycle length [CYC] 60.0 Phase time Critical v/c Ratio [Xcm] 0.49 35.3 0.0 0.0 24.7 0.0 0.0 Status Under capacity HCS: Signalized Intersections Release 3.2 / ea'( .2 o to Phone: Fax: E-Mail: Intersection: Project No: City/State: Time Period Analyzed: Analyst: Date: East/West Street Name: North/South Street Name Eastbound L T R Num. Lanes 10 1 0 Volume 1110 340 85 Parking N Coord. N LT Treat. ? Peak hour factor: 0.95 PLANNING ANALYSIS Ustick Road and Linder Road Boise, ID Existing + 10year Project Sanjeev Tandle 12/27/00 Ustick Road Linder Road VOLUME DATA Westbound Northbound L T R I T, T R 0 1 0 10 1 0 70 340 90 185 280 70 N N N N ? I ? Area Type: All other areas Southbound L T R I 10 1 0 1100 420 100 N N ? LANE VOLUME WORKSHEET EAST WEST NORTH SOUTH BOUND BOUND BOUND BOUND LEFT TURN MOVEMENT 1. LT volume 2. Opposing mainline volume 3. Number of exclusive LT lanes Cross Product [2] * (1] Left Lane Configuration (E=Excl, S=Shrd) Left Turn Treatment Type: 4. LT adjustment factor 5. LT lane vol RIGHT TURN MOVEMENT Right Lane Configuration (E=Excl, S=Shrd) 6. RT volume 7. Exclusive lanes 8. RT adjustment factor 9. Exclusive RT lane volume 10. Shared lane vol THROUGH MOVEMENT 11. Thru volume 12. Parking adjustment factor 13. No. of thru lanes including shared 14. Total approach volume 15. Prop. of left turns in lane group 16. Left turn equivalence 17. LT adj. factor: 18. Through lane volume 19. Critical lane volume Left Turn Check (if (16] > 3.5) 20. Permitted left turn sneaker capacity: 7200/Cmax 110 70 85 100 430 425 520 350 0 0 0 0 47300 29750 44200 35000 S S S S U U U U 0 0 0 0 S S S S 85 90 70 100 0 0 0 0 0.850 0.850 0.850 0.850 100 106 82 118 340 340 280 420 1.00 1.00 1.00 1.00 1 1 1 1 440 446 362 538 0.21 0.14 0.20 0.16 2.14 2.13 2.35 1.98 0.735 0.848 0.784 0.787 599 526 462 684 599 526 462 684 60 60 60 60 SIGNAL OPERATIONS WORKSHEET Phase Plan Selection from Lane Volume Worksheet EAST BOUND WEST BOUND NORTH SOUTH BOUND BOUND Critical through-RT vol: [19] 599 LT lane vol: [5] 526 462 684 Left turn protection: (P/U/N) 0 U 0 0 0 Dominant left turn: (Indicate by '<') U U U Selection Criteria based on the specified left turn protection < Indicates the dominant left turn for each opposing pair Phase plan selected (1 to 4) Min. cycle (Cmin) 60 Timing Plan Value Movement codes Critical phase vol [CV] Critical sum [CS] CBD adjustment [CBD] Reference sum [RS] Lost time/phase [PL] Lost time/cycle [TL] Cycle length [CYC] Phase time Critical v/c Ratio [Xcm] Status Plan 1: U U U U Plan 2a: U P U P Plan 2b: P U P U Plan 3a:<P P <P p Plan 3b: P <P p <P Plan 4: N N N N 1 1 Max. cycle (Cmax) 120 EAST -WEST NORTH -SOUTH Ph 1 Ph 2 Ph 3 Ph 1 Ph 2 Ph 3 EWT NST 599 0 0 684 0 0 1283 1.00 1624 4 8 60.0 28.3 0.76 Under capacity 0 0 4 0 0 0.0 0.0 31.7 0.0 0.0 I HCS: Signalized Intersections Release 3.2 Phone: Fax: E-Mail: PLANNING ANALYSIS Intersection: Ustick Road and Ten Mile Road Project No: City/State: Boise ID Time Period Analyzed: Existing + 10year Project Analyst: Sanjeev Tandle Date: 12/27/00 East/West Street Name: Ustick Road North/South Street Name: Ten Mile Road VOLUME DATA Eastbound Westbound Northbound L T R i L T R i L T R Num. Lanes 10 1 0 Volume 190 340 35 Parking N Coord. N LT Treat. ? Peak hour factor: 0.95 0 1 0 85 370 90 N N 0 1 0 35 110 85 N N ? I ? Area Type: All other areas Wo'., 20 k Southbound L T R 10 1 0 1140 190 70 N ? LANE VOLUME WORKSHEET EAST WEST NORTH SOUTH BOUND BOUND BOUND BOUND LEFT TURN MOVEMENT 1. LT volume 2. Opposing mainline volume 3. Number of exclusive LT lanes Cross Product [2] * [1] Left Lane Configuration (E=Excl, S=Shrd) Left Turn Treatment Type: 4. LT adjustment factor S. LT lane vol RIGHT TURN MOVEMENT Right Lane Configuration (E=Excl, S=Shrd) 6. RT volume 7. Exclusive lanes 8. RT adjustment factor 9. Exclusive RT lane volume 10. Shared lane vol THROUGH MOVEMENT 11. Thru volume 12. Parking adjustment factor 13. No. of thru lanes including shared 14. Total approach volume 15. Prop. of left turns in lane group 16. Left turn equivalence 17. LT adj. factor: 18. Through lane volume 19. Critical lane volume Left Turn Check (if (16] > 3.5) 20. Permitted left turn sneaker capacity: 7200/Cmax 90 85 35 140 460 375 260 195 0 0 0 0 41400 31875 9100 27300 S S S S U U U U 0 0 0 0 S S S S 35 90 85 70 0 0 0 0 0.850 0.850 0.850 0.850 41 106 100 82 340 370 110 190 1.00 1.00 1.00 1.00 1 1 1 1 381 476 210 272 0.19 0.16 0.15 0.35 2.21 2.03 1.81 1.69 0.780 0.816 0.925 0.616 489 583 227 441 489 583 227 441 60 60 60 60 SIGNAL OPERATIONS WORKSHEET EAST WEST NORTH SOUTH Phase Plan Selection from Lane Volume Worksheet BOUND BOUND BOUND BOUND Critical through-RT vol: [19] 489 583 227 LT lane vol: [5] 4410 0 Left turn protection: (P/U/N) 0 0 Dominant left turn: (Indicate by '<') U U U U Selection Criteria based on the specified left turn protection < Indicates the dominant left turn for each opposing pair Phase plan selected (1 to 4) Min. cycle (Cmin) 60 Timing Plan Value Movement codes Critical phase vol [CV] Critical sum [CS] CBD adjustment [CBD] Reference sum [RS] Lost time/phase [PL] Lost time/cycle [TL] Cycle length [CYC] Phase time Critical v/c Ratio [Xcm] Status Plan 1: U U U U Plan 2a: U 2 U P Plan 2b: P U P U Plan 3a:<P p <p P Plan 3b: P <p p <P Plan 4: N N N N 1 1 Max. cycle (Cmax) 120 EAST -WEST NORTH -SOUTH Ph 1 Ph 2 Ph 3 Ph 1 Ph 2 Ph 3 EWT NST 583 0 0 441 0 0 1024 1.00 1624 4 0 8 60.0 33.6 0.0 0.61 Under capacity 0 4 0 0.0 26.4 0.0 X M HCS: Unsignalized Int ections Release 3.2 , Ov 201,0 Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: McMillan Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Year2010-PM Peak Hour Date: 12/26/00 East/West Street: McMillan Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Westbound I Northbound I Southbound IL T R IL T R IL T R IL T R Volume 160 65 60 140 005 35 5 25 290 90 170 470 55 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.95 0.95 0.95 0.95 Flow Rate 194 188 456 624 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 194 188 456 Left -Turn 63 42 624 57 73 Right -Turn 63 Prop. Left -Turns 0.3 36 94 57 Prop. Right -Turns 0.3 0.2 02 0.2 0.2 0.1 .2 0.1 Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.1 0.0 0.0 0.0 1 1 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.0 -0.1 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 194 188 456 624 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.17 0.17 0.41 0.55 hd, final value 7.32 7.40 6.33 6.17 x, final value 0.39 0.39 0.80 1.07 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 5.3 5.4 4.3 4.2 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 194 188 456 624 Service Time 5.3 5.4 4.3 4.2 Utilization, x 0.39 0.39 0.80 1.07 Dep. headway, hd 7.32 7.40 6.33 6.17 Capacity 444 438 562 624 Delay 15.02 14.98 30.09 81.20 LOS C g D F Approach. - Delay 15.02 14.98 30.09 81.20 LOS C g D F Intersection Delay 47.96 Intersection LOS E HCS: Unsignalized Int�ections Release 3.2 yea{ TWO-WAY STOP CONTROL SUMMARY Intersection: Ten Mile Road and McMillan Roa Analyst: Sanjeev Tandle Project No.: Date: 12/21 /00 East/West Street: McMillan Road North/South Street: Ten Mile Road Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 60 100 70 230 Hourly Flow Rate, HFR 63 105 73 242 Percent Heavy Vehicles 2 -- -- 2 Median Type Undivided RT Channelized? Lanes 0 1 0 1 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 65 110 75 55 55 45 Hourly Flow Rate, HFR 68 115 78 57 57 47 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 63 73 261 161 C(m) (vph) 1164 1250 265 201 v/c 0.05 0.06 0.98 95% queue length 0.03 0.05 0.80 Control Delay 8.3 8.1 8.48 4.95 LOS 92 9 70.1 A A F F Approach Delay 92.9 70.1 Approach LOS F F HCS: Unsignalized Int.,,.. ections Release 3.2 Ye�� 2o1v Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: McMillan Road and Linder Road City/State: Boise, ID Analyst: Sanjeev Tandle Project No.. - Time period Analyzed: Year2010-PM Peak Hour Date: 12/26/00 East/West Street: McMillan Road North/South Street: Linder Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound Westbound I Northbound I Southbound L T R IL T R IL T R IL T R Volume 160 65 60 140 105 35 155 290 90 170 470 55 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration L TR L TR L TR L TR PHF 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Flow Rate 63 125 42 140 57 380 73 525 % Heavy Veh 2 0 2 0 2 0 2 0 No. Lanes 2 2 2 2 Opposing -Lanes 2 2 2 2 Conflicting -lanes 2 2 2 2 Geometry group 5 5 5 Duration, T 0.25 hrs. 5 Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 63 125 Left -Turn 63 42 140 57 380 73 525 0 42 Right -Turn 0 60 0 0 57 35 0 73 0 Prop. Left -Turns 1.0 0.0 0 1.0 0.0 90 1.0 0 0.0 55 Prop. Right -Turns 0.0 0.5 0.0 0.3 0.0 0.2 1 0 0.0 0.0 0.1 _Prop. Heavy Vehicle0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Geometry Group 5 5 5 Adjustments Table 10-40: -- hLT-adj 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 17 hadj, computed 0.2 -0.3 0.2 -0.2 0.2 -0.1 0.2 -0.1 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 63 1.25 42 140 57 380 73 525 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.06 0.11 0.04 0.12 0.05 0.34 0.06 0.47 hd, final value 7.93 7.40 7.93 7.55 6.94 6.57 6.71 6.41 x, final value 0.14 0.26 0.09 0.29 0.11 0.69 0.14 0.94 Move -up time, m 2.3 2.3 2.3 2.3 Service Time 5.6 5.1 5.6 5.2 4.6 4.3 4.4 4.1 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 63 125 42 140 57 380 73 525 Service Time 5.6 5.1 5.6 5.2 4.6 4.3 4.4 4.1 Utilization, x 0.14 0.26 0.09 0.29 0.11 0.69 0.14 0.94 Dep. headway, hd 7.93 7.40 7.93 7.55 6.94 6.57 6.71 6.41 Capacity 313 375 292 390 307 537 323 559 Delay 11.90 12.65 11.44 13.35 10.50 22.77 10.47 48.54 LOS B B B B B C B E Approach: Delay 12.40 12.91 21.17 43.89 LOS B B C E Intersection Delay 28.60 Intersection LOS D HCS: Unsignalized Int actions Release 3.2 eat 20 10 e Phone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Intersection: McMillan Rd. and Ten Mile Rd. City/State: Boise, ID Analyst: Sanjeev Tandle Project No.: Time period Analyzed: Existing + 10year project Date: 12/28/00 East/West Street: McMillan Road North/South Street: Ten Mile Road Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound Westbound Northbound I Southbound L T R IL TR JL T R IL T R I Volume 155 55 45 165 110 75 160 100 100 170 230 50 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.95 0.95 0.95 0.95 Flow Rate 161 261 273 367 % Heavy Veh 2 2 2 2 No. Lanes 1 1 1 1 Opposing -Lanes 1 1 1 1 Conflicting -lanes 1 1 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 161 261 273 367 Left -Turn 57 68 63 73 Right -Turn 47 78 105 52 Prop. Left -Turns 0.4 0.3 '0 2 Prop. Right -Turns 0.3 0.2 0.3 0.4 0.1 ,Prop. Heavy Vehicle0.0 Geometry Group 1 Adjustments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 hadj, computed -0.1 0.0 0.0 0.0 , 1 1 I-e 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 -0.1 -0.2 -0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 161 261 273 367 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.14 0.23 0.24 0.33 hd, final value 6.02 5.80 5.56 5.54 x, final value 0.27 0.42 0.42 0.57 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 4.0 3.8 3.6 3.5 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 161 Service Time 4.0 Utilization, x 0.27 Dep. headway, hd 6.02 Capacity 411 Delay 11.22 LOS B Approach: Delay 11.22 LOS B Intersection Delay 13.47 261 3.8 0.42 5.80 511 12.95 B B 273 3.6 0.42 5.56 523 12.55 C 367 3.5 0.57 5.54 617 15.50 12.95 12.55 15.50 B B C Intersection LOS B WARRANTY DEED For Value Received paid by an Accommodator pursuant to an IRC S1031 Exchange Parcel I: Youngs Land, LTD, also shown as Young Lands, LTD. and Parcel III: Young Lands, LTD., a limited partnership hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto E. L. Bews and Shirley G. Bews, husband and wife hereinafter referred to as Grantee, whose current address is 5204 Sorrento Circle - Boise, ID 83704 the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the pre:risc;, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: March 29, 1999. Young Lands, LTD BY: Harry D. Yoiyhg, Pa�Yner BY:01 — —,- Flora Ann Young, Pa t er STATE OF IDAHO ss. COUNTY OF ADA ADA COUNTY RECORDER J. DAVID HAVARRO !d.0 ft,R 30 PM 4: 10 RECORDED -REQUEST or ST . A , FEE — Q p 99030791 On This �9�`day of March, in the year 1999, before me, a Notary Public in and for said State, personally appeared Harry D. Young and Flora Ann Young, known or identified to me to be one of the partners in the partnership of Youngs Land, LTD aka Young Lands, LTD, and the partner or one of the partners who subscribed said partnership name to the foregoing instrument, and acknowle ged to me thathe executed the same in said partnership name. *aryPu6iic`-o_f Idaho ••�•` �, SM/�.`'�,.,� Residing at Boise, ID •.• Q. �o•"'�•�y �•� Commission expires: 7/25/99 •gyp A z o �� s _4D00 First American Title Company of Idaho WARRANTY DEED For Value Received Paid by an Accommodator Pursuant to an IRC S1031 Exchange Brian C. Young and Lori Young, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto E.L. Bews and Shirley G. Bews, husband and wife hereinafter referred to as Grantee, whose current address is 5204 Sorrento Circle - Boise, ID 83704 the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that rrantor w;11 warrant and defend the same from all claims whatsoever. Dated: December 29,1998. AOA COUNTY RECORDER t. L1AVI014AVARRO rj Brian C. Young : 07 ri Younq, STATE OF IDAHO ) ss. COUNTY OF ADA ) RECORDED • REOUEST OF )aU fEE.�IC;..._DEPUT 98127032 FIRST AMERICAN TITLE CO. On This 29th day of December, in the year 1998, before me, a Notary Public in and for said State, personally appeared Brian C. Young and Lori Young, known or identified to me to be the person(s) whose name(s) are subscribed to the within Instrument, and Clary to me that they a ecut the same. +`,tt••a��tri�f�• Public of Idaho Residing at Boise, ID Commission expires: 7/25/99 © ov V First American Title Company o _ f Idaho \rn 3Oj2 A N-, F ,t t+ �� COUNTY RECORDER J. DAVID NAVARRO n For Value Received n FE OEPUTY 1449OC -►+ P,; 4, 07 11/'.cR WARRANTY DEED s" 9 9 0 9 8 3 2 8 Dale L. Rupp and Dorothy Rupp, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto E.L. Bews and Shirley G. Bews, husband and wife, and Mary Gail Floyd, a single person hereinafter referred to as Grantee, whose current address is the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: October 1, 1999. 01-, �' " ) �_'? Dale L. Rupp 1 ti Dorothy Rupp STATE OF IDAHO ) ss. COUNTY OF ADA ) On This day of October, in the year 1999, before me, a Notary Public in and fr said State, personally appeared Dale L. Rupp & Dorothy Rupp, known or identified to me to be the persons) whose name(s) are subscribed to the within Instrument, and acknowledged to me that they exec d the same. ��{tllffff/lf�, 0 A A .,� tary Public of Idaho %``, �?o,o°oe°°° sj- �.� Residing at Boise, ID T q °°o�j� ' Commission expires: 7/25/1999 o u n u — a - fP 0C/ o `, o� Q L, •° QO*O°°0 C ,`tom`, o* �� rNrurellS First Arrterical1 Title Company of Ida /to For Value Received ANhII .r.-.i. , -L e' C 7 � 0CD FEE CENT`( 200 AP -4 Ai► if: 34 WARRANTY DEED Betty L. Tully, a widow 1000?_5307 FIRSTAMERICAN hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto E. L. Bews and Shirley G. Bews, husband and wife hereinafter referred to as Grantee, whose current address is 5204 Sorrento Circle - Boise, ID 83704 the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owncr in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Datcd: April 3, 2000. . 7) r 1L• Betty L. �Jjy STATE OF IDAHO ) ss. COUNTY OF ADA Oil This sk day of April, in the year 2000, before me, a Notary Public in and for said State personally appeared Betty L. Tully, known or identified to me to be the person(s) whose name(s) is su cri ed t tthle within Instrument, and acknowledged to me that she exec he same. r �%`%%% L, otary Public of Idaho Residing at Boise, ID Commission expires: 7/25/2005 N o y r1 0 �e eL1�' ' �i • °ov00000°; � o� - -, a� First American Title Company of Idaho i OOF :1 NI KLG R)0 -- FIRST AME . H'.- '^/�DEPUT'i% For Value Received Znj vi DhED 100024346 (ow) Clair Arvid Waite, as Trustee, Sharolyn Ririe, as Trustee, Lanette Pollard, as Trustee and Kaye W. Garner, as Trustee of the Arvid A. Waite Trust, dated April 16, 1991 hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto E.L. Bews and Shirley G. Bews, husband and wife hereinafter referred to as Grantee, whose current address is 5204 Sorrento Circle, Boise, ID 83704 the following described premises, to -wit: The North half of the Northeast Quarter of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, Boise Meridian, Ada County, Idaho. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: March 27, 2000. The Arvid A. Waite Trust, dated April 16, 1991 B Y : CCU w G�G..c/t�L Clair Arvid Waite, Trustee B Y :�v2 CJL Sharolyn Ririe, rustee BYA/)"7-� Lanett�e P6-ilard, Trustee BY: 1 i� (fir Kaye W. Gahber, Tr tee STATE OF IDAHO ss. COUNTY OF ADA ) On This :?IS day of March, in the year 2000, before me, a Notary Public in and for said State, personally appeared Clair Arvid Waite, Sharolyn Ririe, Lanette Pollard & Kaye W. Garner, known or identified to me to be the persons whose names are subscribed to the within Instrument as the Tru es of the Arvid A. Waite Trust, dated April 16, 1%1, and acknowledged to me h<it the I executed the .e as ch Trustee. L. Stij 'boo° 0'[ .� •e0 otary Public of Idaho Residing at Boise, ID ©•a Commission expires: 7/25/2005 0 V i i First American Title Comp any of Idah o ky_ RECORfi,,,, ,,- REOUEST OfTy 'Econ'n " K It- J Roo EE Y ".r. I i n 1999 J 2C 1 jwo 6 R y Pioneer Company 99008521 PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave / Boise, Idaho 83704 / (208) 377-2700 WARRANTY DEED (INDIVIDUAL) PIONEER TITLE PAID BY AN ACCOMMODATOR PURSUANT TO AN IRC S1031 EXCHANGE, FOR VALUE RECEIVED / THE JAMES FAMILY LIMITED PARTNERSHIP, AN IDAHO LIMITED PARTNERSHIP Grantor s , do hereby grant, bargain, sell and convey unto E.L. BEWS and SHIRLEY G . BEWS , Husband and Wife, the Grantee s , whose current address is: 5204 SORRENTO CIRCLE, BOISE, ID 83704 the following described real property in ADA County, State of Idaho, more particulary described as follows, to -wit: THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO. EXCEPT THE EAST 20 FEET TO THE SOUTH 45 FEET THEREOF. ALSO EXCEPT THAT PORTION LYING WITHIN MCMILLAN ROAD AND TEN MILE ROAD. SUBJECT TO: THAT CERTAIN MORTGAGE DATED JULY 31, 1996, AND RECORDED AUGUST 1, 1996, AS INSTRUMENT NO. 96064628, RECORDS OF ADA COUNTY, IDAHO, WHICH MORTGAGE GRANTEES HEREIN ASSUME AND AGREE TO PAY ACCORDIN TERMS AND CONDITIONS ACKNOWLEDGED BY: EL L. BEWS�y SHIRLE G. BEWS TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee Sand Grantee heirs and assigns forever. And the said Grantor sdo hereby covenant to and with the said Grantee s , the Grantor s are the owner s in fee simple of said premises; that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee s and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (includes irrigation and utility assessments, (if any) for the current year, which are not yet due and payable, and that Grantor s will warrant and defend the same from all lawful claims whatsoever. Dated: January 26, 1999 n J ��- -- RTNER ----- -- - - - ---R. t TNER — xVIER� MS TY D JAEPARNER _--- — STATE OF ?DA O ADA County of ss. On this —i24H L dd��,f JANUARY Q'D Z'iN�1'•�.�p TO in the year of 19--- 99— ,before me knowperson of `yeA IE N. JAMES LAVERNE G. JAMES AND LARRY D. J a notary public, R irlentjLV�o be•3� — ES of the partners in a partnership, of E AM1L- LIMITED PARTNERSHIP and thapr . ones instrum��' ' .• � partners who subscribed said .,��� ?ged to me that he execut�th partnership name to the foregoing '.F�0F„�•�•.•• ) e-Same in said partnership ame. �. Residing m Meridiau, 10 Notan• Public] rvnnii.sinn E', Residing at: MERIDIAN IDAHO COMMISSION EXPIRES: JANUARY 23, 2002 j2".(/ l ti• A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave / Boise, Idaho 83704 / (208) 377-2700 WARRANTY DEED (INDIVIDUAL) FOR VALUE RECEIVED JAMES FAMILY LIMITED PARTNERSHIP Grantor , does hereby grant, bargain, sell and convey unto E . L. BEWS AND SHIRLEY G . BEWS , HUSBAND AND WIFE the Grantee s , whose current address is: 5204 SORRENTO CIRCLE, BOISE, ID 83704 the following described real property in ADA County, State of Idaho, more particulary described as follows, to -wit: THE WEST ONE HALF OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERICIAN, IN ADA COUNTY, STATE OF IDAHO. EXCEPT THOSE PORTIONS LYING WITHIN TEN MILE ROAD AND MCMILLAN ROAD. �. °soisE �io�aa0rc 1998 No 19 pH 4: 02 RECORDED-REQUESt FEE Ai4DEPUTY *0410� 98111385 PIONEER TITLE TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee sand Grantee heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee s , the Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee s and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (includes irrigation and utility assessments, (if any) for the current year, which are not yet due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Dated: November 18, 1998 M JAMES FAMILY LIMITED PARTNERSHIP �- STATE OF __u)AHo County of —Ada SS. On this 18th day of November Penn R. Combs , in the year of 1998 _, before me personally appeared-JIMMIE N. JAMES LAVERNE G. JAMES & LARRY JAMES a notary public p�� r identified to me to be all of the partners to a partnership, of JAMES FAMILY LIMITED ART HIP re � �. ..1 .,,,� vi one partners Lhe sai rtners i m o foregoing `• G nst>rumi t cknowledged to me thexecuted t e same in said pa ership ame.AW V*1 a ep ,� ? Notary Residing at: Meridian '•.;�Q'�...•� Idaho ,•�'''�•a••...5 '� �� My Commission Expires: OS 04 00 _ - � 01 g2 A Pion= company PIONEER TITLE COMPANY 821 West State Street / Boise, Idaho 8ADA37 50258836 1 Telephone (208) 336-6700 WARRANTY DEED For Value Received YOUNG LANDS,LTD. A LIMITED PARTNERSHIP, ALSO KNOWN AS YOUNG LAND LTD. hereinafter referred to as Grantor, does hereby grace, bargain. sell, and convey unto E.L. BEWS And SEMUZY BEWS, husband and wife hereinafter referred to as Grantee, whose current address is 5204 SaxxQnto Dircle, Boise, Id. �83704 the following described premises, to -wit: _. 5$i-ERHIAIT' "A"- ATTACHED'; .. - -• - .. _ RECORDED -REQUEST OF ADA COUNTY RECDROER 6910 J. -0010 NAVARRO ?PISF.1001D FEE DEPUTY 2000 NO 29 Pik 4= 14 IOU 0 9 6 2 9 0 To HAVE AND TO HOLD the said premises, with their appt;rtmanrces unto the said Grantee, his heirs and assigns forever. And the said Ciralator does hereby covenant to and with the said Grantee, that Grantor is the owner iD fee simp]e of said premises; that said premises we free M)m all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, re dons, easements of record, and easements visible upon the premises, and that Grantor will warms and defend the setae fro= all claims whatsoever. Dated: November U. 2". YOUNG LANDS,LTD. A LIMITED PARTNERSHIP -- A - / I Azll� -'A ,/r . STATE OF IDAHO ss. COUNTY OF ADA On This 28TH day of November, in the year 2000, before me, a Notary Public in and for said State, personally aPpe�ed HARRY D. YOUNG AND FLORA ANN YOUNG, ]mown or identified to me to be the Partners in a partnership of YOUNG LANDS LTD. and the partners who subscribed said foregoing instntment, and aclmowledged to me drat they executeddAhe same in said aria dame name to the p ership name,. --%,&U* - DOlse. rnano t"ammi 510t1 expires: AUG. 15, 2002 READ AND APPROVED 8Y